HomeMy WebLinkAboutVAIL VILLAGE FILING 2 LOT E F VAIL VALLEY MEDICAL CENTER 2001 EXPANSION 2Jl.L-13-e@41 1A:eB FRt]|'t:BRAt.l.t RSSoCIRTES 97A%7576 I4.91e47E245€.P.W./EE/B
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The cxtcrior building focade rlong Wcsr Meadow &ivc c,hlcb is thr llrnrth elevatioo will have four
ditfctE lt milerirls thlt will composc this building frgarlc. The fust lustfiiat is a nfiual ctud$tons base
whic'h wrll wap thc coluuns at thc first lloor and pmcced rry to ttre third lcvel m<t cngrye tle wildours !t
tlre ttrird 0ou. The color of thc stone will bc s bcigc or lnficolor critf, mme graOieai if Urowns anltar6. Thc sandstmc will bc naNll slonc arxl alFrlicd in nrasonry taid .up c-d'ton. The texhuc of the
sardstone will luw s clcft flce ftat &6$ u/cst Mcadow Drivc. Thc sizcs wi[ rangc from l?' x l?' to24'x 30".
'ftc scc(tnd Ea|erid thtil will be u$cd oo thc Soutr Facadc is u mchl pancl syrtcrr The nrehl pancl
systco will be.nodular in sizc and will hrvc crrcals withh &c syrrcm m imply a plltem Orat r;fl€cls th.
dcsign ofihc bruldin8 alrong tbc Soth fagadc. It is intcnded ttrd thc frcc ot'tL nreat pnael wil have avrrttcred nstic lod. to il
Tlrc third matcrial on tbe Soutt liga& will be ll, t. F. S. Two difrcrclt colors of E. I. F, S. will bc appliod
on_the South thgsdc. At the first lewlr r rcddish brorrn color will bc uscd in-bclrw.c.n strrefroff gtssJftnt
will close\i rncbb ttc oolrr of the mehl procl and the olumimm window franEs. At rhc third floor, aligher bu.Scolor will be used rborrc thc stone that wrups the windgr6 6d thir color will procccd ui to
nrcat ! 8totro comicc !t thc mof perapcL
Thc fourth mutsial on the South buiftIing fagade ie at olc rrnf. Tte roof will ctmsist of a metal stsnding
scarn roof E)rslcm thl witt bc medhe brouc in color, 'I'le seslla wilt be lg" oa ceals anil this
omctani_cal screen will eugagc thc wall along thc cntire lcngth of th building at the Sorrlh clsvation, and
step back as thc scrcar retums to thc North
These rtrtcrisls are the only rnaterialr that will bc urcrl on the extprior fscsdc.! of the building. Along the
Eust fagade there will br a stair enslosur€ Ht wiU he ct1ddcd in thc mctal pancl system rft:scribed abovc,
lle resl of ttc cxposed vrall ol thc Eust fuade will bc compossd of E t r, s. lt i tlre Nonh buiftling
fugadc thcre will bc E. l. F. S. algng t[c eotirc wall with sorne purchcd gloss block win<Iow,q. Aleo, fhe
SMle 2750
?07 | 70 Srrccl
Dcrwcr, CO 80202-34?7
.l03.
299.9042 lhr
29r-"040
hlnrlcaign u.,[n
w
July 13,2001
Mr. Gcorgc Ruther
Torvu of Vail Planning Deprrtmort
75 South Fronugc Rood
Vril, Colorado 8t657
Rc: Vail Vlllcy Mcilical Cenrcr - phrre I Exprnrion
Dcar Mr. Ruthor:
ltic lcttr ir hkfidcd no rcrrc as dcumcnEtioa of thc rmterials list you r,egucstcd for thc Vlit Vallcy Mcilical
Cemct Pfrrc I Exp rsio!. Also, this lnttcr witl pmvidc a bricf tlcscriprion of our extsdoi tigiiirrg pran roirrlude qurntity and locuion
JlL-13-e961 1E: 63 FRO.|: BRfl.ht ffiHICIATES
Cary t?oodoll
trlly 13,2o0l
Page 2
Sinccreln
c<rlrr of tlte E. l. F. S. on this faqa& will be a rtarksr color, cither !6 a darl tnowu or bruruc colof to ,rlrt:hftc mctat nrechanical gcrccn rcof enclosure, or I ftd.lish brocm color to bled witlr the cxisthg hrick colorwbich is prcdomrnatcly rn OroNorth sidc of rhe mcdicrr cente-r. Lrstry, thera w r bc a grass s[yright
systcm along a Jrcnion of rlrc Nortlr fagadc. This skyligbt will bc.p{tlly visibb fiurn"0r" XorS ,iU. ofttc buildilg, oaly alrovc ccrrrb hcighb. ' ' ,,. ' {.,- - --
5' Thc cxrcriur-lightllg fo1 &is pro]cct rdll consist of 12 r*c*scrl <lom ligbs under thc ovcrhang in thcsollit at the Soutb Fagrde ceolrrrd on cach of ihc t 2 rnrefrcnt winaini. l.[is will provide exreriorlighting to this ryrcc for safeqr reasrrns. Wc. also.anricipaq.S-4 lighr bottarrfs ro Ue ia*Liia anog Ocsidaualk' whish will conocct thc exisdng exit stair to 6" ri& streetscape. Tlrc sclectioa of thosc fixtures
has mt bcctr mldc at this tirtrr a:rt is subject to coordimdotr with ftc T. o. F. strccbcope plaa,
t.
Hopcfully this inforrnation will assist you in thc phase I proiect pemit.rpploval prcccss. lf you harcrlry
qucslions rc8a(dirg tln abovc inform*rioq plcasc do ooi hciirae to cau rne,
97a9e67576 TOr91U7E4*P.AA3/W3
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Barry R. Vcca
A$ocialc ArEhitcst
980071.04(0.6)
BRV:brv
(X: Strn Andcnon, VVMC
Domidc Msuricllo, BAI Brarn Asgrxirbr. Inc.
ADDENDUMNO.l
JULY 13,2001
The information contained in this Addendum modifies, supplements or replaces
information contained in the Project Manual and on the Drawings and is hereby made a
part of the Contract Documents.
Acknowledge receipt of this addendum by placing the appropriate addendum number in
the blank on the Bid Form.
APPLICABLE TO TTIE PROJECT MANUAL
A. Revised Project Manual Pages:
The replacement pages identifie.d below include modifications made to the original
Projeci Manual r"ctions. Revised or added information is indicated by shaded type in
the-text and a [A1] notation in the margin identifying that the revision was made'
Areas where information has been deleted are identifying by striking out the text and
placing a [Al] notation in the margin. Insert replacement pages into the Project
Manual ahead of the pages they replace.
Document or Section
78lr
CALCI.JLATIONS
Ouantity of Pages
L2
238
Vall Valley Medical Center
Phase I ExPansion
rrLM 98fiI71-04
"'m4l_s7o7 v'Gsr oTHAVENUE Gonr
' DF.l\c& coLoRADo otnl+ . . Eryhtlltttrrtrd Cosltarts \ r=.
CALCULATIONS
Date:
Proiect:
Proiect No.:
July 1O, 2OO1
Vail Valley Medical Center
WC Addition
2683.10
ADDENDUM NO.1
sp-@
PART I. GENERAL
1.I RELATED DOCTJMENTS
A. Dnawings and general provisions of the Contract, including General and Supplementary Conditions and
Division I Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
l. Concealedsprayedfue-resistivematerials.
2. Exposed sprayed fire-resistive materids.
3. Topcoat.
4. Sealer.
B. Related Sections include the following:
l. Division 3 Section "Cast-in-Place Concrete" for concrete protecting structural steel.
Z. Division 3 Section *Architectual Precast Concrete - Plant Casf' for precast protecting structural
steel.
3. Division 4 section "unit Masonry" for masonry protecting structural steel.
4- Division 5 Section "Struch[al Steel" for surface conditions required for struchral ste€l receiving
sprayed fire-resistive materials.
5. Division 7 Section "Building Insulation" for fue-safing insulation'
6. Division 7 Section "Board Fire Protection" for mineral-fiber-board fire protection.
'l. Division 7 Section "Firestopping" for through-penetration firestopping systems.
8. The following Division 9 Sections for gypsum-board-based fire protection:
a. "Cypsul, BoaiJ Assemblics."
I.3 DEFIMTIONS
A. Concealed sprayed fire-resistive rnaterial is applied to surfaces that are concealed from view behind other
construction when the Work is completed.
B. Exposed sprayed fue-resistive material is applied to surfaces that are exposed to view when the Work is
completed.
1.4 SUBMTTTALS
A. Product Data: For each fire-resistive product specified'
B. Shop Drawings: Structural-fiaming plans indicating the following:
l'I,ocationsandtypesofsurfacepreparationsrequiredbeforeapplyingsprayedfire.resistive
material.
2. Extent of sprayed fire-resistive material for each constnrction and fire-resistance rating' including
the following:
VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STRT]CTUML FRAME
CO N STRA CTI ON S PECIF ICAT I ON S
BflLYzffi]
Addendwn No. I
HLM 980071-04 O78II. I
$fffr@Fiffi
D.
F.
a. Applicable fire-resistive design designations of a qualified testing and inspecting agency
acceptable to authorities having jurisdiction.
b. Minimum thicknesses needed to achieve required fire-re sistance ratings of structural
components and assemblies.
c. Designation of resuained and unrestrained conditions based on definitions in ASTM E I 19,
Appendix X3 as determined by a qualified professional engineer-
3, Treahnent of sprayed fire-resistive msterial after application.
Samples for tnitial Selection: Manufacturer's color charts showing the firll range of colon and glosses
available.
Samptes for Verification: Of each type of exposed frnish required, prepared on 2 Samples, each 4 inches
square, of each color, gloss, texture and material formulation to be applied. Where finishes involve
normal color and texture variations, include Sample sets showing the full range of variations expected.
Product C-ertificates: Signed by manufacturer of sprayed fire-resistive material certifying that the prodrcts
furnished comply with requireme nts.
Installer Certificates: Signed by manufacturer certi$ing that installers comply with specified
requirements.
Qualification Data: For firms and persons specified in 'Quality Assurancen Article to demonstrate their
capabilities and experience. Include lists of completed prcjects with project narnes and addrcsses, nanr€s
and addresses of architects and owners, and otlrer information specified'
Compatibility and Adhesion Test Reports: For primers and other coatings applied to struchral steel.
Provide reports from a qualified independent testing and inspecting agency engaged by €ontractor.
Confirm that primers and coatings proposed for application in shop or field are compatible with fire-
resistive material. Instruct laboratory !o determine compatibiliry according to requir,ements specified in
"Quality Asswance" Artlcle.
Product Test Reports: Indicale that physical properties of proposed sprayed fire-resistiv€ mat€rials
comply with specified requirements based on comprehensive testing of curtent product formulations by a
qualified testing and inspecting agency according to requirements specified in "Qualiry Assurance'
Article .
Researctr/Evaluation Reports: Evidence of sprayed fire-resistive material's cornpliance with building code
in effect for Project" from a model code organization acceptable to authorities having jurisdiction.
QUALITY ASS1JRANCE
Installer Qualifications: Engage an experienced installei ""ttifte4 ticenssd, oi otherwise qualifred by
sprayed fire-resistive rnaterial manufacturer as having the necessary experience, staff, and training to
install manufacturer s products according to specified requirements. A manufacturer's willingness to sell
its sprayed fre-resistive materials to Contractor or to an installer engaged by Contractor does not in itself
confer qualification on the buyer.
B. hofessional Engineer Qualifications: A professional engineer who is legally qualified to practice in the
jurisdiction where Project is located.and who is experienced in providing engineering sewices of the hnd
indicated. Engineering services are defined as those performed for installations of sprayed fire-resistive
materials that are similar to those indicated for this Project in material, design, and ext€nt.
J.
l.)
VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STRUCTURAL T'MME
CO N STRU CT ION SPEC I F ICATION S
IS IALY zNT
Addendum Nn, I
HLM 98007r-04 07811 - 2
siffi
c.
D.
Testing Agency Qualifications: An independent testing and inspecting agency with the experience and
capability to conduct the testing indicated without delaying the Work, as documented according to
ASTM E 699.
Testing of Fire-Resistive Materials: By a qualified testing and inspecting agency engaged by Confactor or
manufacturer according to the following requirements:
1. Sprayed fire-resistive materials are randornly selected for testing from bags bearing the applicable
classification marking of UL or another testing and inspetting agency acceptable to authorities
having jurisdiction.
2. Testing is performed on specimens of sprayed fire-resistive materials that comply with laboratory
testing requirements specified in Part 2 and are otherwise identical to installed fire-resistive
materials, including application of accelerant, sealers, topcoats, tamPing, troweling, rolling, and
water over-spray, if any of these are used in final application.
3. Testing is performed on specimens whose application the independent t€sting and inspecting
agency witnessed during preparation and conditioning. Include in test reports a full description of
preparation and conditioning of laboratory test specimens'
Testing for Compatibility and Adhesion: Engage a qualified testing and inspecting agency to prepase
compatibility and adhesion test rcports required in "subrnittals" Article based on testing that complies
with the following rcquirements:
l. Testing for bond per ASTM E 736 and requirements specified in LJLb "Fire Resistance Directory"
about coating materials.
2. Verify tl1at manufacturer of fire-resistive material has not found primers or coatings to be
incompatible with fue-resistive material based on its own laboratory testing or field experience.
Source Limitations: Obtain each type of sprayed fire-resistive material from one source and by a single
manufacturer.
Fire-Test-Response Characteristics: Provide sprayed fire-resistive mat,erials and assemblies identical to
those tested for the following fre-test-response characteristics per test methd indicated below by UL or
another testing and inspecting agency acceptable to authorities having jurisdiction. Identifo packages
(bags) containing sprayed fire-resistive material with appropriate markings of applicable testing and
inspecting agency.
l. Fire-Resistance Ratings: As indicated by reference to fire-resistive designs listed in UL's'Fire
Resistance Directory," or in the comparable publication of another testing and inspecting agency
acceptable to authorities baving jurisdiction, for sprayed fire-resistive material serving as direct-
2.
applied protection, tested per ASTM E I 19.
Surface-Burnine Characteristics: As indicated for each sprayed fire-resistive product required.
tested per ASTM E 84.
H. Provide products containing no detectable asbestos as derermined according to the method specified in
40 CFR, Part 763, Subpart E, Appendix E, Section l, "Polarized Light Microscopy'"
I. Mockups: Before installing sprayed fire-resistive material, apply products specified to demonstrate
qualities of materials and execution. Buitd mockups to comply with the following requirements, using
materials indicated for completed Work:
l. locate mockups in the location indicated or, if not indicated, as directed by Architect.
E.
F.
VAIL V ALLEY M EDICA L C ENT E R
DEMO LITION AN D STRA CTU M L F M M E
CO NSTRA CTION SPEC I F I CAT ION S
n lalY200l
Addendum No. I
HLM 980071.04 07811 - 3
SEg.rrot{.s?$ri sp*tt-v-o,W
2. Extent ofMockups: Approximately 20 lineal feet of surface for each product indicated.
3. Notiry Architect 7 days in advance of the dates and times when mockups will be constructed.
4. Demonstrate tlr proposed workmanship, including patching.
5. Obtain Architect's approval of mockups before starting application of product.
6. Maintain mockups during construction in an undisturbed condition as a standard for judging the
completed Work.
a. Approved mockups in an undisturbed condition at the time of Substantial Completion may
beconre part of the completed Work.
I.6 DELTVERY,STORAGE,ANDHANDLING
A. Deliver prodrrcts to hoject site in original, unopened packages with intact and legible manufacturers'
labels identifying product and manufacturer; date of manufacture; shelf life, if applicable; and frre-
resistance ratings applicable to hoject.
B. Use materials with limited shelf life within period indicated. Remove from hoject site and discard
materials whose shelflife has expired.
C. Store materials inside, under cover, aboveground, so they are kept dry until ready for use. Remove from
hoject site and discard materials that have deteriorated.
I.'1 PROJECTCONDITIONS
A. Environmental Limitations: Do not apply sprayed fire-resistive material when ambient or subsEat€
temperatures are 40 deg F or lower, unless temporary protection and heat is provided to maintain
temperatues at or above this level for 24 hours before, during, and for 24 hours after product application.
B. Ventilation: Ventilate building spaces during and after application of sprayed fire-resistive material. Use
natural means or, where this is inadequate, forced-air circulation until fire-resistive material dries
Ihoroughly.
I.8 SEQI.JENCING
A. Sequence and coordinate application of sprayed fire-resistive materials with other related work specified
in other Sections to comply with the following requirements:
l. Provide temporary enclosures for interior applications to prevent deterioration of fire-resistive
material due to exposure to unfavorable environmental conditions.
2. Avoid unnecessary exposure of firc-resistive material to abrasion and other damage likely to occur
during consEuction operations subsequent to its application.
3. Do not apply tire-rcsistive material to metal roof deck substrates until roofing has been completed;
prohibit rooi uaffic during application and drying of fire-resistive maGrial.
4. Do not begin applying fire-resistive material until clips, hangers, supports, sleeves, and other items
penetrating fire protection are in place.
5. Defer installing ducts, piping, and other items that would interfere with applying fire-resistive
material until application of fire protection is completed.
6. Do not install enclosing or concealing construction until after fire-resislive rnaterial has been
applied, inspected, tested, and corrections have been made to defective applications.
I.9 WARRANTY
VAIL VALLEY MEDICAL CENTER
DEMOL|TION AND STRUCTURAL FRAME
CO N STRU CTIO N S P EC I F ICATIO N S
fi JALYtrAOI
Adderulum No. )
HLM 98M71.04 07811 .4
A.
B.
General Wananty: The special wa[anty specified in this Article shall not deprive Owner of other rights
Owner may havJ under other provisions of the Contract Documents and shall be in addition to, and run
concurrent with,, other warranties made by Contractor under requirements of the Contlact Documents'
Special Warranty: Submit a written warranty, executed by Conractor and cosigned by Installer, agre€ing
to repair or replace sprayed fire-resistive materials that fail within the specified warranty period.
l. Failures include, but are not limited to, cracking, flaking, eroding in excess of specified
requirements; peeling; and delaminating of sprayed fue-resistive materials from subsEates due to
defective materials and workmanship within the specified wananty period'
2. Not covered under the wuranty arc failures due to damage by occupants and Owner's maintenance
personnel, erposure to environmental conditions other than those investigated and approved during
fit"-te.ponr" Lrting, and other causes not reasonably foreseeable under conditions of normal use.
Warranty Period: 2 years from date of Substantial Completion.c.
B. Material Composition: As follows:
l. Sprayed-fiber fire-resistive material consisting of factory-mixed, dry formulation of inorganic
binders, mineral fibers, fillers, and additives conveyed in a dry state by pneumatic equipment and
mixed with water at spray nozzle to form a damp, as-applied product'
C. physical Properties: Minimum values, unless otherwise indicated, or higher values required to attain
deiignated fiie-resistance ratings, measured per standard test methods referenced with each property listed
as follows:
l. Dry Density: 15 lb./cu. ft for average and individual densities regardless of density indicated in
referenced ipe-resistive design, or grearer if required to attain fue-resistance ratings indicated, per
ASTM E 605 or AWCI Technical Manual 12-A, Appendix A, "Alternate Method for Density
Determination."
PART 2 - PRODUCTS
2.1 PERFORMANCEREQUIREMENTS
A. Fiberous fireproofing system to provide a fire rated assembly rating of:
l. 3 hour: columns - UL design X829.
2. 3 hour: beams and giiders (column-to-column) - UL design N8l6'
3. 2 hour: purlins (beam-to-beam) - UL design D902.
4. 2 hour: concrete roof assembly - uL design D902.
5. 2 hour: concrete floor assembly - UL design D902.
CUNCbAI-ED SPRA TE,D FIRE-RESISTNE MATERIALS
A. Ln"r"t, For concealed applications of sprayed fue-resistive materials, provide manufacturer's stmdard
products complying with iequirements indicated in this Article for material composition and physical
properties representative of insalled products.
VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STRACTARAL FRAME
CO N STRUCTION S PECI F I CAT IO N S
BJALTzMI
Addendum No, l
HI.M 98M7|-M 07811- 5
sF*AYm.ffi
4.
6.
7.
8.
2. Thickness: provide minimum average thickness required for fire-resistive design indicated
according to the following criteria, but not less than 0.375 inch, per ASTM E 605.
a. Where the referenced fue-resistive design lists a thickness of I inch or greater, the
minimum allowable individual thickness of sprayed fre-resistive malerid is the design
thickness minus 0.25 inch.
b. Where the referenced fire-resistive design lists a ftickness of less than I inch but more than
0.3?5 inch, the minimum allowable individual thickness of sprayed fire-resistive material is
the greater of 0.375 inch or ?5 percent of the desigrr thickness'
c. No reduction in average thickness is pennitted for those fire-resistive designs whose fue-
resistance ratings were established at densities of less than 15 lb'/cu' ft'
3. Bond strength: 150lbflsq. ft. per ASTM E 736 under the following conditions:
a. Field test sprayed ffe-resistive material that is applied to flanges of wide-flange strucnrrd-
steel members on surfaces matching those that will exist for renrainder of steel receiving
fi re-resistive material.
b. If surfaces of structural steel receiving sprayed fre-resistive material are prirred or
otherwise painted, perform series of bond tests specified in LJLb "Fire Resistance
Directory" for coating materials.
c. Minimum thickness of sprayed fire-resistive material tested in labntory shall be O.75 inch.
Compressive Suength: 5.21 lbf/sq. in. as determined in the laboratory per ASTME76I.
Minimum thickness of sprayed fire-resistive materid tested shall be 0.75 inch and minimum dry
density shall be as specified, but not less fran 15 lb/cu. ft'
Corrosion Resistance: No evidence of conosion per ASTM E 937'
Deflection: No cracking, spalling, delamination, or the like per ASTM E 759'
Effect of Impact on Bonding: No cracking, spalling, delamination, or the like per ASTM E 760.
Air Erosion: Maximum weight loss of 0.025 g/sq. ft. in 24 hours per ASTM E 859. For laboratory
tests, minimum thickness of sprayed fire-resistive material is 0.75 inch, maximum dry density is 15
tb./cu. ft., test specrmens are not prepurged by mechanically inducetl air volocitics, antl tcstr alc
terminated after 24 houn.
Fire-Test-Response Characteristics: Provide sprayed fire-resistive materials with the following surface-
burning characteristics as determined by testing identical products per ASTM E 84 by uL or another
testing and inspecting agency acceptable to authorities having jurisdiction'
l. Flarne Spread: 10 or less.
2. Smoke DeveloPed:0.
3. Fungal Resistance: No observed growth on specimens per ASTM G 2l'
Prodrrlsr Subject to compliance with requirel4enls, provlde prodqctq qy ole of the followrng:
l. Sprayed-FiberFire-ResistiveMaterial:
a. Cafco Blaze-shield II; Isolatek International Corp., Cafco Products'
b. Type JN-HD; Isolatek International Corp., Cafco Products.
EXPOSED SPRAYED FIRE-RESISTIVE MATERTALS
VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STRUCTURAL FRAME
CO N STRUCTION S PECI F I CATION S
tS ltJLY20oI
Addendum No. I
D.
F
)7
HLM 980071-04 07811 .6
General: For exposed applicafions of sprayed fire-resistive materials, provide manufacturer's standard
producs complying with requirements indicated for materiat composition and for minimum physical
prop€rties ofeach product listed, measured by standard test methods referenced with each property.
Spraye.d-Fiber Fire-Resistive Material: Factory-mixed, dry formulation of inorganic binders, minsral
fibers, fillers, and additives conveyed in a dry state by pneumatic equipment and mixed with water at
spray nozzle to form a damp, as-applied product, complying with the following requirements:
l. Dry Density: Values for average and individual densities as required for fire-resistance ratings
inicate4 per ASTM E 605 or AWCI Technical Manual 12-A, Appendix A, "Altemate Method
for Density Determination," but with an average density of not less than 22 lb./cu. ft.
2. Bond Snength: 434 lbf/sq. ft. per ASTM E 736.
3. Compressive Strength: 5l lbflsq. in. per ASTM E 761.
4. Dry Density: Values for average and individual densities as required for ire-resislance ratings
indicated, per ASTM E 605 or AWCI Technical Manual 12-A, Appendix A, "Altemate Method
for Densiry Determination,,, but with an average density of not less than 39 lb./cu. ft.
5. Bond Strength: 1000 lbf/sq. ft. per ASTM E 736.
6. Compressive Stength: 300 lbflsq. in. per ASTM E 761.
7 . Corrosion Resistance: No evidence of corrosion per ASTM E 937.
8. Deflection: No cracking, spalling, delamination, or the like per ASTM E 759'
g. Effect of Impact on Bonding: No cracking, spalling, delamination, or the like per ASTM E 760.
10. Air Erosion: Maximum weight loss of 0.025 g/sq. ft. per ASTM E 859.
I l. Combustion Characteristics: Passes ASTM E 136.
Fire-Test-Response Characteristics: Provide sprayed fire-resistive materials with tlrc following surface-
burning characteristics as determined by testing identical products per ASTM E 84 by UL or another
testing and inspecting agency acceptable to authorities having jurisdiction.
Flame Spread: l0 or less.
Smoke Developed: 0.
Fungal Resistance: No observed growth on spccilttctts pcr ASTNI C 2i'
For exterior applications of sprayed fire-resistive matetial, provide manufacturer's formulation
approved for surfaces exposed to the exterior.
Water-Based Intumescent Mastic Fire-Resistive Material: Factory-mixed formulation consisting of water-
based mastic, with inorganic reinforcing fibers for spray application.
Nonwater-Based Intumescent Mastic Fire-Resistive Material: Factory-mixed formulation consisting of
mastic, with inorganic reinforcing fibers for spray application.
l. Fror exterior applications of fire-resistive material, provide manufacturerh formulation approved
for such usc.
Thin-Film Intumescent Mastic Fire-Resistive Material: Factory-mixed mastic coating system, spray
applied as thin-film coating, as follows:
L single-component system consisting of intumescent coating.
2. Multicomponent system consisting of an intumescent base coat and troPcoat'
Color and Gloss: As indicated by rnanufacturer's color and gloss designations'
Products: Subject to compliance with requirements, provide one of the following:
VAI L VALLEY MEDICAL CENTER
DEMOLITION AND STRUCTURAL FRAME
CO N STRA CTION S PECI F I CAT I ON S
IS.TULYZINI
AdderuIum No. I
c.
A.
B.
F.
G.
1
2.
4.
D.
E.
HLM 98M71-04 078il - 7
sEcubN,,0?81:'t sPRAYED:FrRB&$S$t$is {${[EF $lfi
l. Sprayed-FiberFire-ResistiveMaterial:
a. Cafco Deck Shield I; Isolatek International Corp., Cafco Pmducts'
2. Water-Based IntumescentMastic Fire-Resistive Material:
a. Clad 900; Albi Manufacturing, Div. of StanChem Inc.
3. Nonwater-Based IntumescentMastic Fire-ResistiveMaterial:
a. Clad 800; Albi Manufacturing, Div. of StanChem Inc.
b. Pitr-Char XP; Carboline Co., Fireproofing Products Div.
c. Chartek IV: Textron Specialty Materials.
4. Thin-FilmlntumescentMasticFire-ResistiveMaterial:
a. Firefilm and Colorcoat; A/D Fire Protection Systems, Inc.
b. Clad TF; Albi Manufacturing, Div. of StanChem lnc.
c. Cafco Spraylilm Basecoat and Topseal; Isolarck Intemational Corp., Cafco Products'
2.3 AI,IXILIARYFIRE-RESISTIVEMATERIALS
A. General: hovide auxiliary fire-resistive mat€rials that are compatible with sprayed fire-resistive materials
and substrates and are approved by UL or another testing and inspecting agency acceptable to authorities
having jurisdiction for use in Fre-resistive designs indicated.
B. Substrate Primers: For use on each substrate and with each sprayed fire-resistive product, provide primer
that complies with one or mor€ of the following requirements:
l. Primer's bond strength comphes wlth requrrements specrtied rn ULs "Frre Resisance Dlrecrory.'
for coating materials based on a series of bond tests per ASTM E 736.
2. Prinrer is identical to those used in assemblies tested for fire-test-response characteristics of
sprayed fire-resistive material per ASTM E 119 by UL or another testing and inspecting agency
acceptable to authorities having jurisdiction.
C. Adhesive for Bonding Fire-Resistive Material: Product approved by manufacturer of sprayed fire-resistive
material.
D. Metal Lath: Expanded metal lath fabricated from material of weight, configuration, and finish required to
comply with fire-resistive designs indicated and fire-resistive product manufacturer's written
recommendarions. Include clips. lathing accessories, corneq bq4ds, and other 44chorage devices required
to attach lath to substrates and to receive sprayed fire-resistive material.
E. Reinforcing Fabric: Glass-fiber fabric of type, weight, and form required to comply with fire-resistive
designs indicated, approved by manufacturer of intumescent mastic fire-resistive rnaterial'
F. Reinforcing Mesh: Metallic mesh reinforcement of type, weight, and form required to comply with fire-
resistive designs indicated, approved by manufacturer of intumescent mastic fire-resistive material'
Include Pins and attaclment.
G. Topcoats: Typ" by manufacturer of each sprayed fire-resistive material for applications indicated.
IILM q\M7I.M VAILVALLEY MEDICALCENTER 07811 - 8
DEMOLITION AND STRUCTURAI, F'NIME
CO N STRUCTIO N S PEC I F IC ATIO N S
B JALYaQOI
Addendum No. I
SffibNtzfll SIRAYED
Veneer-Plaster Topcoat: Factory-mixed formulation of a latex-modified, inorganic, veneer plaster
recommende.d in writing for spray application over concealed and exposed formulations by manufacturer
of latter products.
t. Product: subject to compliance with requirements, provide "Topkete Type TK-610L', by w.R'
Grace & Co.-Conn., Construction Producs Div.
Water-Based Pernreabte Surface Coating: Factory-mixed formulation for brush, roller, or spray
application over concealed and exposed formulations by manufacturer of latter products'
l. Product: Subject to compliance with requirements, provide 'Cafco Topcoat" by Isolatek
Intemational Corp., Cafco Products.
Sealer for Sprayed-Fiber Fire-Resistive Material: Transparentdrying, waterdispersible protective coating
by manufacturer of sprayed-fi ber fire-resistive material.
l. product: Subject to compliance with requirements, provide "Cafco Bond-Seal" by Isolatek
International Corp., Cafco Products.
PART3 -E)GCUTION
3.I EXAMINATION
A. Examine substrates, with Installer present" to determine whether they re in satisfactory condition to
receive sprayed fire-resistive ."t"ri"l. A substrate is in satisfactory condition if it complies with the
H.
J.
following:
L substrates comply with requirements in the Section where the substrate and related materials and
consruclion are spccificrl.
2. Substrates are ftee of oil, grease, rolling compounds, incompatible primen, loose mill scale, dirt,
or other foreign substancJs capable of impairing bond of fire-resistive material with substrate
under conditions of normal use or fire exposure'
3. Objects penetrating fire-resistive rnateriat, including clips, hangers, support sleeves, and similar
items, are securely attach€d to substrates.
4. Substrates are not obstructed by ducts, piping, equipment, and other suspended constfuction that
will interfere with applying fire-resistive material'
Conduct tests according to fire-resistive material manufacturerb written recorrmendations to veriry that
substrates are free of oii, rolling compounds, and other subsl,ances capable of interfering with bond'
Do not proceed with installation ol fire-resrsuve matertal untll unsaustactory condtuons have been
corrected.
3.2 PREPARATION
A. Clean substrates of substances that could impair bond of fire-resistive matsrid, including oil, grease'
rolling compounds, incompatible primers, and loose mill scale'
B. prime substrates where recommended in writing by fre-resistive material manufacturer, unless compatible
shop primer has been applied and is in satisfactory condition to receive fire-resistive material'
B.
c.
VAIL VAILEY M EDICAL CENTER
DEMOLITION AND STRUCTARAL FMME
CO N STRA CTION SPECI F I CATION S
BTALY,NI
Addendum No. ]
HLItt 98M71-04 07811- 9
SIRtY@ffi
3.3
c.
D.
B,
c.
D.
F.
G.
For exposed applications, repair substrates to remove any surface imperfections that could affect
uniformity of texture and thickness in finished surface of sprayed fire-resistive material. Rernove minor
projections and fill voids that would telegraph through fire-resistive products after apPlication.
Cover other work subject to damage from fallout or ov€r-spray of fue-resistive marcrials during
application. Provide rcmporary enclosure as required to confine spraying operations, protect the
environment, and ensure maintenance of adequate ambient conditions for temperature and ventilation,
INSTALLATION,cENERAL
Comply with fire-resistive material manufacturerb wrifien instructions for mixing materials, application
procedures, and typas of equipnent used to convey and spray on fire-resistive rurcrial, as applicable to
particular conditions of installation and as required to achieve fire-resistance ratings indicated.
Apply sprayed file-re,sistive material that is identical to producB tested as specified in Part I in "Prodrrct
Test Reports" in "submittals" Article, with respect to rate of application, accelerator use, sealers,
topcoats, tampinC, trowelingl, water over-spray, or othcr ruterials and proceduras affecting test results.
tnstall nptal latb, as required, to comply with fire-resistance ratings and fire-resistive marerial
nunufacturer's written recommendations for conditions of exposure and intended use. Securely anach lath
to subsrate in position required for support and reinforcement of fire-resistive material. Use anclrcrage
devices of type recommended in r,rriting by fre-resistive mat€rial manufacfi'rer. Auach lathing
accessories where indicated or required for secure attachnpnt to substrate.
Coat substrates with adhesive before applying lire-resistive naterial where rcquired to achieve fire-
resishnce rating or as recommended in writing by fire-resistive material manufactrner for material and
application indicated.
Ext€nd firc-r€sistive material in full thickness over entire area of each substrate to be prorcoed. Unless
otherwrse recommended in writing by fire-resistivc rtutetial lranufacturer, instatl body uf lire-resistivs
covering in a single course.
Spray apply fire-resistive materials to maximum extent possible. Following the spraying operation in each
area, complete the coverage by trowel application or other placement method recommended in writing by
manufacturcr.
For applications over encapsulant malerials, inchding lockdown (post-removal) encapsulants, apply
sprayed fire-resistive material that differs in color from that of the encapsulant over which it is applied.
Where sealers are used, apply products that are tinted to differentiate them from the sprayed fire-resistive
rnaprial qyer which they are applied.
INSTALLING CONCEAI-ED SPRAYED FIRE-RESISTIVE MATERIAIS
Apply concealed fire-resistive material in thicknesses and densities indicated, but not less than those
required to achieve fire-resistance ratings designated for each condition, and comply with requirements
for thickness specified in Part 2 "Concealed Sprayed Fire-Resistive Materials" Anicle.
Apply water over-spray to concealed, sprayed-fiber fire-resistive mat€rial as requit€d to obtain designated
fire-resistance rating and where indicated.
V AI L VAILEY M ED ICAL C ENTE R
DEMOUTION AND STRACTARAL FRAME
CO N STRU CTION S P EC I F I CAT I O N S
3.4
A.
B.
Addetdum No, l
HLil[ 98ffi71-04 07811 - n
$s li@ffi
c.
D.
Apply sealer to concealed sprayed fire-resistive material.
Apply topcoat to concealed sprayed fire-resistive material.
INSTALLING EXPOSED SPRAYED FIRE-RESISTIVE MATERIALS
Apply exposed sprayed fire-resistive material in thicknesses and densities indicated, but not less than that
."q"ii"a io achieve-fire-resistance ratings designated for each condition, unless greater thicknesses and
densities are indicated.
hovide a uniform finish complying with description indicated for each type of material and matching
Architectb sampte or, if none, finish approved for field-erected mockup.
Apply sprayed-frber fire-resistive material to produce the following finish:
l. Spray-texturedfinish.
2. Apply sealer.
3. Apply topcoat.
Apply intumescent mastic firc-resistive material as follows:
l. Install reinforcing fabric where indicated or required.
2. Finish: Spray+extured finish with no further treaunent'
Apply thin-film innrmescent mastic fire-resistive material as follows:
L Finish: spray apply successive base coa(s) and finish topcoat. Allow drying and curing between
coats. Determine required dry film thickness before applying finish topcoat'
FIELD QUALITYCONTROL
Testing Agency: Owner will engage a qualified independent testing and inspecting agency to perform
field tests and inspections and to prepare test reports.
l. Testing and inspecting agency will interpret tests and state in each report whether tested work
complies with or deviates from requirements.
Testing and inspecting of completed applications of sprayed fire-resistive material will take place in
,o""".iiu" ,tuger, in areas of "it"nt "nd
using methods as follows. Do not Proceed with application of
fire-resistive *"t".iul for the next area until test results for previously completed applications of fne-
resistive material show compliance with requirements.
Extenu For each l5I[O-sq. lt. area, or partial afea, on each lloor, tesdng and inspecling agelE
will evaluate the following characteristici. Tested values must equal or exceed values indicated
and values required for approved fire-resistance design.
a. Thickness for Floors, Roofs, and walls: From the average of l0 measurements from a 144-
sq. in. sample area, with sample width of not less than 6 inches per ASTM E 605'
b. Tirickness
-for
Structural Frame Members: From a sample of 25 percent of strucnyal
members per floor, taking 9 measurements at a single qoss section f91 joists and trusses
and 7 measurements ofa single cross section for columns per ASTM E 605'
VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STRACTURAL FRAME
CO N STRUCTION SPECI F ICAT IO N S
fiJAfi't001
Addemlum No, I
3.5
B.
c.
D.
3.6
A.
B.
l.
HIM 98M71.04 07811 - r1
sEsnoNfrSil sPf;ev-EDW
c. Density for Floors, Roofs, Walls, and Structurd Frame Members: At frequency and from
sample size indicated for determining thickness of each type of construction, per
ASTM E 605 or AWCI Technical Manual 12-A, Appendix A, "Alternate Method for
DensitY Determination."
d. Bond Strength for Floors, Roofs, Walls, and Structural Framing Members: Cohesion and
adhesion at frequency and from sample size indicated for determining thickness of eacb
tYPe of construction, Per ASTM E ?36.
Z. When testing discovers applications of Frre-resistive material not in corrpliance with requirements'
testing and lnspecting agency will perform additional random testing to determine extent of
noncorPliance.
C. Remove and replace applications of fire-resistive rnaterial where test results indicate that they do not
comply with specified requirements for cohesion and adhesion or for density, or both.
D. Apply additional fire-resistive material per manufacturer's written instructions where test results indicate
that thickness does not comply with specified requirements.
E. Additional testing and inspecting, at Conracbr's expense, will be performed to determine cornpliance of
replaced or additional work with specified requirements'
3.7 CLEANING,PROTECTING,ANDREPAIR
A. Cleaning: Inunediately after completing spraying operations in each confinable area of Project, remove
materiaaover-spray and fallout frorn surfaces of other construction and clean exposed surfaces to remove
evidence of soiling.
B. Protect fire-resistive material, according to advice of product manufacturer and Installer, from damage
resulting from construction operations or other causes so ftre protection will be without damage or
deterioration at the time of Substantial Completion.
C. Coordinate application of fire-resistive material with other constntction to minimize the need to cut or
remove fire protection. As installation of other construction proceeds, inspect fre-resistive material and
patch any darnaged or removed areas'
D. Repair or replace work that has not been successfully protected.
rlt
END or SECTION 07811
VAI L VAITtsY M EDICAL CENT ER
DEMOLITION AND STRUCTURAL FRAME
CO N STRU CTION SPEC I F ICATIO N S
IS JALY2OOI
Addendum,No. l
HLM 980071.04 07811 . 12
1.2
$Tffi sp.ffi
PART I . GENERAL
l.l RELATED DOCI.JMENTS
Drawings and generat provisions of the Contract, including General and Supplementary Conditions and
Division I Specification Sections, apply to this Section.
SI,JMMARY
This Section includes the following:
l. Concealedsprayedfire-resistivematerials.
2. Exposed sprayed fire-resistive materials.
3. Topcoat.
4. Sealer.
Related Sections include the following:
1. Division 3 Section "Cast-in-Place Concrete" for concrete protecting structural steel.
2. Division 3 Section "Architectural Precast Concrete - Plant Cast" for precast protecting structural
steel.
t. Division 4 Section "Unit Masonry" for masonry protecting structural steel.
4. Division 5 Section "structural Steel" for surface conditions required for structural steel receiving
sprayed fire-resisti ve materials.
5. Division ? Section "Building Insulation" for fire-safing insulation.
6. Division 7 Section "Board Fire ProGction" for mineral-fiber-board fue protection,
7. Division 7 Section "Firestopping" for through-penetration firestopping systems.
8. The following Division 9 Sections for gypsum-board-based fire protection:
a. "Gypsum Bnard Assemhlies "
DEFINTTIONS
Concealed sprayed fire-resistive material is applied to surfaces that are concealed from view behind other
construction when the Work is completed.
Exposed sprayed fire-resistive material is applied to surfaces that are exposed to view when the Work is
completed.
SUBMITTALS
B.
A.
A.
1.3
B.
1.4
B.
Product Data: For each fire-resistive product specified.
Shop Drawings: Structural-framing plans indicating the following:
l. Locations and types of surface preparations required before applying sprayed fire-resistive
material.
2. Extent of sprayed fire-resistive material for each construction and fre-resistance rating, including
the followins:
VAIL VALLEY M EDICAL CENTER
Design Develnpmen Pricing Documentt
r3 x0LY.200t
Alilentlum Na, !
HLM 98007r-04 O78II. I
si*ttrftsfiig'f{,
D.
a- Applicable fire-resistive design designations of a qualified testing and inspecting agency
acceptable to authorities having jurisdiction.
b. Minimum thicknesses needed to achieve rcquired fire-resistance ratings of structural
components and assemblies.
c. Designation of restrained and unresrained conditions based on definitions in ASTM E I19,
Appendix X3 as determined by a qualified professional engineer.
3. Treatnent of sprayed fre-resistive material after application.
Samples for Initial Setection: Manufacturer's color charts showing the full range of colors and glosses
available.
Samples for Vcrification: Of each type of exposed finish required, prepared on 2 Samples, each 4 inches
square, of each color, gloss, texture and material formulation to be applied. Where finishes involve
normal color and texture variations, include Sample sets showing the full range of variations expecred.
Product Certificates: Signed by manufacturer of sprayed fire-resislive material certifying that the products
firnished comply with requirements.
Installer Certificates: Signed by nunufacturer certi$ing that installers comply with specified
requirernents.
Qualification Data: For firms and persons specified in "Quality Assurance" Article to demonstrate their
capabilities and experience. Include lists of completed projects with project nanres and addrcsses, narnes
and addresses of archiGcts and owners, and other information specified.
Cornpatibility and Adhesion Test Reporrc: For prinrers and other coatings applied to structural steel.
Provide reports from a qualified independent testing and inspecting agency engaged by Contractor.
Confirm that primers and coatings proposed for application in shop or field are compatible with fire-
resistive material, Instruct laboratory to determine compatibility according to requirements specified in
"Quality Assurance",\rticlc.
Product Test Reports: Indicate ttrat physical properties of proposed sprayed ftre-resistive materials
comply with specified requirements based on comprehensive testing of curent product formulations by a
qualified testing and inspecting agency according to requirements specified in "Quality Assurance"
Article.
Researcl/Evaluation Reports: Evidence of sprayed fire-resistive material's compliance with building code
in effect for Project, from a model code organization acceptable to authorities having jurisdiction.
QUALITY ASSI,]RANCE
lnstaller Qualtticationsi EngagC an experienced rnstaliCi certrfi€d, hcensed, or otheruse quahfierl by
sprayed fire-resistive maoerial manufacturer as having the necessary experience, staff, and Eaining !o
install manufacturer's products according to specified requirements. A manufacturer's willingness to sell
its sprayed fire-resistive materials to Contractor or to an installer engaged by Contractor does not in itself
confer qualilication on the buyer.
Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in the
jurisdiction where hoject is located and who is experienced in providing engineering services of tlrc kind
indicated. Engineering services are defined as those performed for installations of sprayed fire-resistive
materials thai are similar to those indicated for this Project in material, design, and extent.
F.
G.
I.
t.5
B.
VAIL VALLEY MEDICAL CENTER
Design Developmcnt Prbing Docamen$
IsTUWW$I
Add,endum No- 1
HLD| 980071-04 07811 - 2
c.
D.
spRAyED.S*&is.sr,$
Testing Agency Qualifications: An independent testing and inspecting agency. with the experience and
capability 1o conduct the testing inaicatea without delaying the Work, as documented according to
ASTM E 699.
Testing of Fire-Resistive Materials: By a qualified testing and inspecting agency engaged by Contractor or
manufacturer according to the following requirements:
l. Sprayed fire-resistive materials are randomly selected for testing from bags bearing the applicable
classification marking of UL or another testing and inspecting agency acceptable to authorities
having jurisdiction.
2. Testing is performed on specimens of sprayed fire-resistive materials that comply with laboratory
testing requirements spe;fied in Put 2 and are otherwise identical to installed fue-resistive
materials, including application of accelerant, sealers, topcoats, tamping, troweling, rolling, and
water over-spray, if any of these are used in final application'
3. Testing is perflrmed
-on
specimens whose application the independent testing and inspecting
agency witnessed during preparation and conditioning. Include in test reports a full description of
preparation and conditioning of laboratory test specimens.
Testing for Compatibility and Adhesion: Engage a qualified testing and inspecting agency to plepare
"o-p"tibility and adhesion test reports ttquit"J in "Subminals" Article based on testing that complies
with the following requirements:
l. Testing for bond per ASTM E 736 and requirements specifred in UL's "Fire Resistance Directory"
about coating materials'
2. Verify that
-manufacturer of fire-resistive material has not found primers or coatings to be
incompatible with fire-resistive material based on its own laboratory testing or field experierrce'
Source Limitations: Obtain each type of sprayed hre-resistive material from one source and by a single
manufacturer.
Fire-Test-Response Characteristics: Provide sprayed fire-resistive materials and assemblies identical to
ths,sg tested for the following fire-test-responsi characteristics per test method_indicated below by UL or
""o**t t"rti"i and inspecti-ng agency aCceptabie to authorities having jurisdiction' Identify packages
Oags) conraining sprayed fre-risistive material with appropriate rnarkings of applicabte testing and
inspecting agency.
.,
Fire-Resistance Ratings: As indicated by reference to fire-resistive designs listed in UL's "Fire
Resistance Directory,i or in the comparable publication of another testing and inspecting agency
acceptable to authorities having jurisdiction, for sprayed fre-resistive material serving as direct-
applied protection, tested per ASTM E I 19'
surface-Burning characteristics: As indicated tbr each sprayed lire-rcsistive product required,
F.
c.
1.
tCsied per ASTM b it4.
H.Provide products containing no detectable asbestos as determined according to the method specified in
40 CFR,'Part 763, Subpart E, Appendix E, Section 1, "Polarized Light Microscopy'"
Mockups: Before installing sprayed fne-resistive material, apply products specified to demonstrate
qualities of materials ana execution. Build mockups to comply with the following requirements, using
materials indicated for completed Work:
L Locate mockups in the location indicated or, if not indicated, as directed by Architect.
VAIL VALLEY M EDICAL CENTER
Design Development Pricing Documenls
n talv200l
-*ldenlttm Na I
HLM 98047L04 07811 - 3
2.
J.
4.
5.
6.
Extent of Mockups: Approximately 20 lineal feet of surface for each product indicated.
NotiS Architect 7 days in advance of the dates and iimes when mockups will be constructed.
Demonstate the proposed workrnanship, including patching.
Obtain Architect's approval of mockups beforc starting application of product.
Maintain mockups during construction in an undisturbed condition as a standard for judging the
comple ted Work.
a. Approved mockups in an undisturbed condition at the time of Substantial Completion may
become part of the comPleted Work.
1.6 DELTVERY, STORAGE, AND HANDLING
Deliver products to Project site in originat, unopened packages with intact and legible manufacturers'
labels identi$ing product and manufacturer; date of manufactue; shelf life, if applicable; and fire-
resistance ratings applicable to Project.
Use materials with limited shelf life within period indicated. Remove from Project site and discard
materiats whose shelf life has expired.
Store materials inside, under cover, aboveground, so they are kept dry until ready for use. Remove from
Project sire and discard materials that have deteriorated.
PROJECT CONDITIONS
Environmental Limitations: Do not apply sprayed fire-resistive material when ambient or substrate
temperatues are 4OdegF or lower, unless temporary protection and heat is provided to maintain
temperatues at or above this level for 24 hours before, during, and for 24 hours after product application.
Ventilation: Ventilate building spaces during and after application of sprayed fire-resistive material. Use
natural means or, where this is inadequate, forc€d-air circulation until fire-resistive material dries
ttrut.rughly.
SEQUENCING
Sequence and coordinate application of sprayed fire-resistive materials with other related work specified
in other Sections to comply with the following requirements:
1. Provide temporary enclosures for interior applications to prevent deterioration of fire-resistive
material due to exposure to unfavorable environmental conditions.
Z. Avoid unnecessary exposure of fire-resistive materid to abrasion and other damage likely to occur
during construction operations subsequent to its application.
-1. Do not apply fire-resistive material to metal roof deck substrates until roofing has been completed:
prohibit roof trallic during applicatron and dryrng oi iire-resrsuve malerlal.
4. Do not begin applying fire-resistive material until clips, hangers, suPports, sleeves, and other items
penetrating fire prolection are in place.
5. Defer installing ducts, piping, and other items that would interfere with applying fire-resistive
material until application of fire protection is completed.
6. Do not install enclosing or concealing construction until after fire-resistive mat€rial has been
applied, inspected, tested, and corrections have been made to defective applications.
WARRANTY
B.
c.
t;l
1.8
B.
A.
1.9
VAIL VALLEY MEDICAL CENTER
Design Development Pricing Documenrs
BTAT.Yawl
,\dlendum lltt. I
HLM 980071-04 07811 - 4
Spx11y5p;FlRbis$ff
c.
A.
B.
A.
B.
C.
General Warranty: The special wananty specified in this Article shall not deprive Owner of other rights
Owner may have under other provisioni of the Contract Documents and shall be in addition to, and run
concunent with, other warrantils made by Contractor under requirements of the Contract Documents'
Special Warranty: Submit a written warranty, executed by Contractor and cosigned by Installer, agreeing
to repair or replace sprayed fire-resistive tn"Ltiult that fail within the specified warranty period'
1. Failures include, but are not limited to, cracking, flaking, eroding in excess of specified
requirements; peeling; and delaminating of sprayed fire-resistive materials hom substrates due to
deiective materials and worlrnanship within the specified wananty period.
Z. Not covered under the warranty ar" l"il*"t due to darnage by occupants and Owner's rnaintenance
personnel, exposure to environmental conditions other than those investigated and approved during
hra-r"rponr" t"rting, and other causes not reasonably foreseeable under conditions of normal use'
Warranty Period: 2 years from date of Substantial Completion'
L.1
PART2 - PRODUCTS
2.1 PERFORMANCE REQI,NREMENTS
A. Fiberous fireproofing system to provide a fire rated assembly rating of:
VAIL VALLEY M EDICAL CENTER
Design Development Prbing Documents
B taLY2001
,tilden/unt llo I
l. 3 hour: columns - UL design X829.
2. 3 hour: beams and girders (colummo-column) - LJL design N8l6'
3. 2 hour: purlins Oeam-to-beam) - LJL design D902'
4. 2 hour: concrete roof assembly - UL design D902'
5. 2 hour: concrete floor assembly - UL design D902'
CCNCtrALED SPR,4.YED IiIRE RESISTTVE \4ATERIAI' S
l"n"rut, For concealed applications of sprayed fire-resistive materials, provide manufacturer's standard
products complying with requirements ddic;ted in this Article for material composition and physical
properties representative of installed products.
Material Composition: As follows:
l. sprayed-fiber fire resislive material consisting of factory-mixed, dry formulation of inorganic
binders, mineral fibers, fillers, and additives conveyed in a dry state by pneumatic equipment and
rrux'ed wrth wal.er at spray nozzlc [o [trrnr a tiartrp, ar-appliurl pruj".-i'
Physical Properties: Minimum values, unless otherwise indicated' or higher values required to attain
designated fire-resistance ratings, measured per standard test methods referenced with each property listed
as follows:
l. Dry Densiry: 15 lb./cu. ft for average and individual densities regardless of density indicated in
referenced fire-resistive design, or greater if required to attain fire-resistance ratings indicated, per
ASTM E 605 or AWCI tellnicat Manual l2-A, Appendix A, "Altemate Method for Density
Determination'"
HIII 980071-04 078t1- 5
SPRAI.EDffi
D.
Z. Thickness: Provide minimum average thickness required for fire-resistive design indicated
according to the following criteria, but not less than 0.375 inch, per ASTM E 605.
a. Where the referenced fire-resistive design lists a thickness of I inch or greater, the
minimum allowable individual thickness of sprayed fire-resistive materid is the design
thickness minus 0.25 inch.
b. Where the referenced fire-resistive design lists a thickness of less than I inch but more than
0.375 inch, the minimum allowable individual thickness of sprayed fire-resistive material is
the greater of 0.375 inch or 75 percent of the design thickness.
c. No reduction in average thickness is perrnitted for those fire-resistive designs whose fire-
resistance ratings were established at densities of less than 15 lb-/cu. ft.
3. Bond Strength: 150 lbf/sq. ft. per ASTM E 736 under the following conditions:
a. Field test sprayed fire-resistive malerial that is applied to flarges of wide-flange structural-
steel members on surfaces matching those that will exist for remainder of steel receiving
fire-resistive material.
b. If surfaces of structural steel receiving sprayed fre-resistive material are primed or
otherwise painted, perform series of bond tests specified in LJL's "Fire Resistance
Directory" for coating materials.
c. Minimum thickness of sprayed fire-resistive material tested in laboratory shall be 0.75 inch.
4. Compressive Strength: 5.21 lbflsq. in, as determined in the laboratory per ASTM E 761'
Minimum thickness of sprayed fire-resistive material tested shall be 0.75 inch and minimum dry
density shall be as specified, but not less than 15 lb./cu. ft.
5. Corrosion Resistance: No evidence of conosion per ASTM E 937'
6. Deflection; No cracking, spalling, delamination, or the like per ASTM E 759.
7. Effect of Impact on Bonding: No cracking, spalling, delamination, or the like per ASTM E 760.
8. Air Erosion: Maximum weight loss of 0.025 g/sq. ft. in 24 hours per ASTM E 859. For laboratory
tes6, minimum thickness of sprayed fire-resistive material is 0.75 inch, maximum dry density is 15
lb./cu. lt-, test specimens are nor prcpurged by trtxlianieally in.luco.l air velucitics, atiii tcsts ai'c
temrinated after 24 hours.
Fire-Test-Response Characteristics: Provide sprayed fue-resistive materials with the following surface-
burning characteristics as determined by testing identical products per ASTM E 84 by uL or another
testing and inspecting agency acceptable to authorities having jurisdiction.
l. Flame Spread: 10 or less.
2. Smoke Developed:0.
3. Fungal Resistance: No observed growth on specimens per ASTM G 21.
Products: Subielt ro compliance with requirements, provide productsty one ofthe following-
L Sprayed-FiberFire-ResistiveMaterial:
a. Cafco Blaze-shield II; Isolatek International Corp., Cafco Products.
b. Type JN-HD; Isolatek International Corp., Cafco Products.
EXPOSED SPRAYED FIRE-RESISTTVE MATERIALS
VAI L VALLEY MEDICAL CENTER
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HLM 98(n7I-04 0781t - 6
SPRAffiD
A.
B,
General: For exposed applications of sprayed fire-resistive materials, provide manufacturer's standard
producrs complying with requirements indicated for material composition and for minimum physical
properties ofeach product listed, measured by standard test methods referenced with each property'
Sprayed-Fiber Fire-Resistive Material: Factory-mixed, dry formulation of inorganic binders' rnineral
fibers, fillen, and additives conveyed in a dry state by pneumatic equipment and mixed with water at
spray nozzle to form a damp, as-applied product, complying with the following rcquarements:
l. Dry Density: Values for average and individual densities as required for fire-resistance ratings
inicated, per ASTM E 605 or AWCI Technical Manual l2-A, Appendix A, "Alternate Method
for Density Determination," but with an average density of not less than 22lb.lcu. ft
2. Bond Srength: 434 lbf/sq. ft. per ASTM E 736-
3. Compressive Srength: 5l lbflsq. in. per ASTM E 761.
4. Dry bensiry: Vatuis for average and individual densities as required for fire-resistance ratings
indicated, per ASTM E 605 or AWCI Technical Manual l2-A, Appendix A, "Alternate Method
for Density Determination," but with an average density of not less than 39 lb./cu. ft.
5. Bond Strength: 1000 lbflsq. ft. per ASTM E 736.
6. Compressive Strength:300 lbflsq. in. per ASTM E 761'
7. Corrosion Resistance: No evidence ofcorrosion per ASTM E 937'
8. Deflection: No cracking, spalling, delamination, or the like per ASTM E ?59'
9. Effect of Impact on Bonling: No cracking, spalting, delamination, or the like per ASTM E 760.
10. Air Erosion: Maximum weight loss of 0'025 glq. ft. per ASTM E 859'
I t. Combustion Characteristics: Passes ASTM E 136.
Fire-Test-Response Characteristics: Provide sprayed fire-resistive materials with the following surface-
burning characteristics as determined by testing identical products per ASTM E 84 by IJL or another
testing-and inspecting agency acceptable to authorities having jurisdiction'
1. Flame Spread: l0 or less.
2. Smoke Developed:0,
J. Fungal Reststance: No observed growtll on spcairllolrs pdr ASTI{ C 2i'
4. For
-exterior applications of sprayed fire-resistive material, provide manufacturer's formulation
. approved for surfaces exposed to the exterior.
Water-Based Intumescent Mastic Fire-Resistive Material: Factory-mixed formulation consisting of water-
based mastic, with inorganic reinforcing fibers for spray application'
Nonwater-Based Intumescent Mastic Fire-Resistive Material: Factory-mixed formulation consisting of
mastic, with inorganic reinforcing fibers for spray application'
l. For exterior applications of fire-resistive material, provide tnanufacturer's formulation approved
for such use.
c.
D.
F.Thin-Film Intumescent Mastic Fire-Resistive Material: Factory-mixed mastic coating system, spray
applied as thin-film coating, as follows:
l. Single-component system consisting of intumescent coating'
2. Multicomponent system consisting of an intumescent base coat and topcoat'
Color and Gloss: As indicated by manufacturer's color and gloss designations'
Products: Subject to compliance with requirements, provide one of the following:
c.
H.
VAIL VALLEY MEDICAL CENTER
Design Development Pricing Documenls
B TALY 2OOI
Addewltttrt i\i.t' )
HLM 980071-04 07811 - 7
sp.ntrtow
1. Sprayed-FiberFire-ResistiveMaterial:
a. Cafco Deck Shield I; Isolatek International Corp., Cafco Producs.
2. Water-BasedlntumescentMastic Fire-ResistiveMaterial:
a. Clad 900; Albi Manufacturing, Div. of Stanchem Inc.
3. Nonwater-BasedlntumescentMasticHre-ResistiveMaterial:
a. Ctad 800; Albi Manufacnring, Div. of StanChem Inc.
b. Pitt-Char XP; Carboline Co., Fireproofing Products Div.
c. Chartek IV; Textron Specialty Materials.
4. Thin-FilmlnturnescentMastic Fire-ResistiveMaterial:
a. Firefilm and Colorcoat; A/D Fire Protecdon Systems, Inc.
b. Clad TF; Albi Manufacturing, Div. of StanChem Inc.
c. Cafco Sprayfilm Basecoat and Topseal; Isolatek International Corp,, Cafco Products.
2.3 AI.TXILIARYFIRE-RESISTIVEMATERIALS
A. Generat: Provide auxiliary fue-resistive materials that are compatible with sprayed fire-resistive materials
and substrates and are approved by UL or another testing and inspecting agency acceptable to authorities
having juridiction for use in fire-resistive designs indicated.
B. Substrate Primers: For use on each substrate and with each sprayed fire-resistive product, provide primer
that complies with one or more of the following requirements:
l. fTrmer's bond snength comphes wirh requirements specihed in ULi 'Fire Resisunce Direr.:rory.'
for coating materials based on a series of bond tests per ASTM E 736.
2. Primer is identical to those used in assemblies tested for fire-test-r€sponse characteristics of
sprayed fire-resistive material per ASTM E ll9 by UL or another testing and inspecting agency
acceptable to authorities having jurisdiction.
C. Adhesive for Bonding Fire-Resistive Material: Product approved by manufacturer of sprayed fire-resistive
material.
D. Metal Lath: Expanded metal lath fabricated from material of weight, configuration, and finish required to
comply with fire-resistive designs indicated and fire-resistive product manufacturert written
recommendaliqns. Include clips, lathing accessories, corner beads, and other anchorage devices rcquired
to attach lath to substrates and to receive sprayed fire-resistive material.
E. Reinforcing Fabric: Glass-fiber fabric of type, weight, and form required to comply with fire-resistive
designs indicated, approved by manufacturer of intumescent mastic fire-resistive material.
F. Reinforcing Mesh: Metallic mcsh reinforcement of t]?e, weight, and form required to comply with fire-
resistive designs indicated, approved by manufacturer of intumescent mastic fire-resistive material.
Include pins and attachment.
G. Topcoats: Type by manufacturer ofeach sprayed fire-resistive material for applications indicated.
V AI L VALLEY MEDICAL CENTER
Design Development Pricing Docume nts
13 TULY.\OOI
Addendum No. t
HLM 98007|-M 07811 . 8
J.
veneer-Plaster Topcoat: Factory-mixed formulation of a latex-modified, inorganic, veneer plaster
recommended in writing for spray application over concealed and exposed formulations by manufacturer
of latter products.
t. hoduct: subject to compliance with requirements, provide "Topkrete Type TK-610L" by w.R.
Crace & Co.--Conn., Construction Products Div.
Water-Bas€d Permeable Surface Coating: Factory-mixed formulation for brush, roller, or spray
application over concealed and exposed formulations by manufacturer of latter products.
l. product: Subject to complianc€ with requirements, provide "Cafco Topcoat" by Isolatek
Intemational Corp., Cafco Products.
Sealer for Sprayed-Fiber Fire-Resistive Material: Transparent-drying, water-dispersible protective coating
by manufacturer of sprayed-fiber fire-resistive material.
l. product: Subject to compliance with requirements, provide "Cafco Bond-Seal" by Isolatek
International Corp., Cafco Products.
PART 3 - EXECUTION
EXAMINATION
Examine substrates, with Installer present, to determine whether they are in satisfactory condition to
receive sprayed fire-resistive material. A substrate is in satisfactory condition if it complies with the
following:
l. Substrates comply with requirements in the Section where the substrate and related materials and
consrrucrion are sptcifi cti.
2. Substrales are free of oil, grease, rolling compounds, incompatible primers, loose mill scale, dirt,
or olher foreign substances capable of impairing bond of fire-resistive material with substrate
under conditions of normal use or fire exposure.
3. Objects penetrating fire-resistive materi;I, including clips, hangers, support sle€vest and similar
items, are securely attached to substrates.
4. Substrates are not obstructed by ducts, piping, equipment, and other suspended construction that
will interfere with applying fire-resistive material.
Conduct tests according to hr€-resistive material manufacturer's writlen recommendations to veriry that
substrates are free of oil, rolling compounds, and other substances capable of interfering with bond'
po nof pro.""J with insiallauon of tire-resistive mateflal untrl unsatlstactort condrtrohs have been
corrected,
PREPARATION
Clean substrates of substances that could impair bond of fire-resistive material, including oil, grease'
rolling compounds, incompatible primers' and loose mill scale'
prime substrates where recommended in writing by fire-resistive material manufacturer, unless compatible
shop primer has been applied and is in satisfactory condition to receive fire-resistive material'
H.
3.1
A.
B.
c.
J.L
B.
VAIL VALLEY MEDICAL CENTER
Design Development Prbing Docuncn$
13 TALY2MT
Addendunt No. I
HLM 980071-04 07811 - 9
s.
D.
For exposed applications, repair substrates to remove any surface imperfections that could affect
uniformity of texture and thickness in finished surface of sprayed fire-resistive macrid. Remove minor
projections and fill voids that would telegraph through fire-resistive products after application.
Cover other work subject to danage from fallout or over-spray of fire-resistive mat€rials during
application. Provide temporary enclosure as required to confine spraying operations, protect the
environment, and ensure maintenance of adequate ambient conditions for temperature and ventilation'
INSTALLATION, GENERAL
Comply with fire-resistive material manufacturer's written instructions for mixing materials, application
procedures, and types of equiprnent used to convey and spray on fire-resistive material' as applicable to
particular conditions of installation and as required to achieve fire-resistance ratings indicated.
Apply sprayed fire-resistive mat€rial that is identical to products tested as specified in Part I in "Product
Test Reports" in "submittals" Article, with respect to rate of application, accelerator use, sealers,
topcoats, tamping, troweling, water over-spray, or other materials and procedures affecting test results.
Install metal lath, as required, to comply with fire-resistance ratings and fire-resistive materid
manufactgrrr's written recommendations for conditions of exposure and intended use. Securely attach lath
to substrate in position required for support and reinforcement of fire-resistive material. Use anchorage
devices of q1pe recornmended in uriting by fire-resistive material rnanufacturer. Attach lathing
accessories wherc indicated or required for secure attachment to substrate.
Coat substrates with adhesive before applying fire-resistive material where required to achieve fire-
resistance rating or as recommended in writing by fire-resistive material manufacturer for material and
application indicated.
Extend fire-resistive material in full thickness over entire area of each substrate to be protected. Unless
otherwise recommended ln wntlng by tire-resrstive marerial manufaourer, install body oi ilre-resistivc
covering in a single course.
Spray apply fire-resistive materials to maximum extent possiblo. Following the sprafng operation in each
area, complete the coverage by tmwel application or other placement method recommended in writing by
manufachrrer.
For applications over encapsulant materials, including lockdown (post-removal) encapsulants, apply
sprayed fire-resistive material that differs in color from that of the encapsulant over which it is applied.
Where sealers are used, apply products that are tinted to differentiate them from the sprayed fire-resistive
material ovet wl ch they are applied.
INSTALLINC CONCEALED SPRAYED FIRE-RESISTIVE MATERIALS
Apply concealed fre-resistive material in thicknesses and densities indicated, but not less than those
required to achieve fire-resistance ratings designated for each condition, and comply with requirements
for thickness specified in Part 2 "Concealed Sprayed Fire-Resistive Materials" Article.
Apply water over-spray to concealed, sprayed-fiber fire-resistive material as required to obtain designated
fire-resistance rating and where indicated.
VAI L VALLEY M EDICAL CENTER
Design Dev elopment Pricing Documents
13IULY 2AOI
Addendum No. i
3.3
B.
c.
D.
E.
F.
G.
J..t
B.
HLM 980071.04 07811 - r0
sEcfloNficlr SPRAYED], NSiRFAIgffi
c.
D.
Apply sealer to concealed sprayed fire-resistive material.
Apply topcoat to concealed sprayed fire-resistive material.
INSTALLING EXPOSED SPRAYED FIRE-RESISTIVE MATERIALS
Appty exposed sprayed fire-resistive material in thicknesses and densities indicated, but not less than that
*;.d io achie""-fir"-resistance ratings designated for each condition, unless greater thicknesses and
densities are indicated.
Provide a uniform finish complying with description indicated for each type of material and marching
Architect's sample or, if none, Frnish approved for field+rected mockup'
Apply sprayed-fiber fire-resistive material to produce the following finish:
l. Spray-texturedfinish.
2. Apply sealer.
3. Apply topcoat.
Apply intumescent mastic fire-resistive material as follows:
l. Instatl reinforcing fabric where indicated or required'
2. Finish: Spray-textured finish with no furtber treafinent'
Apply thin-film intumescent mastic fire-resistive malerid as follows:
l. Finish: Spray apply successive base coat(s) and finish topcoat. Allow drying and curing between
coats. Deiermine required dry film thickness before applying finish topcoat'
FIELD QUAI-ITY CONTROL
TestingAgency:ownerwillengageaqualifiedindependenttestingandinspectingagencytoperform
field tests and inspections and to prepare test reports'
l.Testingandinspectingagencywillinterprettestsandstateineachreportwhethertestedwork
complies with or deviates from requiremenls.
Testing and inspecting of completed applications of sprayed fire-resistive material will take place in
successive stages, in areas of eitent and^ using rnethods as follows. Do not proceed with application of
fire-resistive material for the next area until tst results for previously completed applications of fire-
resistive material show courpliance with requirements'
t. txtent: Foi each 15,004-sq. ft. area, or partral area, on Cach tlool, testirrg artti inspccfng agutr"Y
will evaluate the foliowing characteristici. Tested values must equal or exceed values indicated
and values required for approved fire-resistance design'
3.5
A.
B.
c.
D.
E.
3.6
B.
a. Thickness for Floors, Roofs, and Walls: From the average of l0 measurements from a 144-
sq. in. sample area, with samPle width of not less than 6 inches per ASTM E 605'
b. Thickness for Structural Frame Members: From a sample of 25 percent of structural
members per floor, taking 9 measurements at a single cross section for joists and trusses
and 7 measurements ofa single cross section for columns per ASTM E 605'
VAIL VALLEY MEDICAL CENTER
Design Development Pricing Documents
$ TALT 2OOI
Aild'e ndum' Na. I
HLM 98M71-04 07811- Il
srn*raD.s&Bg$Is ffi '
c. Density for Floors, Roofs, Walls, and Skuctural Frame Members: At frequency and from
sample size indicated for determining thickness of each type of construction,_ per
ASTME605 or AWCI Technical Manual l2-A, AppendixA, "Alternate Method for
DensitY Determi nation. "
d. Bond itrength for Floors, Roofs, Walls, and Stuctural Frarring Members: Cohesion and
adhesion at'frequency and from sample size indicated for determining thickness of each
type of construction, Per ASTM E ?36.
2. When testing discovers applications of fire-resistive material not in compliance with requirements'
testing and
-inspecting agincy will perform additional random testing to determine extent of
noncomPliance.
C. Remove and replace applications of fire-resistive material where test results indicate that they do not
comply with specified requirements for cohesion and adhesion or for density, or both.
D. Apply additional fire-resistive rnaterial per manufacufer's written instructions where test results indicate
that thickness does not comply with specified requirements'
E. Additional testing and inspecring, at contractor's exp€nse, wilt be performed to determine compliance of
replaced or additional work with specified requirenrents.
3.7 CLEANING, PROTECTING' AND REPAIR
A. Cleaning: Immediately after conrpleting spraying operations in each confinable area of Project, remove
material ot"r-sp."y *i fallout from surfaces of other consEuction and clean exPosed surfaces to remove
evidence of soiling'
B. protect fire-resistive material, according to advice of product manufacturer and Installer, from damage
resulting from construction operations or other causes so fire protection will be without damage or
deterioration at the time of Substantial Completion.
C. Coordinate application of fre-resistive material with other construction to minimize the need to cut or
remove fue frotection. As installation of other construction proceeds, inspect fire-resistive material and
patch any damaged or removed areas.
D. Repair or replace work that has not been successfully protected'
':'
END 0t' SECrtoN 07811
V A IL VAI,I,EY MED ICAL CENT ER
Design Development Pricing Documents
13 TALY 2OOT
Atldendun Na. .l
HLM 98U71-04 078il - 12
ADDENDUM NO.2
July 24, 2001
The information contained in this Addendum modifies, supplements or replaces
inforrnation contained in the Project Manual and on the Drawings and is hereby made a
part of the Contract Documents.
Acknowledge rereipt of this addendum by placing the appropriate addendum number in
the blank on the Bid Form.
APPLICABLE TO TIIE PROJECTMANUAL:
A. Revised Project M4nual Pages:
The replacement pages identified below include modifications made to the original
Projeci Manual sJctions. Revise.d or added information is indicated ly Etype in
the text and a [A2] notation in the margin identifying that the revision was made.
Areas where inforrnation has been deleted are identifying by etriking €ut the text and
placing a [A2] notation in the margin. Insert replacement pages into the Project
Manual ahead of the pages they replace.
B. Deleted Documents and Sections:
The sections identified below shall be deleted from the Project Manual.
Document or Section
N/A
Document or Section
N/A
Ouantity of Paees
N/A
Document or Section Name
N/A
C. Added Documents and Sections:
The sections identifred below shall be added to the hoject Manual.
Document or Section
2rc0
22ffi
2270
HLM 980071-04
Document or Section Name
Site Preparation
Earthwork
Temporary Erosion Control
Vail Valley Medical Center
Phase I Expansion
ADDENDU_I/I NO.2
D. Deleted Sections reouirine Revised Sections:
The Sections identified below shall be deleted and replaced with revised new Sections
from the Project Manual.
Section
N/A
Section Name
N/A
APPLICABLE TO TIIE DRAWINGS:
A. Suoplemental Drawings:
Indicating revisions to the rcspective Contract Drawings.
Contract Drawing Number Supplemental Drawing Number
40.13 DEMOLITION PLAN Supplemental Drawing SD-I, sheetconsistingof I
S2.1 FOUNDATION PLAN 42" x3O" drawing and 19 8.5" x 1l" drawings.
S2.2 SECOND FLOOR PLAN
S2.3 THIRD FLOORPLAN
S2.4 ROOF PLAN
S4.O COLUMN SCI{EDULE
S5.4 SECTIONS
B. Draq/ing Revisions:
Incorporate the following revisions into the respective Contract Drawings.
Drawinglo.Revision
A0.13 DEMOLITION PLAN Supplemental Drawing SD-l, sheet consisting of I
S2.l FOUNDATION PLAN 42" x3O" drawing and 19 8.5" x 11" drawings.
S2.2 SECOND FLOOR PI-AN
S2.3 THIRD FLOORPLAN
S2.4 ROOFPLAN
S4.O COLI'MN SCIIEDULE
S5.4 SECTIONS
IILM 98m71-04 Vail Valley Medical Center
Phase I Expansion
. SECTIONOUU SITE PREPERATION
SECTION 02IOO - SITE PREPERATION
PART I GENERAL
PART I . RELATED DOCI.]MENTS
A. Drawings and general provisions of the Contract, including General Conditions, Supplenrentary
Conditions, and Division I Specification Sections, apply to the provisions of this section.
I.2 SECTION INCLUDES
A. Asphalt removal.
B. Curb and guner removal
C. Sidewalk removal
D. Sod removal.
E. Tree removal
F. Topsoil stripping,
G. Clearing and grubbing.
H. Concrete pavement removal.
I. Sanitary sewer removal.
J. Storm sewer removal.
I.3 GENERAL
A. Protect benchmarks, stakes and similar items from damage.
B. Protect and maintain existing utilities and underground work which is to remain.
g. ItotCct rmproVdmenti on adlornrng propenres.
D. Protect existing trees and other vegetation.
1.4 RELATED SECTIONS
A. Section O22N - Earthwork.
VAI L VAI,IEY M EDICAL C E NT ER
DEMOUTION AND STRUCTURAL FRAME
C o n stru ctio n D o c ume nts
Addendum Number Two
24 July 2001
HI.T'T 98M71.04 02IMI
' SECTION OzTU SITEPREPERATION
B. Section 02665 - Water Distribution Systems.
C, Section 02720 - Storm Sewage Systems.
D. Section O273O - Sanitary Sewage Systems.
I.5 SI.JBMITTAIJ
A. Contractor shall submit a list of all it€ms to be salvaged.
PART 2 PRODUCTS (NOT USED)
PART3 HGCUTION
3.I REMOVALS
A. Asphalt removal.
B. Remove asphalt pavement section, including any base course, to limits shown on drawings.
C. Sawcut pavement frrll depth.
D. Curb and grrtter removal.
E. Remove curb and gutter to limits shown on the drawings.
F. Sidewalk renpval.
1. Remove concrete sidewalk to limits shown on the drawings.
2. Remove to neaxest joint beyond limits or sawcut full depth.
G. Sod rcmoval.
l. Remove sod to limits shown on the drawings.
-2,' So*sill not be re-used on this project.
H. Tree removal.
l. Trees shall be flagged for removal prior to doing any work.
2. The Contractor and Architect shall walk the entire project and verify all trees to be
removed,
VN L VAU,EY MEDICAL CENTER
DEMOLITION AND STRUCTARAL FRAME
ConsbTrrtion Docaments
Aildendum Number Two
24 luly Z(MI
NI.MgEM7I-A 021M.2
' SECTION O2TOO SITEPREPEMTION
3. Remove stumps and root system to a depth of 36 inches.
L Concrete pavement removal.
J. Remove asphalt pavement section, including any base course, to limits shown on drawings.
K. Remove to nearest joint beyond limits or sawcut full depth.
L. Sanitary sewer removal.
l. Remove san. sewer line to limits shown on drawings
2. Cap ends of active lines to remain per local san. sewer agency requirements.
M. Storm sewer removal.
l. Remove storm sewer line to limits shown on drawings.
2. Cap ends of active lines to remain per local storm sewer agency requirements.
3.2 COORDINATION
A. Contractor shall coordinate street barricading with local entity prior to blocking any traffic
lanes on any street.
B. Contractor shall obtain a traffic control pcrmit frour thc local er:rtit1.
3.3 TOPSOL STRIPPING
A. Strip topsoil from limits of construction to depths encountered in a manner to prevent
intermingling with the underlying subsoil or other objectionable material.
B. Stockpile topsoil in designated onsite area for re-use on this project.
3.4 CLEARING AND GRUBBING
A. Cbar aiea within limits of construction of shrubs and other vegetation, except for that
indicated to be left standine.
B. Completely remove roots.
C. Use only hand methods for grubbing inside the drip tine of trees to remain.
3.5 RELOCATIONS
HI,II'T 98M71-M VAILVAI^IBY MEDICAL CENTER
DEMOLITION AND STRUCTUML FRAME
C o nstru ctia n D o c um e nt s
Addendum Number Two
24 July 2001
02ru-3
, SECTIONO2|OO SITE PREPERATION
A. Sign relocation.
L Remove all signs to be relocated as shown on plans, and stockpile in designated on-site
areas for re-use on the project.
2. Install existing signs in locations indicated on drawings. Install signs per detail as shown
on drawings.
B. Tree Relocation.
1. Trees shall be flagged forrelocation priorto doing any work.
2. The contractor and architect shall walk the entire project and verify all trees to be
relocated.
3.6 PROTECTION OF BENCHMARKS. STAKES AND SMILAR ITEMS.
A. Protect all existing benchmarks, stakes, and control points within the limits of construction. All
survey control points disturbed during construction shall be reset and documented with the
appropriate agency,
3.7 PROTECTION OFEXISTING T-TTILITIES. UNDERGROI.JND WORK. AND ADJOININC
PROPERTY IMPROVEMENTS
A. hotect all existing utilities and underground features to remain within the limits of
construction. Contractor shall coordinate construction near exisfins features with the
appropriate agency requirements. .
B, Protect all adjacent property improvements during construction. Contractor shall repair all
damage incurred at their own expense.
3.8 PROTECTION OFEXISTING TREES AND OTTIER VEGETATION
Protect existing trees and other vegetation indicated to remain in place, against unnecessary cutting,
breaking or skinning of roots, skinning or braising of bark, smothering of trees by stockpiling
construction materials or excavated materials witbin drip line, excess foot or vehicular traffic, or parking
uf vchicles witlrin driptinrProvide enrporary guards ro protect Eees imd vegctarionrote leit standing.
3.9 DISFOSAL
A. Removal of material
l. All materials removed shall become property of Contractor and shall be removed off-site
and legally disposed of.
HLM 98M71-M VAILVAIf,.EY MEDICALCENTER O2IM4
DEMOLITION AND STRUCTARAL FRAME
Construction Docune nts
Addendum Namber Two
24 lulv 2001
SITEPNEPENANON
Buming of waste materials on the site is prohibited.
EI{D OF SECTION O2IOO
:'' :
I lfifig<t7l-U VAIL VAIf,ET MEDIUL CENTER
DEMOUTION AND STNACTANAL FRAME
Corrstruction Duumonfr
Addendum Namber Tfuo
24 luly 2tfil
021(X,-5
' SECT|ON02200 EARTHWORK
SECTION O22OO - EARTHWORK
I.I RELATED DOCTJMENTS
A. Drawings and general provisions of the Contract, including General Conditions, Supplementary
Conditions, and Division I - Specification Sections, apply to the provisions of this section.
1.2 SECTION INCLUDES
A. Preparing ofsubgrade for building slabs, walks, pavenrents and footings.
B. Excavating and backfilling of trenches.
C. Structural backfill.
D. Sheeting and shoring.
E. Select fill under floor slabs and footings.
F. Imported fill.
G. Bedding material.
H. CompactionrequirementVmoisturecontrol.
I. Overexcavation.
I. Rock excavation.
K. Section 0227O - Temporary Erosion Control.
L. Section 02720 - Storm Sewerage Systems.
M. Section 02730 - Sanitary Sewerage Systems.
1.4 REFERENCES
A. The latest issue ofthe publications listed below and referenced to thereafter by basic
designalion onlv. forms a part of this specification to Lhe extent indisaled h-v-tbe re rence
thereto:
B. Excavation: OSHA Standards.
C. American Society for Testing and Materials (ASTM)
l. ASTM C 33-90 Standard Specifications for Concrete Aggregates.
2. ASTM D 698 Test Methods for Moisture-Density Relations of Soils and Soil- Aggregate
IILM 98OO7I.O4 VAILVAILEY MEDICALCENTER O22OO-I
D E M O LITION AND STRUCTA RAL F RA M E
C on slruc tion Documents
Addendum Number Two
21 .lnlv 2(l(t I
, SECTIONOZ2M EARTHWORK
Mixtures Using 5.5 lb (2.a9kg) Rammer and l2-Inch (305mm) Drop.
3. ASTM D 1557 Test Methods for Moisture-Density Relations of Soils and Soil Aggregate
Mixtures Using l0 lb (4.54kg) Rammer and l8-Incb (457mm) Drop.
4. ASTM D 2487 Standard Test Method for Classification of Soils for Engineering
Purposes.
5. ASTM E699 Criteria for Evaluation of Agencies Involved in Testing, Quality Assurarce,
and Evaluating Building Components in Accordance with Test Methods Promulgated by
ASTM Committee E-6.
6. ASTM D 1556 Test Methods for Density of Soil in Place by the Sand-Cone Method.
7. ASTM D 2167 Test Method for Density and Unit Weight of Soil in Place by the Rubber
Balloon Method.
8. ASTM D 2922Test Methods for Density of Soil and Soil-Aggregate in Place by Nuclear
Methods (Shallow Depth).
9. ASTM D 3017 Test Method for Water Controt of Soil and Rock in Place by Nuclear
Methods (Shallow Depth).
D. "GeotechnicalReport."
I.5 DEFINITIONS
A. Excavation consists ofthe removal of all materials of whatever character encountered to
Subgrade elevations indicated within the right of way, unless noted otherwise, and subsequent
disposal of excess materials removed.
B. Unauthorized excavation consists of removal of materials beyond indicated subgrade elevations
or dimensions without specific direction of Architect. Unauthorized excavation, as well as
remedial work directed by Engrneer, shall be at Contractor's exPense.
l. Under footings, foundation bases, or retaining walls, fill unauthorized excavation by
extending indicated bottom elevation of footing or base to excavation botton! without
altering requircd top elevation. lran concrete fill may be used to bring elevations to
proper position. when acceptable to Engineer
2. In locations other than those above, backfill and compact unauthorized excavations as
specified for authorized excavations of same classification, unless otherwise directed by
Engineer.
C. Additional Elevation: When excavation has reached required subgrade elevations, notify
Engineer, who will make an inspection of conditions. If Engineer determines that bearing
materials at required subgrade elevations are unsuitable, continue excavation until suitable
bearing materials are encountered and replace excavated material as directed by engineer. The
VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STRACTURAL FRAME
Co nstruc tion Documents
Addendum Number Two
24 .Iulv 2ll0l
HLilt 98M71-04 a2M-2
SECTION O22OO EARTHWORK
Contract Sum may be adjusted by an appropriate Contract Modification. Removal of
unsuitable material and its replacement as directed will be paid on the basis of Conditions of the
Contract relative to changes in the work.
D. Muck Excavation: Muck excavation shall consist of the removal and disposal of mixtures of
soils and organic matter not suitable for foundation or material.
E. Rock Excavation: Rock excavation shall consist of igneous, metamolphic, and sedimentary
rock which cannot be excavated without blasting or the use of rippers, including all boulders or
other detached stones having a volume of V2 cubic yard or more, as determined by physical or
visual measurement.
F. Import: Import shall consist of approved material obtained from outside the right of way,
required for the construction of the project.
G. Pot holing: Pot holing consists of exposing and verifying the location of existing utilities at
locations as directed.
H. Over excavation: Over excavation consists of the removal of all materials of whatever character
encountered to a specific depth below subgrade elevations indicated. Unsuitable material shall
be removed from the site, and the remaining suitable material shall be replaced and compacted
to specified limits.
I. Subgrade: The undisturbed earth or the compacted soil layer immediately below granular
subbase, pavement section, drainage fill, or topsoil materials.
J. Structure: Buildings, foundations, slabs, tanks, curbs, or other man-made stationary features
occurring above or below ground surface.
K. Structural Backfill: Imported or on-site soil material placed for a specified depth beneath floor
slabs.
L. Select Fill Under Floor Slabs: Imported soil material placed for a specified depth beneath floor
slabs.
r.6 QUALITYASSURANCE
A. Codes and Standards: Perform excavation work in compliance with applicable requirements of
the lociil antitv.
B. Testing and Inspection Service: The Owner will employ and pay for a qualified independent
geotechnical testing and inspection laboratory to perform soil testing and inspection service
during earthwork operations. References to "Engineer" in this specification shall mean the
Owner's soil testing service.
C. Testing Laboratory Qualifications: To qualify for acceptance, the geotechnical testing laboratory
must demonstrate to Architect's satisfaction, based on evaluation of laboratory-submitted
criteria conforming to ASTM E 699, that it has the experience and capability to conduct
VNL VALLEY MEDICAL CENTER
D E M O LITION AND STRA CTU RA L F M M E
Construction Doc uments
Addendum Number Two
,1 lul\: )tt(, I
HLM 980071-04 02200-3
SECTION O22M EARTHWORK
required field and laboratory geotechnical testing without delaying the progress of Work.
PROJECT CONDITIONS
Site Information: Data in subsurface investigation reports was used for basis of the design and
are available to the Contractor for information only. Conditions are not intended as
rePresentations or warranties of accuracy or continuity between soil borings. The Owner will
not be responsible for interpretations or conclusions drawn from this data by the Contractor.
Additional test borings and other exploratory operations may be performed by Contractor's
option; however, no change in the Contract Sum will be authorized for such additional
exploration.
Existing Utilities: locate existing underground utilities in areas of excavation work. If utilities are
indicated to remain in place, provide adequate means of support and protection during earthwork
operations.
Utility Service Intemrption: Shoutd uncharted or incorrectly charted piping or other utilities be
encountered during excavation, consult utility owner immediately for directions, Cooperate
with the Owner and utility companies in keeping respective services and facilities in operation.
Repair damaged utilities to satisfaction of utility Owner.
l Do not intemrpt existing utilities serving facilities occupied by the Owner or others,
during occupied hours, except when permitted in writing by the Owner and then only
after acceptable temporary utility services have been provided. Provide a minimum of
48-hour notice to the Owner, and receive written notice to proceed before intemrpting
any utility.
2. Demolish and completely remove from site the existing underground utilities indicated to
be removed. Coordinate with utilrty companies tor shutotf of servrces rt hnes are actrve.
Use of Explosives: Use of explosives is not permitted.
Protection of Persons and Property: Barricade open excavations occurring as part of this work
and post with warning lights.
I . Operate warning lights as recommended by authorities having jurisdiction.
2. hotect structures, utilities, sidewalks, pavements, and other facilities from damage
caused by settlement, Iateral movement, undermining, washout, and other hazards created
by earthwork operations.
I.8 SHEETING AND SHORING
A. Contractor is responsible for protection of existing utilities that are to remain in place during
and after this project. The responsibility of method is left to the Contractor; however, a
sheeting and shoring plan should be submitted to the Architect for review prior to starting any
excavation. This sheeting and shoring plan should be complete and attached calculations and
be prepared by a Colorado licensed Professional Engineer with experience in shoring.
VAIL VALLEY M EDICAL CENTER
DEMOLITION AND STRACTURAL FRAME
Construction Doc ume nls
Addendum Number Two
tl I alv 2O0l
1.7
A.
B.
c.
D.
E.
EIJil 98M71.04 022M-4
SECTION O22OO EARTHWORK
I.9 SUBMITTALS
A. The Contractor shall submit test results from a certified testing laboratory for all imported soil
material. The number in parentheses indicates the number of tests to be submitted from each
sorrce.
B. Imported Fill:
SECTION O22OO
l. Gradation (t)
2. Source
3. Liquid Limit (1)
4. Plasticity Index (l) SwelVConsolidation (l)
C. Bedding Material:
1. Gradarion (I)
2. Source
D. Select Fill Under Floor Slabs and Footings:
1. Gradation (l)
2. Source
3. Liquid Limit (1)
4. Plasticity hdex (l)
5. SwelUConsolidation(l)
E. Structural Backfill Material:
EARTHWORK
l. Gradation (l)
2. Source
PART.2
2.1 SOIL MATERIALS
4. $alisf4clqry Soil Materials: Material gelerated t'ro4n grte exc4yation fiee of vegetable material
or other deleterious substances, rocks greater than six (6) inches across, containing no frozen
material, and comply with ASTM D 2487 soil classification gtroups GW, GP, GM, SM, GC,
SC, CL, and SP.
B. Unsatisfactory Soils Materials: Are defined as those complying with ASTM D 2487 soil
classification groups ML, MH, CH, OL, OH, and PT.
C. Backfill and Fill Materials: Satisfactory soil materials free of clay lumps, rock or gravel larger
than two inches in any dimension, debris, waste, frozen materials, vegetation and other
HLM 98OO7I.O4 VAILVAILEY MEDICALCENTER 022M.5
DEMOLITTON AND STRUCTARAL FRAME
Co n structio n Doc u me nts
Addendum Numher Two
24 .lulv 2001
' sEcTroN02200 EARTHWORK
deleterious matter.
D. Pipe Bedding: (Water) Washed natural stone; free of shale, clay, friable material, sand, debris,
graded in accordance with ASTM C 33 within the following limits
SIEVE SIZF PERCENT PASSING
3/8INCH
No.4
No.8
No. 16
No.30
No.50
No. lfl)
No.200
100
l0-100
36-93
20-80
8-65
2-30
r-10
0-3
E. Pipe Bedding (Storm Sewer): Washed aggregate free of shale, clay, friable material, sand, debris,
graded in accordance with ASTM C 33 within the following limits:
SIEVE SITF PERCENT PASSING
3l4lnch
3/8Inch
No.4
90-100
20-55
0-t0
No.8 0-5
F. Pipe Bedding (Sanitary Sewer): Washed aggregate free of shale, clay, friable material, sand,
debris, graded in accordance with ASTM C 33 within the following limits:
SEVE SIZF, PERCENTPASSING
3/4INCH 90-100
ELM 98(M7I.O4 VAILVALLEY MEDICALCENTER
DEMOLITION AND STRACTARAL FRAME
C on structi o n D o c u m e nts
Addendum Numher Two
?1 lulv 2(Nl I
022M6
' SECTIONO2IM EARTHWORK
/8INCH 2U55
No.4 G,lO
No.8 0-5
G. Sfuctural Baclfilt The fill material shall meet the requircments for Class I Struchml Backfill
(CDOH), Section 703.08:
SIEVE Sr7F PERCENTPASSING
2-cH l0o
No.4 30-100
No.50 lG60
No.2fi) 5-ZO
H. Select Fill Under Floor Slabs and Footings: Imported soil material, free of clay lunps, rock or
gravel larger than two (2) inches in any dimension, debris, wastg frozen materials, vegetation
and other deleterious matter. Select fill rnaterial shall also rn€et the following additional
criteria:
1. Liquid limit less than 25.
2. Plasticity index less than 6.
3. Percent passing No. 200 sieve, 5-20.
4. PercentpassingNo. 16 sieveatleast 80.
5. Less than one (1.0) percent swell of a sample remolded to select fill specifications.
I. Imported Fill: The material shall comply with ASTM D2487 soil classification groups, SM, SW
GC. or CL.
PART3-HGCUfiON
3.I STABILITYOFEXCAVATIONS
A. General: Comply with local codes, ordinances, and requirements of agencies having
jurisdiction.
B. Slope sides of excavations to comply with local codes, ordinances, and requirements of agencies
having jurisdiction. Shore and brace where sloping is not possible because of space rcstrictions
HLM 98M71.04 VAIL VAI,I,EY MEDICAL CENTER O22UL7
DEMOLITION AND STRACTURAL FRAME
Constmction I)ocumats
Addendun Number Two
21 Julv 2001
' SECTION022U EARTHWORK
or stability of material excavated. Maintain sides and slopes of excavations in safe condition
until completion of backfilling.
3.2 DEWATERING
A hevent surface water and subsurface or groundwater from flowing into excavations and from
flooding project site and surrounding area.
B. Do not allow water to accumulate in excavations. Remove water to prevent softening of
foundation bottoms, undercutting footings, and soil changes detrimental to stability of
subgrades and foundations. hovide and maintain pumps, well points, sumps, suction and
discharge lines, and other dewatering system components necessary to convey water away from
excavation.
C. Establish and maintain temporary drainage ditches and other diversions outside excavation
limits to convey rainwater and water removed from excavations to collecting or runoff areas.
Do not use trench excavations as temporary drainage ditches.
3.3 STORAGEOFEXCAVATEDMATERIALS
A. Stockpile excavated materials acceptable for backfill and fill where directed. Place, grade and
shape stockpiles for proper drainage.
B. Locate and retain soil materials away from edge of excavations. Do not store within drip tines
of trees indicated to remain.
C. Dispose of excess excavated soil material and materials not acceptable for use as backfill or fill.
3.4 EXCAVATION FOR STRUCTURES
A. Conform to elevations and dimensions shown within a tolerance of plus or minus 0.10 foot, and
extending a sufficient distance from footings and foundations to permit placing and removal of
concrete form work, installation of services, and other construction and for inspection.
B. Excavations for Footings and Foundations: Do not disturb bottom of excavation. Excavate by
hand to final grade just before concrete reinforcement is placed. Trim bottoms to required lines
and grades to leave solid base to receive other work.
elevations and dimensions indicated within a tolerance of plus or minus 0.10 ft; plus a sufficient
distance to permit placing and removal of concrete form work, installation of services, and
other construction for inspection. Do not disturb bottom of excavations, intended for beating
surface.
3.5 EXCAVATION FOR PAVEMENTS. CURB AND GUTTER AND WALKS
A, Cut surface under pavements, curb and gutter and walks to comply with cross-sections,
elevations and grades as indicated within a tolerance of plus or minus 0.10 feet.
HLM 98M71-M VAILVALLEY MEDICALCENTER O22UL8
DEMOLITION AND STRACTURAL FRAME
Co nstruction Docum cnts
Add.endum Number Two
24 lulv 2001
SECTION O22M EARTHWORK
3.6 TRENCHEXCAVATIONFORPIPES
A. Where trenching occurs through pavements, the existing asphalt pavement and curb and gutter
shall be sawcut and then removed as shown in the Details. Asphalt edges shall be kept straight
for better bonding of asphalt patch to existing pavement.
B. Excavate subsoil to the lines and grades required for storm sewer, sanitary sewer, and water
piping to the existing utilities.
C. Cut trenches sufficiently wide to enable installation of utilities and allow inspection.
D. Excavation shall not interfere with normal 45 degree bearing splay of foundations.
E. Hand trim excavation. Hand trim for sewer bell and spigot pipe joints. Remove loose matter.
Remove lumped subsoil, boulders, and rock up to 1/3 cu yd (0.25 cum), nreasured by volume.
F. Correct unauthorized excavation at no additional cost to the Owner.
G. Correct areas over-excavated by error by filling with bedding material.
H. Spread excess material across proposed landscaped areas, or as directed.
3.7 OVEREXCAVATION
A. Conform to elevations and dimensions shown within a tolerance of plus or minus 0.10 foot.
B. Remove unsuitable material, and replace in over-excavated areas at compaction lirnits specified
in this section.
3.8 COLDWEATHERPROTECTION
A. Protect excavation bottoms against freezing when atmospheric temperaftre is less than 35
degrees Fahrenheit.
3.9 BACKFILL AND FILL
A. General: Piace soii materiai in iayerS to required subgSacle eievations, for each area classif"rcation
listed below, using materials specified in Part 2 of this Section.
l. Under Grassed Areas: Use satisfactory excavated or borrow material.
2. Under Walks and Pavements: Use satisflactory excavated or bonow material.
3. Under Piping: Use bedding materials as shown on the drawings, or as specified herein,
where required over rock bearing surface and for correction of unauthorized excavation.
VAIL VALLEY M EDICAL CENTER
DEMOLITION AND STRUCTURAL FRAME
C onstructio n Doc ume nts
Addendum Number Two
24 .Iulv 2001
HLM 98M71-04 022M9
sEcTroN 02200 EARTHWORK
Behind Walls: Use structural backfill material.
Backfill Excavations: As promptly as work permits, but not until completion of the
following:
Acceptance of construction below finish grade including, where applicable,
dampproofing, waterproofing, and perimeter insulation.
Inspection, testing, approval, and recording locations of underground utilities have been
performed and recorded.
Removal of concrete form work.
d. Removal of shoring and bracing, and backfilling of voids with satisfactory materials. Cut
off temporary sheet piling driven below bottom of structures and remove in manner to
prevent settlement of the structure or utilities, or leave in place if required.
e. Removal of trash and debris from excavation.
f. Permanent or temporary horizontal bracing is in place or horizontally supported walls.
3.10 PLACEMENTANDCOMPACTION
A. Ground Surface Preparation: Remove vegetation, debris, unsatisfactory soil materials,
obstructions, and deleterious materials from ground surface prior to placement of fills. Plow
strip, or break up sloped surfaces steeper than one vertical to four horizontal so that fill material
will bond with existing surface, When existing ground surface bas a density less than that
specified under "Compaction" for padicular area classification, break up ground surface,
pulverize, moisture condition, and compact to required depth and percentage of maximum
density.
B. BacKill and Fill Materials: Place bacKill and fill materials in layers not more than eight inches
in loose depth for material compacted by heavy compaction equipment, and not more than four
inches in loose depth for material compacted by hand-operated tampers.
Before compaction, moisten or aerate each layer as necessary to provide plus or minus two (2)
percent of optimum moisture content. Compact each layer to required percentage of maximum
dty density or relative drv density for each area clasqrfiq4tlqn. Dq not place backfill or fill
material on surfaces that are muddy, frozen, or contain frost or ice.
D. Place backfill and fill materials evenly adjacent to structures or piping to required elevations.
Prevent wedging action of backfill against structures or displacement of piping by canying
material uniformly around structure or piping, to approximately same elevation in each lift.
E. Control soil and fill compaction, providing minimum percentage of density specified for each
area classification indicated below. Correct improperly compacted areas or lifts as directed by
the Engineer if soil density tests indicate inadequate compaction.
VAI L VAI,I,EY M ED ICAL C ENTE R
DEMOLITION AND STNUCTURAL FRAME
Co nstruction Doc ume nls
Addendum Numher Two
24 lult; 200I
4.
5.
b.
c.
IILM98M7I.M 0220Lr0
sEcTroN 02200 EARTHWORK
F. Percentage of Maximum Density Requirements: Compact soil to not less than the following
percentages of maximum density, in accordance with ASTM D 698 (Standard Proctor Test),
l. Under Structures, Building Slabs and Steps, Pavements, and Curb and Gutter: Compact
top 12 inches of subgrade and each layer of backfill or fill material at 95 percent of
Standard Proctor Density.
2- Under Lawn or Unpaved Areas: Compact top six inches of subgrade and each layer of
backfill or fill material at 90 percent Standard Proctor Density.
3. Under Walkways: Compact top six inches of subgrade and each layer of bacldill or fill
material at 95 percent Standard ttoctor Density.
G. Moistwe Control: Subgrade or layer of soil material must be moisture conditioned before
compaction; uniformly apply water to surface of subgrade or layer of soil material. Apply
water in minimum quantity as necessary to prevent free water from appearing on surface during
or subsequent to compaction op€rations.
H. Overlot Fill:
1. Cohesive soils 0 to 4 percent above optimum moisture content.
2. Non-cohesive soils -2 to +2 percent of optimum moisture content.
I. Select Fill Under Floor Slabs:
l. Cohesive soils 0 to 4 percent of optimum moisture content.
2. Non-cohesive soils -2 to +2 percent above optimum moisture content.
J. Structural Backfill Material:
l. Cohesive soils 0 to 4 percent of optimum moisture content.
2, Non-cohesive soils -2 to +2 percent above optimum moisture content,
K. Fill Under Pavements and Sidewalks:
l. Cohesive soils 0 to 4 percelit of optinrum nristiil€ Lurtent.
2. Non-cohesive soils -2 to +2 percent above optimum moisture content.
L. Under Structures:
I . Cohesive soils O to 4 percent above optimum moisture content.
2- Non-cohesive soils -2 to +2 percent of optimum moisture content.
VAIL VALLEY M EDICAL CENTER
DEMOI-ITION AND STRUCTARAL FRAME
Co n struc tion Do c u me nts
Addendum Numher Two
24.Iuh 2001
HI-M 980071-U 02200-tI
' SECTION022U)EARTHWORK
M. Remove and replace, or scarify and air-dry, soil material that is too wet to permit compaction to
specified density.
N. Stockpile or spread soil material that has been removed because it is too wet to permit
compaction. Assist drying by discing, harrowing, or pulverizing until moisture content is
reduced to a satisfactory value.
3.I1 GRADING
A. General: Uniformly grade areas within limits of grading under this section, including adjacent
transition areas. Smooth finished surface within specified tolerances, compact with uniform
levels or slopes between points where elevations are indicated or between such points and
existing grades.
B. Gmding Outside Building Lines: Grade areas adjacent to building lines to drain away from
structures and to prevent ponding. Finish surfaces free from irregular surface changes and as
follows:
C. Lawn or Unpaved Areas: Finish areas to receive topsoil to within not more than 0.20 foot above
or below required subgrade elevations.
D. Walks: Shape surface of areas under walks to line, grade, and cross-section, with finish surface
not more than 0.10 foot above or below required subgrade elevation.
E. Pavernents: Shape surface of areas under pavement to line, grade, and Cross-section, with finish
surface not more than V2 inch above or below required subgrade elevation.
F. Grading Surface of Fill Under Building Slabs: Grade smooth and even, free of voids,
compacted as specified and to required elevation. Provide final grades within a tolerance of V2
inch when tested with a lO-foot straightedge.
G. Compaction: After grading, compact subgrade surfaces to the depth and indicated percentage of
Standard Proctor Density for each area classification.
3.12 FIELDQUALTTYCONTROL
A. Field inspection and testing will be perfonned under provisions of Section 01400 - Quality
Control Testing laboratory services are the responsibility of the Owner/Contractor as directed
B. Quality Control Testing During Construction: Allow testing service to inspect and approve such
subgrade and fill layer before further backfill or construction work is performed.
C. Density Tests: Perform field density tests in accordance with ASTM D 1556 (sand cone method)
or ASTM D 2167 (rubber balloon method), as applicable.
l. Field density tests may also be performed by the nuclear method in accordance with
ASTM D 2922,providing that calibration curves are periodically checked and adjusted to
VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STRUCTUML FRAME
C on structio n D oc ume nt s
Addendum Number Two
,!4 luh "t/l() J
IILM 98OO7I-(M 02200-r2
sEcTroN 02200 EARTHWORK
correlate to tests pedormed using ASTM D 1556, In Conjunction with each density
calibration check, check the calibration curves furnished with the moisture gages in
accordance with ASTM D 3017.
2. If field tests are performed using nuclear methods, make calibration checks of both
density and moisture gages at beginning of work, on each different type of material
encountered, and at intervals as directed by the Engineer.
D. Footing Subgrade: Foreach strata ofsoil on which footings will be placed, perform at least one
test to verify required design bearing capacities. Subsequent verification and approval of each
footing subgrade may be based on it visual comparison of each subgrade with related tested
strata when acceptable to the Engineer.
E. Paved Areas and Building Stab Subgrade: perform at least one field density test of subgrade for
every 2,000 square feet of paved area or building slab, but in no case fewer than three tests, In
each compacted fill layer, perform one field density test for every 2,000 square feet of
overlaying building slab or paved area, but in no case fewer than three tests.
F. Foundation Wall Backfill: Perform at least two field density tests per lifts at locations and
elevations as directed.
G. Curb and Gutter, Walks: Compaction tests shall be taken every 100 feet and/or as directed by
the Owner.
H. If in the opinion of the Engineer, based on testing service reports and inspection, subgrade or
fills that have been placed are below specified density, perform additional compaction and
testing until specified density is obtained at no additional cost to the Owner.
3.13 EROSION CONTROL
A. Provide erosion control methods in accordance with the requirements of authorities having
jurisdiction and in accordance with any plan issued with contract documents.
3.I4 MAENTENANCE
A. Protection of Graded Areas: Protect newly graded areas from traffic and erosion. Keep free of
trash and debris.
C. Reconditioning Compacted Areas: Where completed compacted areas are disturbed by
subsequent construction operations or adverse weather, scarify surface, reshape, and compact to
required density prior to further construction.
D. Settling: Where settling is measurable or observable at excavated areas during general project
warranty period, remove surface (pavement, lawn, or other finish), add backfill material,
compact, and replace surface treatment. Restore appearance, quality, and condition of surface
or finish to match adjacent work, and eliminate evidence of restoration to greatest extent
VAIL VALLEY MEDICAL CENTER
DEMOUTION AND STRACTARAI. FRAME
Construction Documents
Atldcndum Numher Two
)4 lult 2001
HLM 98M7I.M 022M-13
. SECTIONOZ2M EARTHWORK
possible.
3.I5 DISPIOSAL OF EXCESS AND WASTE MATERIALS
A, Remove excess excavated material, trash, debris, and waste materials and dispose of it off the
Owner's property.
END OFSECTION 02200
HIJ'{e&n7I'u ,";ti};,tf^"J{'i,'-:f#,f#f["", 022il114
Constructi$n Documents
Addendum' Numher Two
24.lulv )lXl I
' sEcTroN02270 TEMPORARY EROSION CONTROL
SECTION 02270 - TEMPORARY EROSION CONTROL
PART 1-GENERAL
I.I RELATED DOCTJMENTS
A. Drawings and general provisions of the Contract, including General Conditions, Supplementary
Conditions, and Division I - Specification Sections, apply to the provisions ofthis section.
1.2 - SECTION INCLT'DES
A. Silt fence adjacent to perimeter curb and gutter or as shown on plan.
B. Straw bales as required or as shown on the plan.
C. Construction rock vehicle tracking pad,
D. Other erosion control devices as directed by the Architect, or required for permits to
control erosion and sedimentation.
I.3 RELATED SECTIONS
A. Section 01300 - Submiuals
B. Section 02200 - Earthwork
C. Section 02720 - Storm Seweraee Svstems.
1.4 REFERENCES
A. The latest issue of the publications listed below and referenced to thereafter by basic designation
only, forms a part of this specification to the extent indicated by the reference thereto:
B. "Urban Storm Drainage Criteria Manual, - Volume 3, Best Managenrent Practices, "Urban
Drainage and Flood Control District (UD&FCD).
I.5 REGULATORYREQUIREMENTS
A. Obtain Erosion Control Permit from goveming authority.
B. Contractor shall be responsible for preparing report.
I.6 SUBMITTALS
A. Completed Erosion Control Permit Application.
VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STRACTAML FMME
C o n s truc tio n D o c u m e nt s
Addendum Number Two
24 July 2001
HIt[ 98m71-04 02270-I
sEcTroN 02270 TEMPORARY EROSION CONTROL
B. Erosion Control devices other than specified silt fence, straw bales and construction rock vehicle
tracking pad.
PART2-PRODUCTS
2.1 SILTFENCE
A. hovide silt fence with reinforced backing and staking materials.
B. Mirafl Envirofence 10550, Mirafl Siltfence 10800 or approved substitute.
2.2 STRAW BALES
A. Straw bates strall be standard 36" xM" x 18", with stakes.
2.3 CONSTRUCTIONROCKVEHICLETRACKINGPAD
A. Six inch minimum thickness of V2 - 3 inch crashed rock.
2.4 CENERAL
A. All other erosion control devices shall be as specified in the "Urban Drainage Storm Criteria
Manual".
PART3 -EXECUTION
3.I TMING
A. Install temporary erosion control devices intermediately following completion of rough grading
site demolition and rough grading.
B. Keep temporary erosion control devices in-place until site is landscaped and/or paved-
3.2 SILTFENCE
A. Set posts.
B. Excavate a4" x4" trench upslope along the line ofposts.
C. Install fabric.
D. Backfill and compact excavated trench.
E. Follow manufacturer's installationzuidelines.
3.3 STRAW BALES
VAI L VALLEY M EDICAL CENTER
DEMOITTION AND STRUCTARAL FRAME
C o n stru ction D o c um e nl s
Addendam Number Two
24 JulY 2001
HLM98N7I.M 02270-2
SECTION 02270 TEM PO RARY EROSI O N CONTRO L
A. Excavate 4" trench the width of the bales.
B. lnstall straw bales with edges tightly abutting.
C. Stake each saaw bale with two stakes.
3.4 MAINTENANCE
A. Contractor is responsible for maintaining temporary erosion control devices throughout project.
B. Remove and replace straw bales that have becorne sediment laden and ineffective.
C. Remove and replace silt fence that has beconre damaged, sediment laden, and/or ineffective.
END OF SECTION 02270
NIM 98M71-M VAILVAI.IBY MEDICALCBNTER
DEMOUTION AND STRACTARAL FRAME
Constntction Documents
Addendum Number Two
24 JUIY 2MI
02270-3
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SUPPLEMENTAL
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__Xey Notes _
Series 5000 notes:
5O0O: Beoring pkrte 1'xl2'xl2- wlth four beveled holes for plug welding
the column relnforclng to the plote. Provlde I - of grout, exceptot
some locotions, the grout depth moy be os smoll osth' , Verify
thlckness in the field. Wdd the beom to the beoring plote with
5/16' thlck fillet weld thot ls 4' long on eoch side of the flonge.
Center the weld on the center of the beorlng plcrte.
500'l : ProMde o 1 12' web stiffener of eoch sideof the column beorlng'
This stiffener moy be used to meet the requlrements of detoil 1209.
5002: 13x3x.25 continuous deck edge support.
5CD3: 16x4x.375 (LLV) conflnuous deck edge support. Weld slmlbrto
ffi2.
ffiA: L2r<}..l875 X-Brocing spoced of 48- centen, Provide two rows
deep ot eoch locotion. Connectthe brocing to 3/8' fulldepth
web stlffeners of eoch side ond provide g guset plote ot the
intenectlon. Weld the web stlffenen eguol to 50% of their length on
llne slde wlth 3/16' fillet weld. Wdd the l2x2 brocing wlth o totolof
5Inches of 3116' fllletweld of eoch end ond Intersectlon'
5005: L6x4x.5 (LLV) contlnuous deck edge support. Weld wlth Va' fillet
weld 4- long ot 12- centes on eoch sideof the 6- leg,
5006: Extend the slob, deck ond top reinforcing into fhe upper stoir
londing.
5007: Contlnuous plote 3/8-x5' with h- diometer deformed onchor stud
thot is 16' long. Spoce fhe D,A,S. ot l6' centers
5008: 345 contlnuous In o l6' deep bond beom,
5009: Contlnue two of the three #5 bond beom bon through bond beom
under the door openlng.
5010: For vertlcol woll relnforclng, see 3O49 ond the generol notes sheet
s1.0.
501l: Provlde o contlnuous bent plote, equolto the flonge thlckness thot
motches the slope of the romp. The bent leg of the flonge
5012:
extension sholl be 3' long ond used os o beorlng ledge fo support
the deck tronsltfon. Weld the plote to the edge of the flonge with o
full penetrotion pre-quolified butf welcj,
Cut eoch of the beoms shown on the plon to motch the desired
romp slope. Weld the beoms bock together wlth o pre-quolffied full
penetrotion weld.
5013: Forshofi woll locqtion ond support detoils, see the Archltects
drowlngs,
5014: Existing second floor froming to remoin,
PROJECT; VVMC PHASE I EXPAI.ISION PROJ. NO.: 980o7t.o4
ISSUED WITH: ADDENDUM NO.2 DAr* o7/"1to1
DR. BY: BV
I.'lFAWIIJC I!1-I.F: SECTIONS
TIFAWING APPI IFS TO COt(TRACI OOCUMT:NI5. 1,l1t.i:l i5)
HLM
- 55,4
SUPPLEMENTAL
DRAWING NO,
SD-
lr'tr r
itrNVtR, (:Ol 0RADO 19 or ?9
501 5: Continuous top ongle, similor to 1 2 I 0, with the horizontol leg sized to
miss the we6oiiheEeom.
5016: 14x4x,25 continuous, just obove the ceiling line to support the
bottom of the suspended stud system thot stobilizes the window
system of the wolkwoy.
50171 13x3x.375 kicker ftom the stud support (5016) to the bottom of eoch
Intersecting purlin. Weld to fhe botfom of the purlln ond to o Y+'
gusset plote in lheL4x4. Weld slmilorto 50@.
5018: Drlllond epoxy o#6y2'4' long 6Inches Into the exlsting beom,
Spoce these bors ot 12' centen. Core drilling is required to instoll
these onchon,
5019: L6x6x.5 continuous with Vr- diometer Hlltl Kwlk Bolt ll thot ls embed
6' Into lhe beom foce. Provlde 13/16- diomefer hole in the ongle
thot ls 2- from the top of the ongle,
5020: Deck dlrectlon vories, see the plon forthe deck spon direction,
ffi21: 2-L3/8' wlth the moximum number of %- diometer high strength
bolls In the OSL, The legs ogolnstthe ploteshollbe 3'.
ffi22: FoceploteVz'{25-xl4- w'rth6314' diomeler Hllti Kwlk Bolts llthot
embed 6' into the concrete ond ore Instolled in l3/16' dlometer
holes. Provide o top plote thot E th'x6'x14' ond ls full penetrotlon
welded to the pcrte on the foce. This ossembly ls Instolled on h' of
non-shrlnk grout on the top of the beqm which hqs been prepored
by Instolling o l' deep pocket lorger thqn the top plote, Core
drllllng is required to lnstollfhese onchorc.
5023: Provlde o 13x3x.375 tie between the fube steelstuds. Ploce the
fube steelwollstuds in o like plone, similorly oriented so thot L3x3 tie
con lop flot onto eoch stud. Weld with 5' of W" weld eoch end.
fi24: TSt6x2x.25 woll studs of 16' centers. Typicolot suspended stone
veneer.
5025: Stone veneer is foundoflon supported ot the full helght stone piers
olong line one,
5026: Verticol movement stud support clip thot hos the copocity to
develop the connection volue listed in the wollsfud schedule
(Detoil l3@, Sheet Sl.3). The clip must provide o positive
mechonicol connection to the stud ond not ollow the stud to move
in ony dkection, but ollow the beoms to deflect verticolly. Provide
o cllp of eoch stud. The otfochment tothe support ongle is
required ond must motch orexceed the outstondlng leg copocity,
5027: Between the typicol studs (1300, Sheet Sl,3) provide the tube steel
slqflight support frome os shown in Section l/5,4. The lost tube
verticol lhot ends to the roof ftornlng occurs neor llne C ond west of
thot locotion, the fube frome contllevers obove the w24x146. Ploce
one tube verlicol in the corner of A{, ond then continue the frome
oround the corner, north on line A to llne 7.
PROJECT: VVMC PHASE I EXPA,ISION
ISSUED WITH: ADDENDUM NO. 2
0RAWlNl: rlTr.-E, SECTIONS
DRAWING AFPLES TO
HLM
DATE:
CON rRAC T IJOCUMENT 5, Slrtt T i5) $-5.1,:,SS'-1..
PROJ. NO.: 98OO7i-O4
07/21/01
Qft. Sl: BV
SUPPLEMENTAL
DRAWING NO.
SD- 1
SrlLL I
DENVFR, COLORADO \7 or ?-9
5028: Tube steel support frome, Provide o TS6x4x.5 verficol ond TS6x6x.375
horizontol ot fhe sktignt s-uppoFelevotiion os indicoted on the
Architects drowings, Spoce the verficols of every skylight horizontol
mullion but do not exceed 4'{- centers, Wdd the fube to the top
of the beom with o 3/16" filletweld oll oround. Ploce o notch in the
continuous edge ongle os required to weld the verticolto the
beom, Weld the hodzontoltube to the velticol with o pr+.quollfled
portiol penetrotion butf weld,
5029: L3x3x.375xl'{', weld to eoch supporf tube ond to eoch stlffener
wlth 3/16- fillet weld, l'€' long.
5030: TS6x4x.5 verticol ond 2-TS6x6x.375 horlzontols wfrere lhe bottom
horlzontol contlnues onto the contilever IS6x4x.5 descrlbed ln ffi27.
The verficols extend from ihe thlrd floor fo the roof ond ore not only
welded to the beoms with 5029, but weld fo eoch support ongle
(1209,1210) with o 3/16- flllet weld eoch side. Between eoch
member of the support frome, flll the wollwith typicol woll studs
(1300) ot l6- centerc. Weld fhe studs to eoch supporl ongle os
detoiled In Sectlon 4/5.1. Horlzontols wdd to the verticols wlth o
pre-quolified buff weld.
5031: Continuous 3/8- thlck bent plotes with 4' horizontol ond verticol
tegp.
5032: Cope the wl2 purlins os shown ond proMde ot/z'x5' wlde beoring
plole thof mcrtches the flonge copes os shown. Typicol top ond
bottom every purfln,
5033: Bent plote 3/8" wlth 4- legs.
5034: Conflgurotlon of the beom plote ls on exomple. exoct size ond
shqpe by the fobrlcotor.
5035: When the deck spons the opposite direction, provide X-brocing os
described In 50&1.
5036: Wlfi6o sfub column wlth moment wdd to the supportlng beom os
shown ln detoll 1205. Provide web stiffeners In the beom to rnotch
the column flonges. Where the beom wldth ls les thon the stub
column, flt the sfitfeners to the top of the beom flonge to ollow the
stub column to be tully welded,
5037: Sloplng frome moment connectlon is slmllor to detoils 1205,1 206 with
the odditlonol stiffeners os required to motch eoch flonge ot the- connection
5038: At the low side of the column, weld o plece of wl2xl9 to the
column to motch the extension of the typicol purllns,
5039: Cl2, contlnuous olong the fqce of the existing elevotor shoft. At the
woll locotions, provide o % Inch diometer through bolt ot l2 Inches
on center, top ond botlom of the chonnel. Spoce the bolts of 6
inches oporf ond stogget by 6lnches. Extend the horizontol leg of
the deck bent plote, l' beyond the flonge of the Cl2 so thot the
PROJECT: vvlrC PHASE I EXPAI.ISION
ISSUID WITH, ADDENDUM NO. 2
(:)RAWtf.{C TlTt i' srcTloNs
nRAwlNG Appi.rF"$ To cc-rNrriAcr nrlcr/MFNT.'i, sriFr-i- {s} $$_,.!-: Sf,-*-.
PROJ. NO.: 98OO7|.O4
DA'lEt O7/21fO1
gp. gy, BV
SUPPLEMENTAL
DRAWING NO.
SD- 1
(:,t-lr t: I
18 r-lr ZODLNVER, COLORADO
horizontol leg of the openings is 12" . At the woll locotiong provide
oEx7llc3 75o nt ondhor to the woll os describ-edln cle|ciit50 I 9.
Weld ollplotes to the C12 flonge os shown ln detoil '1209.
5040: Provide o door support ongle os required by the shop drowlngs,
unless otherwise directed, ossume o 14x3x.375 (LLH) ls requhed.
Wdd to the 1209 wlth the some weld os the 1209 is welded to ifs
beom.
Provide TS3x3x.25 column with o cop plote fhot ls 5/6 inch thick, 9'
long ond 6' wide, Boltlhe cop plote tolhe beomswitlr 4-314Inch
diometer bolts. Provide bose plote % inch x 6'x9' with 2-314lnch
diometer 'Hilti Kwik- bolts drllled 6' into the center of the jolst
below. Pfoce the bose plote on one lnch of non-shilnk grout.
Foce plote th'x25'xl4' with 6-g14' diomeier HiltiKwlk Bolts ll thot
embed 6- lnto the concrete ond ore lnstolled in 13/16' diometer
holes. Core drilling ls requked to Instollthese onchors.
Foce plote Vz'x22'x14- wlth +314' diometer HitfiKwik Bolts llthot
embed 6- into fhe concrete column ond ore lnstolled in 13/16'
diometer holes. Core drllllng is requlred to instollthese onchots,
MCl8, tulllength of elevotorshoft. InstollMC1S prlor to cuttlng the
new elevotor holes, Anchor the MCl8 to the shoft with l' dlometer
bolh in polrs of o 12- verticolond 9" horlzontolgoge. Anchorsholl
be ploced in the wollthqt ls remolning, Wollopenings to motch the
wollopenings on the lowerfloors.
W2:
g0A4:
PROJECT, VVMC PIIASE I EXPAIISION
ISSUED WITH: ADDENDUM NO. 2
CRAWING TITLF' SECTIONS
oRAwlNG APPi-l[S t0 CONIRACT DOCUMTNIS. SHfti t!) S9'-1.:-S&.4-..
SD-
SHIT T
PROJ. NO,r 98OO71.O4
DAT* o7t21to1
Pft. flf: BV
SUPPLEMENTAL
DRAWING NO.
1
HLM DENVER, COI-ORADO 19 or,, ?Q
A.S.I. NO. T
August 15,2001
The information contained in this Addendum modifies, supplements or replaces
infonnation contained'in the Project Manual and on the Drawings and is hereby made a
part of the Contract Documents.
Acknowledge recetpt of this addendum by placing the appropriate addendum number in
the blank ou the Bid Form.
APPLICABLE TO THE PROJECTIVTANUAL:
A. Revised Project Manual Pages:
The replacement pag€s identified below include modifications made to th€ oriSinal
Project Manual sections. Revised or added information is indicated Uy Ityo" in
the text and a [A2l notation in the margin identifying that the revision was made.
Areas where information has been deleted are identifying by s*ieinFut the text and
placing al,A2l notation in the margin. Insert replacement pages into the hoject
Manual ahead of the pages they replace.
B. Deleted Documents and Sections:
The sections identified below shall be deleted from the Project Manual.
Document or Section Documenl or Section Name
N/A N/A
C. Added Documents and Sections:
The sections identified below shall be added to the Project Manual.
Document or Section
N/A
Docurnent or Section
o1732
02201
O.uantity of Pages
N/A
Document or Section Name
Selective Demolition
Permeation Grouting
Vail Vallev Medical Center
Phase I Expansion
IILM98007l-04
SECTION 01732 SELECTIVE DEMOUTION
SECTION 01732 . SELECTTVE DEMOLITION
PART T -GENERAL
I.I RELATED DOCTJMENTS
A- Drawings and general provisions of the Contract, including General and Supplerrentary
Conditions and other Division I Specification Sections, apply to this Section.
1.2 SI.]MMARY
A. This Section includes the following:
l. Demolition and removal of selected portions of a building or structure.
2. Demolition and removal of selected site elerrents-
3. Repair procedures for selective demolition operations.
B- Related Sections include the following:
1. Division I Section "Summary" for use of the premises and phasing requirernents.
2. Division I Section "Work Restictions" for restrictions on use of the premises due to
Owner or tenant occupancy.
3. Division I Section "Construction Progress Documentation" for preconstnrction
photographs taken before selective demolition.4. f)ivision I Section "Photographic Documentation" for preconstruction photographs
taken before selective demolition.
5. Division 1 Section "Temporary Facilities and Controls" for temporary coostnrction and
environmental-protection measures for selective demolition operations.
6. Division I Section "Cutting and Patcbing" forcutting and parching procedures for
selective demolition operations.
7. Division 15 Sections for demolishing cutting, patching, or relocating mechanical items.
8. Division 16 Sections for demolishing, cutting, patching or relocating electrical items.
I.3 DEFINMONS
A. Remove: Detach items from existing constnrctjon and legally dispose of them off-site, unlqss
indicarcd to be removed and salvaged or removed and reinstalled.
B. Remove and Salvage: Detach items from existing constnrction and deliver them to Owner ready
for reuse.
C. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and
reinstall them where indicated.
UAI L UALLEY MEDICAL CENTER
DEMOUTION AND STRUCTARAL FRAME
Co tts truc tia n Docume nts
Architzctuml Supplementol Instttction Number One
I5 Aueust 2001
HI.LI98M71-M 01732-I
SECTION 01732 SELECTIVE DEMOLITION
I.6 QUALITYASSURANCE
A. Demolition Firm Qualifications: An experienced firm that has specialized in demolition work
similar in material and extent to that indicated for this hoject.
B. Professional Engineer Qualifications: Comply with Division I Section "Qrality Requiretnetrts."
C. Regulatory Requirenrents: Comply with goveming EPA notification regulations before
beginning selective dernolition. Comply with hauling and disposal regulations of authorities
havingjurisdiction.
D. Standards: ComplywithANSIAl17.l-L998 andNFPA 101 sec. l2-lto12-6 and 13-l to 13-6.
E. Prredemolition Conference: Conduct conference at Project site to comply with requirements in
Division I Section "hoject Management and Coordination."
1.7 PROJECTCONDMONS
A. Owner will occupy portions of building immediately adjacent to selective demolition area.
Conduct selective demolition so Owner's operations will not be disrupted. Provide not less than
72 hours'notice to Owner of activities that will affect Owner's operations.
B. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. .
L Do not close or obstruct walkways, corridors, or other occupied or used facilities without
written permission from authorities having jurisdiction.
C. C)wner assumes no responsibility for condition of areas to be selectively demolished.
1. Owner will maintain conditions existing at the time of inspection for bidding purpose as
far as practical.
2. Before selective demolition, Owner will remove the following items:
a Artifacts, fumifure, fixfures, equiprnent, or any other museum possessions that
may interfere in the immediate area of improvements,
D. Hazardous Materials: If hazardous rnaterials are encountered in the Work.
l. Hazardous rraterials will be removed by Owner before start of tbp Work.
2. If materials suspected of containing hazardous rnaterials are encountered, do not disturb;
immediately notify Architect and Owner. Owner will remove hazardous materials under
a separate contract.
E. Storage or sale of removed items or materials on-site will not be permitted-
F- Utility Service: Maintain existing utilities indicated to remain in service and protect them
against damage during selective demolition operations.
NLM98M7I.O4 UAILVALLEY MEDICALCENTER 01732.3
DEMOLITION AND STRUCTUML FRAME
Co ns truction Doc ume nts
Architectvml Supplemenlal Instraction Number One
I5 August 2001
SECTION 0T732 SELECTIWDEMOUTION
3,2 TITILITY SERVICES
A. Existing Utilities: Maintain services indicated to rernain and protect them against darnage
during selective demolition operations.
B. .Do not intemrpt existing utilities serving occupied or operating facilities unless authorized in
writing by Owner and authorities having jurisdiction. Provide temporary services during
intemrptions to existing utilities, as acceptable to Owner and to authorities having jurisdiction.
l. Provide at least 72 hours' notice to Owner if shutdown of service is required during
changeover.
C- Utility Requirenrcnts: Locate, identify, disconnect, and seal or cap off indicated utilities sewing
areas to be selectively demolished.
1. Owner will arrange to shut off indicated wilities when requested by Contractor.
2. Arrange to shut offindicated utilities with utility companies.
3. Ifutility services are required to be removed, relocated, or abandoned, before proceeding
with selective demolition provide temporary utilities that bypass area of selective
demolitioa and that maintain continuity of service to other parts of building.
4. Cut off pipe or conduit in walls or partitions to be removed. Cap, valves, or plug and seal
remaining portion of pipe orconduit after blAassing-
3.3 PREPARATION
A. Dang€rous Materials: Drain, purge, or otherwise remove, collect, and dispose of chemicals,
gases, explosives, acids, flammables, or other dangerous materials before proceeding with
selective demolition operations.
B. Temporary Facilities: Provide temporary barricades and other protection rcquired to prevent
injury to people and damage to adjacent buildings and facilities to remain.
l. Provide protection to ensure safe passage of people around selective demolition area and
to and from occupied portions ofbuilding.
2. Provide temporary weather protection, duing interval between selective demolition of
existing constuctioo on exterior surfaces aad new construction, to prcvent water leakage
and damagp to structur€ and interior areas.3. hotect walls, ceilings, floors, and other existing finish work rhat are to remain or that are
expose*during selective demolition operations.
4. Cover and protect furniture, furnishings, and equipment that have not been removed.
C. Temporary Enclosures: Provide ternporary enclosures for protection of existing buitding and
constru€tion, itr progrcss and completed, from exposure, foul weather, other construction
operalions, and similar activities. Provide temporary weather tight enclosure for building
exterior.
UAIL VALLEY MEDICAL CENTER
DEMOUTION AND STRACTAML FNNUE
Construction Documc rrls
Arc hitectuml Supplemental I nstuction Nunber One
15 Aagust 2001
HLM 98UM.M 01732-5
SECTION 01732 SELECTIVE DEMOUTION
chopping, to minimize dishrbance of adjacent surfaces. Temporarily cover openings to
remain.
3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring
existing finished surfaces.
4. Do not use cutting torches until work area is cleared of flamrnable materials. At
concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden
space before starting flame-cutting operations. Maintain portable fire-suppression
devices during fl ame-cutting operations.
5. Maintain adequate ventilation when using cutting torcbes.
6. Remove decayed, verrnin-infested, or otherwise dangerous or unsuitable rnaterials and
prorptly dispose of off-site.
7. Remove structural framing members and lower to grormd by nrethod suitable to avoid
free fall and to prevent ground impact or dust gpneration.
8. Locate selective demolition equiprnent and remove debris and rnaterials so as ttot to
impose excessive loads on supporting walls, floors, or framing.
9. Dispose of demolished items and materials promptly.
l0- Retum elements of construction and surfaces that are to remain to condition existing
before selective demolition operations began.
B. Existing Facilities: Comply with building manager's requirenrents for using and protecting
elevators, stairs, walkwayg loading docks, building entries, and other building facilities during
selective demolition operations.
C. Existing lterns to Remain: Protect constmction indicated to remain against damage and soiling
during selective demolition. When permitted by Architecg items may be removed to a suitable,
protected storage location during selective demolition and reinstalled in their original locations. after selective demolition operations are complete.
D. Concrete. Demolish in snutll se,i:tions. Cut lurrcrete tu a depth uf at least 3/4 inch (19 nun) at
junctures with construction to remain, using power{riven saw. Dslodge concrete from
, reinforcernent at perirneter of areas being demolished, cut reinforcenrent, and then rerrcve
rernainder of concrete indicated for selective demolition. Neatly trim openings to dimensions
indicated.
E. Roofing: Remove no more existing roofing than can be covered in one day by new roofing,
Refer to applicable Division 7 Section for new roofing requirenrents.
3.6 PATCHINGANDREPAIRS
A. General: Promptly repair darnage to adjacent constnrction caused by selective demolition
operations.
B. Patching: Comply with Division I Section "Cutting and Patching."
C. Repairs: Where repairs to existing surfaces are required, patch to produce surfaces suitable for
new materials.
VAI L VALIfrY M ED I CAL C ENTER
DEM O UTIO N AN D STRA CTUML F RAM E
C onstractio n Docune nts
Architcctural Sapple mental I nstntctinn N unber One
15 August 2001
HLM9&n7t-04 01732-7
SECTION O22OI PERMEATION GROATING
SECTION O22O I - PERMEATION GROUTING
PART I -GENERAL
The work covered in this specification consists of providing all labor, equipment and materials, and
perforrning all operations, in connection with the required stnrchral penneation glouting hereinafter
specified and as outlined on the contract drawinp.
1.OI INTRODUCTION
A. Structural permeation grouting involves the injection of chemical grout.
B. In situ soil types: granular as determined.
C. Applications: from field tests.
I.O2 INTENT
The intent ofthe pernration grouting specified herein is:
1. Increase the bearing capacity of the soils indicated.
2. Stabilize the soils under or near existing footings to allow for excavation.
I.O3 STANDARDS.4,NDREFEMNCES
A. All testing to determine specification compliance will be provided by an independent testing
agency retained by the Owner. Regardless of the nrethod selected, the sarne test nrethod shall
be utilized both before and after the soil improvement work in order to provide the most
accurate assessrnent of the degree of irnprovement obtained.
B. Reference docunpnts as provided to the grouting contractor shall include:
l. This specification.
2. Project drawings:
a. Foundation plan, Sheet S2.l
b. Engineer's existing underground utilities plan in the work area.
3. hoject geotechnical report.
4. Contractdocurnents,
VAI L UALLEY M EDI CAL C ENTER
D E MO UNON AND STRU CTA ML FRAM E
C onstructio n Do c ume r,ls
Architectural Supplemental Instraction NO. I
15 August Z(MI
HLM 980071-04 02201-I
SECTION O22OT PERMEATION GROATING
B. The following shall be submitted to the Owner's Representative by the grouting conl'ractor with
the bid documents.
L Resumes of the managenrent, supewisory, and key personnel, for approval by the
Owner's Representative.
2. Chemical grout specifications.
3. Fieldtestprocedure.
4. Work procedures and control criteria (including volumes and pressure for each stage).
5. A detailed Work Plan for the area, specifying the locations and grout-pipe insallation
procedures. The Work Plan shall show the basis for establishing grout target volurres at
each primary and secondary grout port.
6. Copyof test groutresultsperfonned underSection 1.05.
C. The following shall be submitted to the Owner's Representative by the grouting confiactor
duringthewo*
1. Accurate and tinrely records of all permeation grouting, These records shall include, but
not limited to:
a. Grout mix and gel tirne
b. Injection date and tirrec. Injection pressure and rated. Injection volumes
e. Exact injection location
In addition, this data shall be displayed in an acceptable chart-type format that facilitates rapid
visual evaluation of the results of the work. This display shall be updated darly.
2. Any change in the predetermined grouting progrrm necessitated by a change in the
subsurface conditions.
r.o7 QUALITYASST.JRANCE
A. The permeation grouting program" including installation of grout pipes, shall be perfonned by a
specialist grouting contractor v/ith a least ten continuous years of documented experience in
penneation Srouting.
B. The grouting contractor shall provide experienced rmnagerent, supervisory and key personnel
as required to implement the compaction grouting prognm, as follows:
l. The prqiect manager shall have at least five years of continuous experience in permeation
grouting, with at least the last two years in the full-time employment of the grouting
contractof.
2. The superintendent shall have at least five years of experience in permeation grouting-
VAI L VALLEY M EDI CAL C ENTER
DEMOLINON AND STRACTANAL FRI,TWE
Construction Doc un ents
Architectuml Suppl.emental Instructian NO. I
I5 August 2001
HLM98M7t-04 02201-3
SECTION O2aOI PERMEANON GROATING
2.O3
A.
GROUTMATERTAL
Structural chemical grout will be composed of liquid sodium silicate, approved reactant, water
and accelerator, ilrequired. The design chemical grout mix shall be such that, when injected
into the substrate, the unconfined compressive strength of the grouted soil shall average at least
75 psi
l. The base material for the stmctural chemical grout shall be liquid sodium silicate, which
shall have a specific gravity of 1.4 to 1.5 and a silicate to soda ration in the range o13.fr
to 3.35. The minimum sodium silicate concenfiation shall be 50 percent of the mix by
volunp. The sodium siticare should be delivered in sealed containers or certified tank
tnrck and shall be accornpanied by the zupplier's certilicate of origin. Sodium silicate in
ungelled liquid fonn, while not considered toxic, is strongly alkaline and shall be handled
by authorized personnel only.
2. The reactant shall be oforganic base type and shall, when properly mixed with the other
grout cornponents, provide a pennanent, irreversible gel with conuollable gel times. The
resulting gels shall exhibit less that 2 percent slneresis in injected sample in 30 days
when mixed with appropriate amounts of sodium silicate, water and accelerator, and shall
not exhibit objectionable odors such as ammonia.
3. The accelerator, if required, shall be technical grade, water soluble calcium chloride or
other approved metd salt and shall contain a minimum amount of insoluble.
4. Waterused wift grout shall be ftree of irnpurities that wil affect tie grout.
AII grouts shall have a gel time between 10 and 50 minutes, with most grout having gel tirnes in
the range of 2O to 40 minutes. Samples shall be obtained for get time checks at least onee ev"xy
hour of pumping or for every I,000 gallons of grout, whichever is more frequent.
PART 3 - EXECUTION
B.
3.01
A.
B.
SITEEXAMINATION
Prior io zubmitting a bid price for the permeation grouting, the grouting contractor shall conduct
a site inspection.
No existing utilities shall be damaged during the groutiag
3.W PERMEATIONGROUTING
A. Grouting Mixing Method
l. The method of injection for permeation grouting shall be the conrtnuous mixing method,
with the proper arnounts of sodium silicate base material, water, reactant, and accelerator
automatically proportioned and continuously supplied at proper flow rates and pressunes.
The batch system of mixing shall not be permitted.
UN L UAITEY MEDICAL CENTER
DEMOLITION AND STRUCTAML FRAME
Construction DocunenE
Anhitectural Supplementul InsbuAion NO, I
15 Auguil 2A0I
HLIU 98M71-04 n20Ls
SECTION O22OI PERMEATION GROUTING
B. Injection of chemical grout shall be measured for payment by the gallon of liquid chemical
gout properly mixed and injected.
C. Mobilization/demobilization shall be a separate lump sum item.
L Twenty (20) percent of the contract lumpsum price will be paid following completion of
moving onto the site, including complete assembly in working order, of all equipment
necessary to perform the required chemical grouting operations.
Z. The renraining eighty (80) percent of the contract lump-sum wilt be paid when all
equipment has been removed from the site and the areas cleaned up.
D. Quality control and testing will be paid under the chemical grout items per gallon and will not
be paid separately.
E. Testing may be priced as a lump sum or unit price based on the methods specified.
END OFSECTION
UAI L UALLEY M EDI CAL CE NTER
DEM O LITION A ND STRA CTA ML F M M E
C o nstruc tio n Do c ume nts
Architectural Supplemenlal Instruction NO. I
l7 Aumst 2A0l
HLM 98OO7I.M 0220r-7
SPECIFIC DEMOLITION KEY NOTES
@ ocsnno ovesum ooARo pAnTtttons ro o€ RELovED Fon NEw srRucruMl HEf,rE€Rs
@ o<srxc srern ro BE Raao\Eo FoR NErv srRr.,cruRAl E EER.
@ a<rsrruo rr-oon ro oE REuovED AND 6Ay, cur FoR t{Ew srnucruRAt cor{cnErE p t FoolriGs.
@ ocsnro ooons ro g€ RErrovED Fof x€w srnucruml franens. DooR Ass€rgt"Es ro B€ sATVAGED AMt REU6ED, coxrRAcrm wu. rocArE
STORAGE AREA FOR OOOR ASSET,EUES AIIO TEEP DIEM PROlEclEo FRo, (UIIIAG€ UNTIL REUse
@ arrsnnc eunanrc FxtuREs ro BE REro\,/Eo F(x xEw stRrctuRAL € BEns uru EE savAGEo AND REUs€D. cor{TRAcvoR wtlt LocarE
STORAGE AREA FOR FXTURES AT|tl (EEP THEII PROTECIEO FRONI DAI'AG€ TittIL REUSE
@ cr scaurea ro aE RELocAtEo our oF co{stnucno AREAS Ev or}€as. cr sc l{r{ER To BE pRorEcrED FRora D taAG€ t nt Retse
@ nalow ansrrrc REFoRcED co ceE E sraR urttr au, + aatcx I/ETEER
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@ nrnov: exrsrnrc ExrEFroR pA\rER systEm AND assocrarED LAfrDscAptiao
@ .ercrurorrcaex ExnArrsr ExcLosuRE to BE REMorlEoAt.orrG yvntt E[]tAUsr ot crvuoRr REFER to MEdrArcAL oRArMNcs.
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@ otcevrnon or eea'tH ut{DER E(t"n},e c*loe BE rtr ro aE cooRo}{Ar€D. REFEn ro srRr,cnnA- oR^v\,ra{e.
EXISII'IG COi'RTYTRD EART}I IO BE REIIOVED FOR T€W STRTJCI,RAL TIEIFERS. FEFER TO ETR,rcN'RAL ORAWIiIGS.
@ ormnc ulxiffi sysrEu ro BE REMo\Go.
@ oosrne cocaere coluut{s to BE RE o\rED, E(,snNG paos ?o RE A}r. REFEn to srRUcruRAL rrRlruracs.
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SUPPLEMENTAL
DRAWING NO.
cn 1\JLJ I
PROJECT: VVMC PHASE I EXPAI'ISION
ISSUID WITH: A. S. l. NO. 1
PROJ. NO.: 98OO7!.O4
DATE: O8/15,/Ol
DR. BY,__-.--_, . _--__SE[]F,\t#fllc Tlrl t' SECTIONS
DRI\W|NG Arrplrfs lo ooNTRACT DOCUMINTS sflEIt {s) gl-.1-
DENVER, COLORADO
SHEET9or I
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=oo6fz. T.FC)74oLdc)
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SCAE: VJ' .1'.O"
5707 WEST 6TH AVENUE
DENVER, COLORADO 80214
Blerbach ,L
ConsulUng 4Englneerr, fic.2 {tt
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303-233-5838 FAX 303-233-U516 Structural Consultants
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CALCULATIONS
Date:
Project:
Project No.:
July 10, 2O01
Vail Valley Medical Center
WC Addition
2683.10
@*
WMC ASC/Women's and Children's Center Phase I
hoieLa:
To: C-West Code Consultants, Inc.
2E0l Younsglield Ave, Suite 300
Golden, CO 80401
Attn: Gary Nic.kerson
Re:
Transmittal Letter
980071.04
Project no.:
Division no.:
Novemb€r 12, 2001
Date:
(ship via: f-l ovemight f] z o"y l--l u*t ! First ctass I n-o o"utery [] out".
We transmit
Herewith
Under separate Cover via
In accordance with your requesa
The following
Pl Drawings
l-Z specifications
J--'l ctraoge oraer
Approval
Muct hterature
Other
Distribution
Revi€w & comment
Use
For your
17 Information
I 11 Record
l-f, epprova
Copies:Date:Description:Action Code:
1 rur2t0l CD Structural Drawings Siped and Spec with Addendum No.'s 1&2 & ASI No. I E
3 11naol CD Completion Package and Specs with Addendum No.'s 1&2 E
I rUru0l Structural Calculations E
Actioo Code
A Actioo iodicated oo item rtansmifi€d C For signature E Se€ rEnurks b€lowB No action r€quircd D For sigtraote and forwarding as noted under remarks
Remarks: Please review drawings and specificatiotrs attd return comments as soon as possible.
Distribution
Owner
Owner's r€presentative
Construction manager
General contractor
File Bv: Bolry Veen
HLM
Suite 27-50
707 17th Stre€t
Denver, CO 80202
FAX: 303.299.9042
Telephone: 303.299.9041
Quicksilver Express Courier Order Confirmation
Date: Mon Nov 12, 2001 Time: 12:10 PM Tracking #z 1753 Service: Direct
Charge:
Pickup:
HL3OOO HLM
HLM
707 lTth sr., #2750
Denvel, CO 80202
Reception Desk
Barry Veen
Ordered By: Barry (303)299-9040
Notes:
Vehicle: Car
Delivery: C-West Code Consultants, Inc.
2801 Youngsfield Ave. #300
Golden, CO 80401
Reception
Gary Nickerson
Project #z : 98C07 l.O4l 5200
8 roll
Heavey need to bring two
wheeled cart.
Order received by Quicksilver on Mon Nov 12,2OOI at 12:10 PM
I Quicksi]ver Home I My Quicksilver Page l
http://www.qec. com/servlet/order?JServS essionldroot=3 is s06nx7 s rUr2t200r
Bierbach -/ \Gonsultlns \Englnaefg. Inc. -----t 1
Project No.:
Project:
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5707 WEST 6TH AVENUE
DENVER, COLORADO 80214
---
Squctural Consultents
-r -
CALCULATIONS
Date:July 1O, 2001
Vail Valley Medical Center
WC Addition
2683.10
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March 29,2001
Vail Valley Medlcal Genter
181 West Meadow Drive, Suite 100
Vail, GO 81657
Attention: Mr. Stan Andercon
SubJect Geotechnical Investlgatlon
Ambulatory Surgery Center Addltlon
Vail Valley Medlcal Genter
181 West Meadow Drive
Vail, Golorado
Job No. cS.3274
Thls letter prcsents the methodology and results of our geotechnical
investigaUon and our rccommendations rcgardlng the proposed Ambulatory Surgery
Genter at the Vall Valley Medical Center In Vail, Golorado. The purpose of our
investigatlon was to evaluate subsurface conditlons under the existlng buildlng and
provide geotechnlcal recommendations for the planned addition foundatlons.
ExistinE Bulldlnq
The Vail Valley Medical Genter is located north of the terminus of West
Meadow Drive in Vail, Golorado. The exlstlng bullding was constructed In several
phases. The east and central parts of the bullding arc one and two'stories'
respectlvely. No basemEnts or belowgrade areas are underthese older patts of the
buildlng and ground levelfloors are slabs.ongrade. The central part of the building
contains an open courtyard. The west part of the bullding is a relatlvely newthree-
story structure with a basement floor. The basement floor is a slab'ongrade. The
old and new parts of the buildlng are concreta and masonry structures with pan and
Joist type floorc. A multl-level parking structure is adlacent to the northeast part of
the buildlng. The ambulatory surgery center is proposed over the central part of the
existlng building (Figure 1). Ground surface adlacent to the area of the planned
addition is landscaped with grErss, shrubs and trees.
CTL/THOMPSON, INC.
. CONSULTING ENGINEERS
234 CENTEFT OF VE . GLENWOOO SPR|NGS, COLORAOO 81601 . (970) 945-280!l
Prooosed Gonstructlon
The roof and second level will be removed from the central part of the o<isting
building. Most of the exlsting second levelfloor slab will be left in place. Holes will
be cut in the exlstlng ground level and second level floor stabs to accommodate
construction of new coiumns. The new columns will support new second and thlrd
levels above the existing ground level. The addition footprint will extend about 20
feet south of the exlsting building.
Floor elevatlons in the new second and third levels will be constructed at the
etevations of the floors in the west part of the odsting bultding. The new second
level floor slab wlll need to be several feet hlgherthan the exlstlng second level floor
slab In the additlon area. An alr space wlll be between the two slabs. Deadloads on
existlng foundatlons wlll be reduced to those that are applled from exlstlng ground
|evel wllts and the existlng second level floor (1.e. ceillng in the ground level).
Deadloads on new column foundations will includethe second and third level floor
slabs, the roof and extedor watls. We understand exterior walls wlll be hung from
the new structurc. Sllp ioints will be provlded at connactlons between tha addldon
ahd existing bulldlng.
Subsurface Gondltlons
Subsurface condlttons under the existing buildlng and proposed additlon
were investigated by drilllng two exploratory borlngs at the approxlmate locatlons
shown on Figure l. The borings were advanced uslng 4-inch dlameter, contlnuous
flight auger and a track-mounted drill rig. Drilting was dlrccted by our
laboratory/fleld manager who logged the soils Encountered in the borings and
obtained samples. Samples obtalned In the fiEld were returned to our laboratory
where typical samples were setected for testing. Graphic logs of the soils
encountered ln our exploratory borings are shown on Figure 2.
Subsurface condltlons encountercd in our explonatory borings consisted of
0.5 feet of sandy clay "topsoil" over 2 and 5.5 feet of clayey gravel flll underlain by
native clayey gravel with cobbles and bouldars to the total explored depths of 19 and
20 feet below ground surface. Pracdcal drill rig refusal occurred on cobbles and
boulders in both borings at depths betvrreen 8 and 20 feet. Fleld penetratlon
resistance tests and observations during drilting Indlcated the natlve gravel was
dense to very dense. Free ground water was not found In our borlngs during our
field investlgation.
Two samples of thE subsoils selected for gradatlon tests contained 62 and 19
percent gravel, 22 and 75 percent sand, and 16 and 6 percent silt and clays slze
particles (passing the No. 200 sieve). Subsoil samples obtained from our borings
were limlted to a maximum particle dlamEter of about 1.5 Inches. Gradation test
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lVAIL VALIEY iIEDICAL CEI{TER
AMAULATORY SURGERY CENTER AODMON
cruT Jo8 NO. Gs€in
1.
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results are representative of only the smaller fractlon of the actual soil gradatlon.
Observations durlng drilling indlcates the maJorlty of the natlve soils at tha site are
gravel, cobbles and boulders. Gradation test results are shown on Figure 3 and
laboratory testing is summarized on Table t.
Foundations
The native gravel at foundation levels below this site possess good support
characteristics. We reviewed a plan of theexisting and proposedfoundatlons in the
area of the addltlon. The plan Indlcated that exlsttng buildlng foundations are
designed for a maxlmum soil bearing pressure 6,000 psf. Our visual observations
indicated the buildlng has performed well wlth mlnor foundation settlements.
In our opinion, pad foundations supported by the natlve gravel at this site are
appropriate for new columns. The structural engineer should evaluate possible
surcharges and eceentrlc loading condltlons applied to exlsting foundations by new
column loads. We understand grnut Infec{on ls planned below some existing
foundatlons to increase bearing capacity. Golumn load surcharges will also incnease
lateral earth pressures on adfacent below.grade rralls.
New foundations wlll settle and most movement will be difierentlal wtth
respect to existing foundatlons. Maximum total settlement of about 1 Inch ls
anticipatedforcolumn padfoundatlons designed accordingto the criteria belowwith
differentlal seftlement of about one-half actual total sEtttement. We understand slip
joints will be provided between new and exlstlng construction. Due to the granular
nature of the soils at this site, the maiority of settlement wlll occur as deadloads are
applied during construction. Additional settlement from liveloads will occur upon
first application of the llveload.
Recommended design and constructlon criteria for column pads are
presented below.
Golumn pad foundations supported on the undisturbed, native gravel
should be designed for a maximum soil bearing pressune of 6,000 psf.
Solls loosened durlng the excavatlon or forming process for the
footlngs should be removed orthE soils can be re-compacted priorto
placing concrete.
Foundatlons for lsolated columns should have minimum dimensions
of 24 inches by 24 Inches. Larger sizes may be required, depending
upon foundatlon loads.
The solls under exterlor footlngs should be protected from freezing.
We recommendthe bottom of footings be constructed at a depth of at
VAIL VALLFf MEPICAL CENTER
AMBUI-ATORY SURGERY CENIER ADDITIOI{
cTw JoB NO. GS€274
least42 inches belowflnlshed exterior gradesforftost protection. The
Vail building department should be consulted to verify the requlred
depth.
The completed foundatlon excavations should be Inspected by a
representative of our ftrm prior to placing forms to confirm that
subsoils are as anticipated ftom our borings and suitable for support
of designed footings.
Llmltatlons
Our exploratory borings were locded to obtain a reasonably accurate plcturo
of subsurface conditlons below the existing bullding and proposed addltlon.
Variations in the subsurface condltions not lndicated by our borings wlll occur. The
completed foundation excavatlons should be inspected by a representatlve of our
flrm to confirm that subsoils are as anttclpated and suitable for support of deslgned
foundaffons.
This investigation was condusted In a manner consistent with tlrat level of
care and skill ordinarily exercised by geotechnical englneers currentty practlclng
under similar conditlons in the localfi of this project No otfier warranty' exprcss
or implied, is made. lf we can be of further service in dlscussing the contents of this
report or in the analysts of the lnfluence of the subsoil conditlons on the deslgn of
the structure, please call.
VeryTrulyYours
(5 copies sent)
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VAIL VALLEY MEDICAI. CENIER
AMBUTATORY SURGERY CENTER AODINON
CTUT JOB NO. GS€274 4
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AMBULATORY SURGERY CENTER ADDITION
VAIL VALLEY MEDICAL CENTER
181 WEST MEADOW DRIVE
VAIL, COLORADO
vttrerc(n Cr.'
LOT F
r.ail:l |cnE
t-rf
/.-jr lq
" "+\S$*,
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LEGEND:
TH.1
Indlcofes loooilon of
cxplorolory borlng
Indloqlas opprcxlmoteqrco of proporad
oddlflon
\:"
[€sr
Job No. GS-5274
Il
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Scole: 1'=60'
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Int'tl
-----
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'6 oRtlE i ,..,,\ _ ._ \ 1cu R.o.w.)
--\____\
(s(AA rus
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: PI.AN
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I Job No. cS-S274
I
Tlt-1
EL=8145
TH-2
EL=8146
t5/1o,
3o/12
38/12
3E/12
s7/12
5o/s
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SUMMARY LOGS (
8150
8.|45
8110
8155
El50
El2s
8120
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LEGEND:
Sod ond sondy olqy 'topsoll'.
Flll, gruvel cloycy, medlum dense,
molst, brown.
Glwcl, oloycy, cobblcs ond bouldcrs,
dcnsc to vrty drnlc, molcl, brpwn.
(cc)
Drfva :omplc. Thc symbol 3E/12
lndloctcr thoi 5E blows of a 140
pound hommrr folllng 50 Inohcs
wcrr nrqulrud to drlvc o 2.0 Inoh
O.D. rcmplcr 12 lnchcs. A
sccond rci of numbcs Indleoloa
thot X numbcr of qddlllonol blowsw*r uncblc io odvonoc tho
samplrr forlftcr.
Indloslcr drlll rlg rcfusol. Multlple
syrnbols Indloote holo loootlon wos
moved io odwnoc borfng forlher.
NOTES:
1. Explorotory bortngr wrre drfllgd on
Fobruory 21, 2OA1 wllh four lnoh
dlomclcr, oontlnuoug fllghl ougrrqnd o hook-mountcd drlll rlg.
2. No frrr ground wqtcr wos found tn
our orploruiory borlngc durlng our
flcld Invrgflgqflon.
5. Loootlonr qnd clevotlonr of explorotory
borlngs oro qpproxlmoic.
4. Thsse cxplorctory boringc orr rubJcof
fo lhr explonqflons, llmlloflonr ond
aonoluslons qs contolncd ln lhla rcport.
BORINGSEXPLORATORY
'Flg. 2
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I Somple of eRnVeL CLqyEy (OC)ffOtn TH.1 AT9 FEET
GRAVEL dl qll,
strr&cw-1F%
PLASTCTYN-6E
2%
uoutD uMfT - %
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stlr&dEr-6-%
P|lsncrrYiF6d
uQulD uMn - %__%
Gradation
Test Results
23
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JOB NO. GS-3274 FIG.3
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JOB # 2683.00 . VAIL VALLEY TEDICAL CENTER
VERTICAL LOADS FOR DESIGN
ROOF: LIVE: =GROUNDSNOWLOAD=rTUI(PSF) (CITYOFVAIL)
OEAD: STRUCTURALSTEEL
FLOOR SI.AB SYSTEM
MECHANICAL
ELECTRICAL
CEILING
FIRE PROOFING
INSUI.ATION
ROOFING
BALI-AST
(PSD
(PSD
(PSD
(PSF)
(PSF)
(PSD
BEAMS + JOISTS AT d{ O.C. (AVERAGE)
1.58 -20 GAGE
ACOUSTIC DROP
CEMENTATIOUS
6'RIGID
ETASTOMERIC SHEET
NONE
DEADrorAL.Effiltrrn
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FLOORS: LIVE:
coMPostrE BEAMS AT 6'€" O.C. (AVERAGE)
I. sVLI -20 GAGE + 4.5, CONCRETE (6" TOTAL THICK
ACOUSTIC DROP
CEMENTTTIOUS
rYPtcAL -[-rT0q(PSn
DEAD: STRUCTUMT STEEL
FLOOR SI4B SYSTEM
MECHANICAL
ELECTRICAL
CEILING
FIRE PROOFING
PARTITIONS
hrl=HEIGHT=
v\tb1=
Ce=
l=
LIDING IS TO BE CONSIDERED ENTER 1.4 -
G IS NOT TO BE CONSIDERED ENTER 1.0 -
ROOF SNOW LOnD=Pts(CeXt)(pg)=
D=(0.13XP9)+14=
b=Pf/D=
(hr1-hb)/hb=
fidl =((0.43)(Wbl )^0.333(Pg+1 0)^0.25)-1.5=
tl/FIEN hdl <(hrl-hb) THEN Wdl =4hd1 =
(D*(hd1+hb)<D*hrl THEN Pml=(Dxhd+hb)=
l-'ql-Tzqffir-T
24.4
3.28
4.03
5.0s
(Fr.)
(Fr.) (sEE CODE FOR CONDTTION MAXTMUM)
0ABLE A-1SA) (A VALUE OF r.0 lS CONSERVATTVE)
fiABLEA.IGB)
(sEE SECTTON 1W1.4'
(PSD
(PCF) (35(PCD MA)(|MUM)
(Ft.)
>0.2 (DRTFT NOT TO BE CONSIDERED)
(Ft.) (TNCREASED 40% WHEN SLTDING 1S CONSTDERED)
(Ft.)
(PSD
DRIMNG2 .AGAINSTUNIT
hr1=HEIGHT=
Wb1=
Ce=
l=
LIDING ISTO BE CONSIDERED ENTER 1..1 -
G IS NOTTO BE CONSIDERED ENTER 1.0-
RooF SNOW LoAIFPb(CeXl)(PsF
D=(0.13XP9)+14=
hb=PflD=
(hr1-hblhb=
htll =(0.iRXVl,b1 )^0.33:,(Pg+1 0)^0.2Q-1 .5=
(sEE 1997 UBC APPENDTX CHAPTER 16)
(Fr.)
(Ft.) (SEE CODE FOR CONDITION lilN(|MUM)
oABtE A-16.A) (A VALUE OF 1.0 ls coNsER[rATryE)
fiABLE A-1sB)
(sEE SECTTON 1W1.4'
(PSD
(PCF) (36(PcD Mru(MUM)
(Ft.)
>0.2 (DRTFTNOTTOBECONSIDERED)
(Ft.) (NCREA{'ED 4096 WHEN SUDING 1S CONSIDERED)
ffiffi
TI
21.4
3.28
2.05
3.38
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WHEN hd1<(hrl+b) THEN r,\,Ul=4hdl
(D'(Hl +hb)<D'fi rl THEN Pml
Mecfianical Unit 55x12.56@35,000 pounds 50.58+80=131 psf
Use 163 psf over entire area will allovr 4' pad under unit if desirsd since th€re i8 no ballast undor unit.
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Vail valley l|edicaL Center - rC Addition
EIABS v?.:.8 FiIe: 2683108 Kip-in Units
July 10, 2001 13:21
STORY DATA
STORY
SCREEN
ROOF
TIIREE
SIUII,AR TO
None
None
IIEIGIIT ELEVATION
1{4.000 551.000168.000 s0?.00016.000 339,000155.000 323,000168.000 168.000
0. 000
IOI|3 None
sEcoND LOn3
EASE None
MATERIAL PROPERTY
UATERIAI, MA?ERIAL DESIGN
UATERIAL PROPERTY MASS AND IIEIGHT
NAIi.IE TYPE
STEEI, Iso
CONC Iso
UATERIAI
MUE
STEEL
coNc
OTHER
MATERIAL
IIA1ERIAJ.
NIME
DATA
MATERIAI
DIR/PLANE
All
All
All
MODULUS OF
ELASTICIIY
29000. 000
3600. 000
29000. 000
P0ISSON' S
RAT IO
0 ,3000
0.2000
0.3000
TI{ERI{AT
O. JUUUL-UO
s.50008-06
5. 5000E-06
SHSAR
UODULUS
11153.846
1500. 000
11153. 846
Concrete
None
MTSS PER BEIGIIT gER
ONIT VOL I'}IIT VOL
7.32408-0? 2.83008-04
2.2161E-O1 8.68008-05
?.32408-07 2.8300E-0{
DESIGN DATA
STEEL SIEELtan
50.000 63.000
FOR STEEL MATERIALS
STEEL
cosl (9)
1.00
FOR CONCRETE MATERIAIS
REBAR REBAR LIGHTWT
FY FYS REDUC PACT
60. 000 {0.000 N/A
I MATERIAL DESIGN DATA
I MATERTA! LTGHTT{ETGHT coNcRETENAME CONCRETS FC
4.000
DECK SECTION PROPERTY DATA
DECK DECK SLAB DECK DECK SHEAR DECK
SECTION IYPE I'IATERIAI MATERIAI THICK UNI? IIT
DECKI Fiued CoNc N/A N/A 2,0833E-05
DECK2 Unfiued N/A STEEL 0,0350 1,59?0E-05
DECK SECTION SHEAR STUD DATA
DECK STUD STUD STUD
SECTION DIAu HEIGHT FU
DECK1 0.7s00 3.9996 60.000
DECK2 N/A N/A N/A
DECK SBCTION GEOMETRY DATA
DECK SI,A8 RIB RIB RIB
SECIION DEPTH DEPTII IDTf SPACING
DECK1 4.5000 1- 5000 2. {996 6.0000
DECK2 N/A 3.0000 ?.6250 8.0000
STAlIC LOAD CASES
STATIC CASE I,AT SELF NT
CASE TYPE IPAD MULIIPLIER
DEAD DEAD N/A 1. OOOOLrvE t rvE N/A 0.0000
SD SUPER DEAD N/A O.OOOORI,IVE REDUCE I,IVE N/A O.OOOO
QUAKE( QUAXE UBC9? O. OOOO
OUAKEC{ OUAKE UBC9? O. OOOO
QUAKDO(X QUAKE UBC9? O. OOOO
QUAKEY QUAKE UBC9? O. OOOO
ouAKEyY oUAKE UBC9? 0.0000
QUAXEYyY QUAI(E UBC9? 0,0000rINDX rIND UBC9? 0.0000
T|INDY rrND UBC97 0.0000
CASE TYPE IOAD MULTIPLIER
STORY TRIB IREA AVERIGE
COrBl ADD DEAD Static 1.0000sD sratlc 1,0000
C0MB2 AI)D LIVE Siatic 1,0000RLIVE Static 1,0000
DSTL1 ADD DEAD Static l. {000sD static 1,4000
DSTL2 ADD DEAD Static 1,2000LIVE Sraric r,6000sD Static 1.2000RLIVE Static 1.6000
DSTI3 ADD DEAD Static 1.2000LIVE Static 0.5000sD Static 1.2000RLIVE Static 0.5000HrNDx Static 1.3000
DST!{ ADD DEAD Static 1.2000LIVE Static 0.5000SD Static 1.2000RLrvE Static 0.5000IIINDX Sratic -1.3000
DStL5 ADD DEAD Static 1.2000LM Static 0.5000sD Sratic 1.2000
Rt rvE Static 0.5000tfINDy Staric 1.3000
DSTI/6 ADD DEAD StAtlC 1.2OOOLIVE Static 0,5000SD Staric 1.2000RLIvE Static 0.5000!iINDY Sraric -1.3000
DSll? ADD DEAD Static 1.2000
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DStL10
DSrtl1
DSTL12
DSrt13
DStLl'l
DSrLl5
DSTL18
IIINDX
SD
IIINDX
DEAD
SD
IIINDY
DEAD
SD
NINDY
DEAD
SD
IIINDX
DEAD
WINDX
DEAD
TiINDY
DEAD
SD
NINDY
DEAD
LIVE
RI,IVE
QT'AKEK
DEAD
LIVE
SD
QUAXEX
DEAD
SD
RL IVE
QUAJ(D(x
DEAD
TIVE
R],IVE
QUAKDO(
DEAD
LIVE
QUAKE)M(
DEAD
LIVE
Rl,IVE
QUAKE:OO(
DEAD
L]VE
eb
R],IVE
Stat 1c
Static
Static
Static
Static
Static
Static
Static
Static
Static
Sta!ic
Static
Stati.c
Stat i.c
Stat i.c
Static
Static
Stat i c
Stati c
Stat i c
Statlc
Static
Static
Static
Static
Static
Static
Static
Static
Static
Stat i.c
Static
Static
Stat i c
Stati c
Static
Static
Stat ic
Static
Static
Static
Static
Static
Stat i.c
Static
Static
Stat i.c
Static
Stati.c
Static
Stati.c
Static
Stat i c
Stat ic
Stat ic
1 .2000
0.8000
1 .2000
I .2000
-0.8000
1.2000
1.2000 .
0.8000
1 .2 000
1. 2 000
-0,8000
0.9000
0. 9000
1. 3000
0.9000
0,9000
-1, 3000
0. 9000
0. 9000
0.9000
0.9000
-1. 3000
1.2000
0.5000
1.2000
0.5000
1. 0000
1.2000
0.5000
1.2000
0. 5000
-1. 0000
1.2000
0. 5000
1 .2000
0. 5000
1.0000
1 .2000
0.5000
1. 2000
0. s000
-1. 0000
1 .2000
0. 5000
1.2000
0.5000
1.0000
1.2000
0.5000
1.2000
0.5000
-1. 0000
1. 2000
0. 5000
1 .2000
0. s000
2
D3TL22 DEAD StaticLM StatlcSD StatlcRLIVE Statlc
oUAKEY Statlc
DEN) StatlcLIVE StaticsD staticRLM Static
oUAKEYY Static
DEAD StaticLIVE StltlcSD Stagi.cRrrvE statlc
QUMEYY Static
DEAD StatlcLM StaticsD statlcRLM Static
QUAKETYy Statlc
DEAD StaticLM StatlcsD staticRLIVE Static
QIJAKEYYY Statlc
r.0000
1,2000
0.5000
1.2000
0.5000
-1. 0000
1.2000'
0.5000
1.2000
0.5000
r,0000
1.2000
0.5000
1.2000
0.5000
-1,0000
t,2000'
0.5000
1.2000
0.5000
1.0000
1.2000
0.5000
I .2 000
0,5000
-1.0000
0.9000
0.9000
1.0000
0.9000
0.9000
-1.0000
0.9000
0.9000
1.0000
0. 9000
0.9000
-1.0000
0.9000
0.9000
1.0000
0.9000
0.9000
-1.0000
0.9000
0.9000
1.0000
0.9000
0.9000
-1.0000
0.9000
0.9000
1, 0 000
0.9000
0,9000
-1 .0000
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DSrL28
DSTL29
DSTL3O
DSTL32
DSTL33
DSTL34
DSTL35
DSTL3 5
ADD
DEAI)
SD
QUAKF'
DEN)
SD
QUAKEI(
DEAD
QUArmOa
DEAD
SD
QUAKEXX
DEAD
QUArcY
DEAD
SD
QUAKEY
DEAD
QUAKEYY
DEAD
qn
QUAKEYY
StatIc
Static
Static
Statlc
Static
Static
Static
Static
Static
Static
Statlc
DEAD StaticSD Static
oUAKE$O( Static
DEAD StaticsD Static
QUAKHOO( Static
Static
Static
Stati.c
Stati,c
Statlc
Static
'Statlc
Stat ic
S!at 1c
Stal ic
Stat ic
St at ic
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DEAD gtatlc
SD Slatlc
Statlc
St.ttc
Static
statlc
Static
statlc
Static
Static
Stetlc
statle
Static
0.9000
0.9000
1.0000
0.9000
0.9000
-r.0000 .
.
1.0000
1.0000
0.2000
0.2000
1.0000
1.0000
I. 0000
1.0000
1.0000
1.0000
1,0000
1.0000
r,0000
1.0000
1, 0000
1,0000
DSTIJ3S
DCUPCl
DCUPC2
DCUPSl
DCIitPS2
QUAKEYYY Statlc
DEAD StaricsD statlc
AUAIGrYY Static
DCMPD1 AOD
Static
Static
Static
DEAD
DEAD
',IVERLIVE
DEAD
SD
DEAD
LIVE
RLIVE
DEAD
DEAD
LIVE
R',IVE
ADD
ADD
5
sErsr.trc uBc9?
case: QUAKE(
SEISMIC INPUT DATA
Dlrectlon: X
Typical Eccentricity = 5X
Eccentricity override3: No
Period Calculation: Progran Calculated
Ct - 0.035 (in feet units)
fop Story: SCREH:I
Botton Story: BASE
K ' f .:I . 1.25
hn - 651.000 {Building Helght}
soil Profile Type = sD
z . 0.075
ca - 0.1200
Cv = 0.1800
SEISMIC CAICI'LAT ION FORMULAS
Ta = Ct (hn"(3/4))
If Z >- 0.35 (Zone 4) then: If Tetabs <- 1.30 Ta then T - Tetabs, else T - Ta
If Z < 0.35 (zone 1, 2 or 3) then: If Tetabs <. 1.{0 Ta then t = Tetabs. else T - Ta
v - (Cv I ll) / (R T) (Eqn. 1)v<=2.Scalr/R (Eqn. 2)
v >- 0.11 Ca I I| (Eqn. 3)
If T <= 0.7 sec, then F! = 0If T > 0.7 sec, then Ft - 0.07 T v <- 0,25 V
SEIS!{IC CAIC:ULATION SASULTS
Ta - 0.5996 sec
T Used = 0.9795 sec
n Used - 6710.15
v {Eqn 1) - o.o418ll
V (Eqn 2) . 0.068211
v (Eqn 3) = 0.0165t{v (Eqn 4) = 0.0218Ir
V osed = 0,0418Ir = 280.28
Ft used = 19.22
SEISMIC STORY FORCES AND RESULTANT LOCAIION
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SlORY
SCREEN
ROOF
THREE
ro3
SECOND
El{
49,22
108 .79
14,65
8.34
39 -2'l
0.00
0.00
0.00
0.00
0.00
199.425
815.808
825.711
292.829
1't9.011
34',?.901 651.000650.591 50?.000682.822 339.000
1331.389 323.000137.3't4 168.000
SEISUIC DIAPHRTGM FORCES AND DIAPHRAGM CENTER OF MASS/IOAD
S1ORY DIAPHRAGM D( FY HZ
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SCREEN Dl
ROOF D1
TIIREE Dl
IOfl3 DlsEcorD Dl
I sgrsMrc uBceT
I Case: QUAKEKX
49. 10 0. 00 0.000 791 .906 348.209 651.000108.79 0*00 0.000 815.808 650.591 50?.0007{.65 0.00 0.000 825.771 682.822 339.0006.78 0.00 0.000 203.581 1{15.985 323.00039.27 0.00 0.000 779.071 137.374 168.000
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SEISHIC INPIn DATA
Directioo: X + EccY
Ttpical Eccentricity - 51
Eccentricity Overrides: No
Period CalcuLation: Program Calculated
Ct - 0.035 (in feet unl.ts)
Top Story: SCREEN
Eottoo Stoly: BASE
R - 5.5I - 1.25
hn - 551.000 (Building tteightl
Soil Profile type = SD
z - 0.075
Ca - 0.1200
Cv - 0.1800
SEIS}IIC CAICUIATION FORI''ULAS
Ta - ct (hn^ (3/{ } }
If z >- 0.35 (zone 4) then: If Tetabs <= 1.30 ta then T = Tetabs, else T - TaIf Z<0.35 laone L,2 or 3) then: If Terabs <- 1.40 Ta thcn T - tetabs, etse T - ta
v - (Ca I r) / (R Tl (Eqn. 1lv<-2.Scalfl / R (Eqn. 2)v >- 0.11 Ca I r (Egn, 3)
If T <- 0.7 sec, then Ft - 0If T > 0.7 sec, then Ft = 0.0? T V <- 0.25 V
SEISI.IIC CA&CULATION RESULTS
Ta - 0.6996 secI used - 0.9?95 sec
r Used - 6? 10. ?5
' V (F.gn r1 - 6.94164
v (sqn 2) - 0.0682wv (F4n 3) - 0.01651f
v (Eqn 4) - 0.02181f
v used . 0.0418r - 280,28
Ft Used - 19.22
SEISMIC STORY FORCES AND RESULTANT LOCATION
STORY FX FI X Y ?,
SCREEN 49.22 0.00 199.425 388.589 551.000
ROOF
ton3
SECOND
SCREEN
ROOF
THRES
tow3
SECOND
I08 .79
?4.65
8.34
39.21
0.00
0,00
0.00
0.00
81s . 808
825.71',!
292.829
119.017
120.041 50?.000
755. 904 339. 000
L343.212 323.000815.055 168.000
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8
SEISMIC DIAPHRAGM FORCES AND DIAPHRAGI,' CENTER OF MASS/IOAD
DIAPHRIGM
{9.10
108. ?9
't 4,65
6.78
39.21
SEISttIC UBC97
Case: QUAKEIO(X
SEISI.IIC INPUT DAIA.
Direction: X - EccY
Typical Eccentricity . 51
Eccentricity Orerrldes: No
Period Calculation: Plogran Calculatedct = 0.035 (in feet units)
Top Story: SCREEN
Botton Stoly: BASE
R - 5.5
hn - 651.000 (8uilding Height)
SoiI Proflle Type - SD
z ' 0,075
Ca = 0.1200
Cv - 0.1800
SEISMIC CALCULATION IIRUULAS
ra - ct (hn"(3/4))
If Z >- 0.35 (Zone 4) then:If z < 0.35 lzoae !, 2 or 3) then:
v-{cvrr{)/(Rr)9<-2.5CaIrlR
V >- 0.11 Ca Ifl
If T <- 0,? sec. then Ft ' 0
If ? > 0.7 sec, then Ft - 0.01 f V <.0.25 V
SEISMIC C.AI,CULAT ION RESUI.TS
ra = u. bvvD gec
T llaA.l = n q?qq ca^
fl Used = 6710.75
v (Eqn l) = 0.0418Wv (Eqn 2) = 0.0582nv (Eqn 3) - 0.0165w
v (Eqn ,1) = 0,0218n
v used r 0.0418n - 280.28
If Tetabs <- 1,30 Ta then T - Tetabs. el,se l - Ta
If Tetabs <= 1.40 ta then T = Tetabs, else T = Ta
(Eqn. 1)
{Eqn.2l
(Eqn. 3)
FY x
797.906
815. 8 08
825.111
203.s8?
17 9.011
D1
DI
DI
DI
nt
0.00 -2002.1940.00 -7556.18s0.00 -5530.3280.00 -98.6430.00 -3050.769
348.209 651.000550.591 507.000582.822 339.0001{15.985 323.000
131 ,314 158.000
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ft Used - 19.22
SEISIIIC STORY FORCES AND RESULTANT TOCATION
STORY
SCREEN
nooF
TNREE
Itr3
SECOND
n(ryxYz
49.22 0.00 199.425 30?.213 551.000108.79 0.00 815.808 581.135 507.0007{.55 0.00 825,771 508. ?41 339.0008.34 0,00 292.829 1319.565 323.00039.27 0.00 719.071 559.693 168.000
SEISI,IIC DIAPHR,AG}' FORCES AID DIT,PHRAGM CEMER OF UASS/LOAD
STORY DIAPERAGM
SCREEN D1ROOF DlTIIREE Dl
LOrf3 D1
SECOND Dl
SEISMIC UBC9?
Casas QI'AKEY
txFYytzxYz
49.10 0.00 2002.194 ?9?.906 348.209 651.000108.?9 0.00 ?5s5.185 815.808 6s0.591 50?.00014.65 0.00 5530.328 825.717 682.822 339.0005.'t8 0.00 98.643 203.587 1415.985 323.00039.27 0.00 3050.769 119.071 737.3't4 168.000
SEISUIC TNPUT DATA
Dlrsction: Y
typical Eccentricity - 51
Ecorntlicity overrides: No
Prriod Calculation: Progran Calculated
Ct - 0.035 (in feet unlts)
lop Story: SCREEN
Eotton Story: EASE
tt . 5.5I . 1.25
ha - 651.000 (Building fleight)
Soil Profile Type = SD
a - 0.0?5
Ca . 0.1200
Cv - 0. 1800
SEISUIC CAICUIATION FORMULAS
Tr - ct (hn^ (3/4) )
If Z >- 0.35 (Zone 4) then: If Tetabs <= 1.30 Ta lhen T - Tetabs, else T - TaM < 0,35 (Zone 1, 2 or 3) then: If Tetabs <- 1.40 Ta then T - Tetabr, else I = Ta
v - (Cv I lf) / (R T) (Eqn, 1)
v <. 2.5 Ca 711 / R (egn. Z)
V >- 0.11 Ca I Il {Eqn. 3}
If T <- 0.? sec, then Fl = 0
If T > 0.7 sec, then Et - 0.0? T V <- 0.25 V
SEISIIIC CAICULATION RESULTS
Ta - 0,6996 sec
T Used - 0.9795 sec
n Used - 6710, ?5
v (F4n 1) = 0. 0418wv (Eqn 2) - 0'0682nv (Eqn 3) = 0.0155w
v (Egn 4) = 0.0218w
v Used = 0.0418W = 280.28
Ft Used - 19.22
SEISMIC STORY II)RCES A}ID RESULTAM IOCATION
STORY T1{ FY
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SCREEN
ROOF
THREE
LOr3
SBCOND
STORY
SCREEN
R@F
TIIREE
LOr3
SECOND
0. 00
0. 00
0.00
0.00
0,00
ta ))
108.?9
7 4.63
8.34
39 .2'l
199,425
815.808
825.111
292.829
719.011
34?.901 651.000
650,591 507.000
652.822 339.000
1331.389 323.000
't31 .314 168.000
SEISMIC DIAPHRAGM FORCES AND DIAPIIRAGM CENTER OE MASS/LOAD
DIAPHRAGU tx
0.00
0.00
0.00
0.00
0.00
SEISMIC UBC97
Case: QUAKEYY
SEISMIC INPUT OATA
Direction: Y + EccX
Typical Eccentricity - 51
Eccentricity ovelrides: No
Period Calculatlon: Program Calculated
Ct . 0.035 (in feet units)
ToP Story: SCREEN
Bottom Story: BASE
R = 5.5
hn - 651.000 (Bullding Heighr)
Soj.l Profile Ty?e = SD
z - 0.015
Ca . 0.1200
Cv - 0.1800
SEISMIC CAICULATION FOR!4ULAS
Ta - ct (hn^ {3/4 ) )
If z >= 0.35 (Zone 4) then:If Z < 0.35 (Zone 1. 2 or 3) then:
v , {cv r !f) / (R T)
V <= 2.5 Ca I 9l / R
3{8.209 651.000
650.591 501.000
682.822 33 9.000
141s. 985 323.00073?.374 168.000
DI
DI
D1
D1
nl
FY
49.10
108.79
74.65
39.2'l
MZ
0 ,000
0.000
0.000
0.000
0.000
x
?9't.905
815. 908
825.111
203.58?
179.071
If Tetabs <= 1.30 Ta then t = Tetabs, else I = la
If Tetabs <= 1.40 Ta then T = Tetabs, else T = Ta
lEqn. 1)
(Eqn.2)
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III
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V >- 0.11 CaIr
M <- 0.7 sec. then Ft - 0M > 0.7 sec, chen Ft = 0.0? T v <= 0.25 v
SEISUIC CAICI'f,ATIOII REST'LTS
Ta - 0,6996 secf Used - 0.9?95 secr Osed - 6710.75
v (Eqn 1l - 0.0{18rv (Eqn 2l - 0.0682r
V (Egtr 3l - 0.0165rv (Eqn l) - o.o218n
V Used - 0.0{18w - 280.28
Ft Used - 19.22
SEISUIC STORY FORCE5 ,AND RESULTANT LOCATION
(ESn.3l
FXPYXYZ
0.00 49.22 862.271 34?.901 6s1.0000.00 108.?9 8?8.808 550,591 50?.000
0. 00 ?4 . 5s 888 . ??? 682.822 339.0000.00 8.34 325.959 1331.389 323.0000.00 39.27 8s5.829 13't,3'14 168.000
stonv
SCREE}I
ROOF
IIIREE
IOr3
SECOND
SEI$!!IC DIAPIIRAGU FORCES AND DIAPHRAGI' CEIITER OF TOSS/LOAD
STORY DIAPITRAGI,I FI{ ry V2 X Y Z
SCREEN Dl
ROOF Dl
IHREE DI
LOi3 Dl
SECOND Dl
gEISMIC U8.97
Case: QUAKEYYY
SEISUIC INPUT DATA
Dilgction: Y - EccX
Typical Eccentricity - 5X
Ecclnlriclty Onerides i No
Pcliod Calculation: Progran calculated
ct . 0.035 (in feet uni.ts)
Top Story: SCREEN
Botton Story: BASE
R - 5.5
T r I 2(
hn - 651.000 (Building Height)
Soil Profile Type - sD
Z - 0.0?5
Ca - 0.1.200
Cv . 0.1800
0.00 {9.10 3093.{98 ?9?.906 3{8.209 651.000
0.00 108.79 6853.806 815.808 650.591 507.000
0.00 ?{.65 4703.089 825.'t77 682.82? 339.000
0.00 5.78 216,40t 203.587 1{15.985 323.000
0.00 39.21 3014.214 719.07'1 't37.3't4 168.000
11
SEISUIC CNd'LATION FORTI'LAS
Ta = Ct (ha^ (3/4) )
If z >- 0.35 (zone 4) then:
lf Z < 0.35 (Zo e l, 2 or 3) then:
v-(CvIn)/(RT)
v<-2.5CaIn/R
V>-0.11 Ca Ir
If T <= 0.? sec, then Ft . 0
If T > 0.7 sec. then Fl - 0.01 1V <- 0.25 V
SEISMIC CAICULATION RESULTS
Ta = 0.6996 sec
T Used = 0.9795 sec
W Used - 6710.75
v (Egn 1) - 0.0418F
V {Eqn 2) ' 0.0682wv {Eqn 3} - 0.0165wv {8sn 4) = 0.0218r
v Used - 0.041811 = 280.28
Ft Used = 19.22
SEISIIIC STORY EORCES AND RESULTANT LOCAIION
STORY D( FY
If tetab3 <- 1.30 t! thcn T - Tetabs, else T - Ta
If Tetabs <- 1.{0 ta then T - latabs. else I - Ta
(Eqn. 1)' (Eqn. 2l
(Eqn.3l
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DI
D1
nt
D1
D1
I
SCREEN
R@F
THREE
Ipn3
SECOND
STORY
SCREEN
ROOF
THREE
LOW3
SECOND
0.00
0.00
0.00
0.00
0.00
49.22
r08.79
7{. 65
8.34
39.27
? 36. 578
152.808
162.711
259. 7 00
't02.325
3{7.901 651.000650.591 50?.000682.822 339.000
1331.389 323.000
731 .371 168 , 000
SEIS!,IIC DIAPER,AGM PORCES AND DIAPHRAGM CEI|TER OF MASS/IOAD
DIAPHRAGI.I EX
0.00
0.00
0,00
0. 00
0.00
{9.10 -3093,498
108.79 -5853.805
7 4.65 -4?03.0896.78 -216,40r
39.21 -3014 . 2?4
797.906 348.209 651.000
815.808 650.591 50?.000
823.711 682.822 339.000
203.58? 1415.985 323.000't't9.o11 731 .374 168.000
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trIND UEC97
Case: flINDX
IIND INPUT OATA
Directioo lngle - 0 degrees
Top Story: SCREEN
Bottorn Storyr BASE
No parap€t is included
Basj.c tflnd Speed. v - 90 mph
Exposure Tlpe - c
Iryortance Factor. Is - 1.15
IIND E(POSURE IIIDTH INTORMATION (Exposure wldths ale fron diaphraq! axtents)
STORY OIAPIIRAGM TTDTIT X Y
SCREEN Dl 815.?50 791.040 40?.875ROOF Dl 1389.125 ?91.040 694.563TBREE Dl 1{81.625 ?91.040 7{0.813LOH3 D1 290.875 293.520 1408.188sEcoND Dl 1553.626 653.520 ?75.813
rIND CAICT'LATION FORUULAS
P ' nind pressule = Ce Cq qs I!,
ce, the coEbined height' exposure and guEt factor coefficient, is lron uBcg? Tabte 16-G
Cq, the pressure coeffici.ent is lrom UBC9? Tab1e 1G-g fo! priuary Franes. uci,ng !.lethod 2
qs is the wind stagnatlon pressule at the standard heiqht of 33 feet
qe - 0.00256 v"2 >- 10 psf
ce - r'l
,_ qs - 20.7360 psf
- IIIND STORY FORCES AND LOCAUON
I STORY TRIB AREA AVERAGE
I LEvEl, (ft"2) Ce FX Fy x y ZI
scREEr,l 407,88 1.4300 19.4? 0.00 ?91.0{0 40?.8?5 551.000
- ROOF t278.20 1.3?18 55.?9 0.00 ?91.0{0 694.563 5O?,OOO
I THREE 992.64 1.2913 38.48 o.0o ?91.0{0 ?40.913 339.000
I LOfl3 238.86 1,2026 9.59 0.00 2g3.s2o 1408,188 323.OOOsEcoND 1052.83 1.0'tL2 38.01 O.OO 653.520 t?6,813 168.000
I IIIND UBC97I case: nrNDY
IIIND INPUT DATA
Direction Angle - 90 deglees
Top Story: SCREEN
Botton Slory: BASE
No parapet is included
II
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Sa8ic fllnd Speed, v - 90 nPh
Exposur€ TyP€ . C
Iqortance Factor, Ir - 1.15
iIIND ENPOSURE fImH INIORI,IATIoN (Exposure ,idths are f,ron diaphragn axterts)
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AVERAGESTORY
STORY DIAPHRAGU
SCREEN DlR()oF 01
THREE DI
LOW3 Dl
SECOND Dl
'IDTH
1250 .000
1260.000
1260.000
815.040
1535.040
x
79r. 040
791.040
?91.040
293.520
553.520
{07. 875
69{ .563
140,813
1408.188
776.813
TIIND CAICULATION FORMUL,IS
P - rind pressure - Ce Cg qs I|{
Ce, the combined height, exposure and gust factor coeffici€nt, is fron UBC97 Table 16-c
cq, the pressure coeffj,cient ts fr@ uBC9? Table 15-lt for Prinary Franes, using Method 2
qs is the wind stagnatlon prec8ure at the standard height of 33 feet
qs ' 0.00256 v"2 >- 10 psf
IIIND CAICOLATION RESUITS
cq - l'{
gs = 20.7350 Psf
WIND STORY FORCES AND LOCATION
SCREEN
ROOF
THREE
LOII3
SECOND
TRIB ANEA
( fr^2 )
630.00
136s. 00
805.00
508. 65
133{.09
1. {300
I ',lero
1.1940
1.0849
FY
30.08
63.02
34.?l
20.28
18.32
x
791.0{0
791.0{0
791.040
293.520
653.520
rx
0.00
0.00
0.00
0.00
0.00
't0?.875 651.000
694 , 563 507.000740.813 339.0001408.188 323.000??6.813 168.000
14
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With Roof
bataBase:
Vtt. O - ADalysr.s !0oc1€
Consulting Engj-neers, fnc.
Screen/lhis is ic
26839 06/13/OL L3l.27:07
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POINT
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RIAES W.16 File: 2683108 Kip-ft lroits PAGE 1
ituly 6, 2001 13:23
Atno lllllD sroRY toRcEs AIID IIcAtIolt
SIORY 1?IB ARSA IVERTGD
DEAD StatlcSD Static
[M StaticPJM Static
' 1.0000
1.0000
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BIABS v7.15 File: 2683108 Kip-ft Uoirs pAcE 2
,tuly 5, 2001 13:23
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BASE C59 rlllDx
EASE C59 ntNDrBLSE C59 @StslEASE C59 . C0uB2
BrsE c?1 ouxE[BrsE c?l 0t AIGYBASE C71 MNDXBTSE C71 lll DIBASE C1L C0HB1Blss c?1 c0[82
rAsE c12 QmIGXBASB C12 QONGIBASE C12 flIlrDX
BASE C12 IIINDY
BASB C12 CO,|BIEASE C12 CO,IB2
BtsE c?3 ouAtcxErsE c?3 QrrArGYBASE C?3 TTNDX
SASE C?3 fIINDY
BnsE c?3 coftslBASE C?3 CONtsz
BASE C?8 OOAKEXEASE C78 QUNGYBASE C?8 TINDXBASE C?8 TITDY
BASE C?8 CO.|BIEASE C?8 @Sts2
EASE C88 oUAIGXSASE C88 OUTTGYBASE C80 rIl.lDXEASE C88 TINDY
BASE CEE CO'81BASE C88 Cotts2
BASE C89 OrAreXBrsE c89 olnKEYBASE C89 IIINDXBISE C89 rINDY
BtsE c89 C0uB1EASE C89 C0rE2
BASE C90 OUAKEXBASE C90 QUATGYSASE C90 nr[DX
BtsE c90 wrltDy8AS8 C90 COtBlsAsE c90 c0MB2
BASE C91 QUAKSXBASE C9I qNKEY
BASE C9l nIltDX8AS8 C91 r{IllDt
BASE C91 CoN,|B1BASE C91 Cq{82
BASE C92 00AI(E:XBASE C92 OUAIGYBASE C92 NINDX
-6.34 0.03 -20.11 -0.3{0 -53.60{ 0.0001.32 -1.66 2.07 22.51t 11.300 0,00?1.5t 0.21 90.6? -0.900 9,8{8 0.000
0.12 - 0.14 26.a',t -0.5?1 {.810 0,000
-0.?1 0.00 0.16 0.119 -11.318 0.0000.02 -0.03 0.12 3.211 0.311 0.000-0.33 0.00 0.06 0.009 -5,285 0.0000.0a -0.01 0.38 r.881 0.639 0.0000.11 0.2r 56.82 -t.015 1.738 0.0000.0? 0.15 39.?3 -0.?!1 1.135 0.000
-0.73 0.00 0.05 -0.015 -11.3?{ 0.000o.o3 -0.05 -0.1? 3.326 0.{15 0.000-0.3r 0.00 0.02 -0.003 -5.309 0.0000.0r -0.03 -0.11 2.023 0.682 0.0000.05 0.17 51.01 -0.8t0 0.'16't 0.0000.03 0.12 35.6? -0.500 0.422 0.000
-0.?6 0.05 -0.10 -0.395 -11,{16 0.0000,02 -0.?l 1.0? 5.5?3 0.250 0.000-0,35 0.01 -0.02 -0.051 -5.33{ 0.0000.04 -0.{5 0.5? 4.1t6 0.586 0.0000.0? -0.35 ,t{.30 l.?88 1.0?9 0,0000.04 -0.26 30.89 1.285 0.651 0,000
-1.41 -0.05 25.22 0.368 -12.83? 0.000-0.01 -0.12 0.40 3.r{? 0.058 0.000-0.6? -0.02 11.89 0.108 -6.19{ 0.0000.02 -0.0? -0.12 2.013 0.230 0.0001.04 -0.09 36,21 0.163 5.226 0.0000.71 -0.06 26.25 0.328 3.501 0.000
-0.62 0.00 -3.{l -0.024 -9.228 0.0000.01 -0.r0 0.15 3.4t? 0.u? 0.000-0.30 0.00 -1.50 -0.00? -a.491 0.0000.02 -0.06 0.13 2.091 0.230 0.0000.30 -0.09 10.02 0.165 1.816 0.0000.20 -0.06 2?.9E 0.324 1.1t3 0.000
-0.51 0.01 0.00 -0.189 -8.596 0.0000.01 -0.12 0.00 3.515 0.L22 0.000-0.25 0.00 0.00 -0,015 -4.24t 0.0000.01 -0.0? 0.00 2.23't 0.209 0.000-0.0s -0.09 36.18 0.160 0.168 0.000-0.05 -0.06 25.50 0.322 -0.002 0.000
-0.s7 0.02 0.00 -0.3?9 -8.81{ 0.0000.01 -0.19 0.00 3.116 0.124 0.000-0.28 0.00 0.00 -0.030 -4.299 0.0000.01 -0.12 0.00 2.463 0.211 0.0000.32 -0.09 23.11 0.428 1.E50 0.0000.22 -0.01 11.{t 0.182 1.219 0.000
-0.65 0.00 -0.15 0.155 -9.980 0.0000.00 -0.05 -1.91 3.285 -0.015 0.000-0.3{ 0.00 -0.0s 0.011 -5.225 0.000-0.02 -0.03 -1.08 1.921 -0.246 0.0000.11 0.0{ r?.96 -0.159 1.621 0.0000.0? 0.02 33.?'r -0.099 L019 0.000
-0.?6 0.00 -0.0r -0.01? -10.205 0.000-0.02 -0.20 -1,1? 3.6?{ -0.29? 0.000-0.40 0.00 -0.02 -0.004 -5.339 0.000
0.r2 -0.18 1?.99 0.810 1.55? 0.0000.07 -0.13 12.38 0.535 0.951 0.000
-0.?4 0.01 0.00 -0.19? -10.108 0.000-0.02 -0.18 -0.27 3.698 -0.250 0.000-0.39 0.00 0.00 -0.017 -5.289 0.000
T
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BASE C92 nrNDY -0.03 -0.12 -0.6? 2.235 -0.409 0.000
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BASE C92 CO,rBlBASE C92 CO,|B2
BASE C93 QOAIGXBASE C93 oUAr8YBASE C93 TIINDX
ao?
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c91
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c98
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BTSE
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BASE
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6ASE
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BASB
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c93
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c95
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c96
c96
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c96
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c102
ct02
cl02
c102
cl02
c104
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c104
cl04
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c105
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c106
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corts1
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QUATEX
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milDx
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couB1
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QUAXEX
QUAXEY
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c0t't8t
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QUArcY
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-0.03
0.06
0.03 .
-0.52
-0.01
-0.27
-0.02
0.33
0.2 3
-0.85
-0.05
-0.4?
-0.08
0.06
0.02
-0. ?5
-0.0{
-0.ll
-0.06
0.03
0.01
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-0.03
-0. {{
-0,06
0.11
0.05
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-0.03
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-0.05
0.09
0.06
-0.54
-0.02
-0.30
-0.04
0,22
0. 15
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-0.02
-0.{0
-0.03
-0.11
-0.09
-0.67
0.03
-U. JI
0.04
0.?5
0.41
-0.35
0.00
-0.28
0.00
0.29
0.20
-u. o t
0.00
-0.3{
0.00
-0.u
-0,18
-0.13
-0.16
22.34
15.59
2.332
0.882
0.6{5
-0.3?8
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-0.030
2.46L
-0.355
-n l?l
0.lt6
3.422
-0.054
1.937
0.331
0.281
0.113
3.1,0E
0.008
1,81?
1.4?5
1.052
-0.016
3.365
-0.003
2.047
0.818
0.530
-u.ltJ
3.624
-0.017
2.286
1.158
0.839
-0.387
3.861
-0.031
2.519
1.329
U.JZO
3.?87
L.L72
2.19r
1.2,t8
0.9?1
-0.312
3.r05
-0.030
2. 418
-1. t55
-0.557
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3.807
-0.031
2.484
0.0r5
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-0.182
3.{02
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2.L46
-0.381
0.818
0.453
-8.113
-0.1{5
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-0.27 5
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-lt.153
-0.739
-6 .131
-1 nlt
0.789
0.215
-10.955
-0.531
-6.036
-0.900
0.386
-11.050
-0.3a8
-O. UU '-0. ? 99
1. {86
0.882
-9.502
-0.386
-J.1t5
-0. ?34
1.320
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-7.806
-0.33{
-4.300
-0.613
1. {{5
0.902
- 10. 194
-0.261
-5.331
-0. 389
- l. 185
-1.200
-9.675
0.335
-{.505
0.569
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-8. {8?
-0.011
-{.284
-0.032
1.125
-10 .3?0
-0.056
-5. 2 36
-0.0?0
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0 .000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.0 00
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.02 0.00-0.18 0.000,00 0.00-0.12 0.000.08 ?3.550.03 11. ?0
0.02
-0.12
0.01
-0,07
-0.05
-U,UO
0.00
0,01
-0.29
39.54
22.88
0.07
5.630,00 -0.08
EASE
BASE
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BISE
BISE
ltsE
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BASE
BTSE
BASE
BASE
BASE
BASE
BNE
BASE
8A,SE
BASE
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BASE
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BASE
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0.01
-0.28
-0.20
0.00
-0.05
0.00
-0,03
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0.00
-0.09
-0.21
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0.02
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-0. r9
-0.24
-0,24
-0.14
-0.26
-0.20
0,02
-0. 15
0.00
-0. 10
0.3 0
0.12
0.02
-0.2 0
0.00
-0.13
0.00
0.00
0.00
-0.05
0.00
-0.03
3.14
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{{.01
0.23
0,97
0.09
0.55
52.54
3{.43
0.02
-0,05
0.01
-0.0{
29.34
20. {5
0.00
0.00
0.00
0.00
L1,96
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-13.1.1
-6.6{
-0.92
19.57
13.25
-2,73
0 .19
0.21
30.18
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0.00
0.00
0.00
0.00
20.14
10.02
-0.02
-0.13
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BASE
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0.08
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-0.68
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-0.40
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0.03
-0.66
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-0.38
-0.08
0.24
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-0.62
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-0.36
-0.08
-0.02
0.01
-280.2r
0.00
0,00
0.00
0.00
0,00
0.00
0.00
-0,02
0.00
-0,01
0,00
0.00
0.00
0.01
0.00
0.01
0.00
0.00
-0.02
-0.20
0.00
-0.08
0.00
0.00
-0.10
-0.08
-0.01
0.00
-0.05
0.00
0.00
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49.96
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0.025
0,017
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0.030
0. 018
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3.618
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0.530
0.384
0,158
3.{09
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1.993
0.034
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-8.953
-0.510
-5.183
-1.112
-0.349
0.143
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0,000
0.000
0.000
0,000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
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c106 CoN,tslct05 coN'rB2
BASE
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BASE
BASE
BASE
Suloation 0, 0, Base QUAKEX
Sumat j.on 0,0, Base QI'AKEY
Su@atlon 0, 0, Base nINDX
sumatr.on 0, 0, Base nINDY
Sumation 0, 0, Base CCUB1
sumation 0,0, Base Col'lB2
0.00 -'t.716 -L0651 .620 1490s.288
0.00 10819.?34 2.531 -18563,206
0.00 -0.815 -4960.549 8788.0?3
0.00 6184.046 3.452 -10304.s45
6386. ?6 3?5239.906 -415'194.422 -0.112
3?44.53 228938.109-243279.936 -0.048
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Existing Column Loads
ok
ok
ok
ok
ok
ol(
ok
ok
ok
ok
no changg
ok
ok
nogood 80fi1 punching ok
ok
ok
no cfiange
ok
no good 8200 punching not okay
no good 11300 punc-hing not okay
ok
ok
nogood 8000 punching ok
no good 80(X) puncfiing ok
no change
no change
no cfiange
I
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Column 151
Service Soil Bearing
-Maximum Beadng
Max/Allowable Ratio
5778.6i! psf DL+LL
.963
-
5778.63 psf
t slzo.ee p"t
Flexurc Design
Maximum Mtl},(Xl6 482.643 k.ft
Maximum MUZ-I6 500.764 k.ft
c
'rl -1-.I
Allowable Soil Bearing :6000 psf
Concrete Weight :150 pcf
Concrete fc :4 keiSteelff :60 ksi
B
$$X Dir. Steel: 5.121 In2
fl Z Dir. Steel: 4.932 Inz
c
Shear Check Rados
Two Way (Punching) Shear
One Way Shear, X dir. cut
One Way Shear, Zdir. cut
Overtuming lf,oment Safety Factors (OTM SF)
OTM SF About X-X Axis {2.88 DL+LL+EL
OTM SF About Z-Z Axis 421.981D1+LL+EL
Concrste Bearing (ForVertlcal Loads Onlyl)
Maximum Bul6 88.102k ACl9.1
Allowable Bc 1958.4 k
Vx (k)Vz (k)Mx (k-ft)Mz (k-ft) Overburden (psf)
(Reverce WL)
(Revetse EL)
+Over
llr+++t
a16
.81
.594
.6{4
P (k)
rr+Mx
#T#'ffi
Golumn 152
Sellce Soll Bearing
.Maximum Bearing
Max/Allowable Ratio
5956.8 pf DL+LL
.993
-
5956.8 psf
I
t szlr.zg put
Flexure Deslgn
Maximum Mu)$16
Maximum MtEZ16
10/(l.46 k-fr ACI9.1
1034.{9 k-ft ACr 9.1
$$X Dlr. Steel: 8.847 in2
$Z Dlr. Steel: 8.902 inz-fII;
Allowable Soil Beadng
Concrete Weight
Concrete fc
Steelff
:6000 psf
:150 pcf
:4 ksi
:60 ksi
aximum Shear Gheck Ratios (tlu 16 Ycl
Two Way (Punching) Shear .gBG
One Way Shear, X dir. cut .712.
One Way Shear, Z dir. cut .7OT
Overturning MomentSafety Factop (OTM SF)
OTM SF AboutX-XAxis 13.695 DL+LL+EL
OTM SFAboutZ-ZAxis 590.683DL+LL+EL
Vx (k) Vz (k)Mx (k-ft)Mz (k-ft) Overburden (psf)
#Fi rr+Mz
#E
(ReverceWL)
t*"'."&::u Itttllg
I
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10.5 ft
4.5 ft
Column 153
Service Soll Bearlng
.Maximum Beadng
Max/Allovable Ratio
595it.2 psf DL+LL
.992
-
5953.2 pofr
E sgos.sa put
Allorable Soil Bearing :6000 psf
Concrete Weight :150 pcf
Concrete fc :4 ksi
Steel fy :60 ksi
Flexure llesign
Maximum Mu)<X16
Maximum MUZZIg
$$X Dir. Steel: 9.786 in2
$ Z Dir. Steel: 9.809 in2
Two Way (Punching) Shear
One Way Shear, X dir. cut
One Way Shear, Z dir. cut
(Vu16 Ycl
.885
Overtuming Moment Safety Factors (OTtl SFI
OTM SF About X-X Axis 18.743 DL+LL+EL
OTM SF About Z-Z Axis 600.452D1+LL+EL
c-rl
rt
Concrete Bearlng (For Vertical Loads Onlyt)
Maximum Bu l6 1664.X2k ACI 9.1
Allowable Bc 6120 k
P (k) Vx (k)Vz (k)Mx (k-ft)Mz (k-ft) Overburden (psf)
(ReverseWL)
(Reverce EL)
+Over$l$sHffi
Golumn 154
Service Soil Bearing
Maximum Bearing-Max/Allowable Ratio
5766.2f pef
.961
DL+LL
5768.24 psf
5X28.14pt
$$X Dlr. Steel:9.38{ in2
f| Z Dlr. Steel: 9.097 inz
Flexure Design
Maximum Mu)/Jl 16 {154.92 k-ft
Maximum MuTZ.lg 1190.06 k-ft
G.,{
rt
Maximum Shear Check
.663 ACl9.1
Overturning Moment Safety Factors (OTlll SFI
OTM SF About X-X Axis 13.813 DL+LL+EL
OTM SF About Z-Z Axis I38.|78DL+LL+EL
Vz (k)Mx (k-ft)Mz (k-ft) Overburden (Psf)
(ReverseWL)
Fi #
g
.rl
o(rl Two Way (Punching) Shear
One Way Shear, X dir. cut
One Way Shear, Z dir. cut
$ut6 Ycl.9u ACl9.1.646 ACl9.1
Allowable SoilBearing
Concrete Weight
:6000 psf
:150 pcf
:4 ksl
:60 ksi
Vx (k)
'-"*iiiE"' I
Golumn 155
Servlce Soil Bearlng
.Maximum Bearing
Max/Allowable Ratio
7870.34psf DL+LL+EL.984 (ABIF = 1.333)
-
7870.34 psf
R rszo.g pst
Flexurc Deslgn
Maximum MuXXlg 323.128 k-ft
Maximum MuTZlg 291.84 k-ft
c.,{
rt
@X Dir. Steel:3.733 in2
$Z Dir. Steel: 4.144 in2
axfmum Shear Gheck Ratios (Yu lg Y
Two Way (Punching) Shear .778
#
One Way Shear, X dir. cut
One Way Shear, Z dir. cut
Overtuming Moment Safety FactonB (OTM SF)
OTM SF AboutX-X Axis 6.899 DL+LL+EL
OTM SFAboutZ-ZAxis 120.153D1+LL+EL
Vz (k)Mx (k-ft)Mz (k-ft) Overburden (psf)
(Reverse WL)
(Reverse EL)
+Over
llrrrr+#rr+Mx#.l rr+Mz#r
Allowable Soil Bearing
Concrete Weight
Concrete fc
:6000 psf
:{50 pcf
:4 ksi
:60 ksi
Vx (k)P (k)
7.5 ft
Golumn 156
Selice Soil Bearlng
.Maximum Bearing
Max/Allowable Ratio
7603.85 pef
.951
DL+LL+EL
(ABIF = 1.333)
ACr9.1
ACre.2(E)
ACl9.1
Flexure Deslgn
Maximum Mu)(Xl6 t'8.424 k-ft ACI 9.2(E)
Maximum MUZZIg 507.617 k-fr ACl9.1
B
$$X Dir. StEel:5.245l#
tlZ Dir. Steel: 5.962 In2 (mln)
c
Maxfmum Shear Gheck Ratioo Nu lF
Two Way (Punching) Shear .2Sz
:u: E;;-
Z direc{ion sEel requires the follorving placement:
Region 1 (starts ain;: 3s in -Sieel: .937In2-
nefion 2 (middle): 72in Steel: 4.088 i4r
negion 3 (ends ai O1: Sl in Steel: .937 inz
One Way Shear, X dir. cut .112
One Way Shear, Z dir. cut .779
Oveilumlng Moment Safety Factort (OTil SF)
OTM SF About X-X Axis 3.648 DL+LL+EL
OTM SF About Z-Z Axis 2.279 DL+LL+EL
Mz (k-fr) Overburden
I
I
I
I
t
I
I
IE.tl*ofl
Allowable SoilBearing
Concrete Weight
Concrete fc
Steelff
:6000 psf
:150 pcf
:4 ksi
:60 ksi
DL
LL
WL
EL [[:I:::H3 I
+Over$r$++ I##.-+Mztr
I
I
t
I
2.25 ft 30 ia
Column 156 north
Servlce Soil Bearlng
.Maximum Bearing 5697.98 pcf DL+LL
Max/AllowableRatio .95
Two Way (Pundring) Shear
One Way Shear, X dir. cut
One Way Shear, Z dir. cut
Overturning Moment Safety Factors (OTltl SF)
OTM SF About X-X Au<is NA DL+11
OTM SF About Z-Z Axis NA DL+LL
:r:;;"*'
l-_] Uplift
Flexure Design
Maximum MuD(Xl6 71.832 k-ft
Maximum Mu72l6 2.069 k-ft
$$X Dir. Steel: 2.117 i# (min;
$ Z Dir. Steel: 1.49{ inz
X direc{ion sbel requires the following placement:
Region 1 (starb at A): 24 in Steel: .423 in2
Region 2 (middle): 36 in Steel: i.27 Inz
Region 3 (ends at B): 24in Steel: .423 in2
B
c
Allowable Soil Bearing :6000 psf
Concrete Weight :150 pcf
Concrete fc :4 ksiSteelff :60 ksi
H #
(Yu16
NA
.935
0
P (k)Vx (k)Vz (k)Mz (k-ft) Overburden (psf)
+Over+rrl]$
Golumn 157
Service Soll Bearlng
Maximum Bearing'Max/Allowable Ratio
5719.44 psf g1-+LL
.953
-
5719.4f psf
It seag.oe p"r
-frl;
Allowable Soil Beadng
Concrete Weight
Concrete fc
Sbdry
:6000 psf
:150 pcf
:4 ksi
:60 ksi
Flexure Design
Maximum W;DlXl4 863.822 k-ft
Maximum MiZlg 899.109 k ft
SIX Dir. Steel: 7.673 inz
$Z Dlr. Steol: 7.365 in2
axfmum Shear Gheck Ratioo (Yu 16 Ycl
Two Way (Punching) Shear .898 ACI 9.1
One Way Shear, X dir. cut .626 ACI 9.1
One Way Shear, Z dir. cut .65 ACI 9.1
Overtuming Moment Safiety Factors (OTM SF)
OTM SF About X-X Axis NA DL+LL
OTM SF About Z-Z Axis 29.896 DL+LL+EL
Vx (k)Vz (k)Mx (k-fr)Mz (k-fi) Overburden (ps0
Fi #
(ReverceWL)
'-"Hiiu r
ll .75 ft
Golumn 160
Service Soil Beadng
_Maximum Bearing
Max/Allowable Ratio
5759.68 psf DL+LL
.96
-
5759.68 psf
I
G sezg.eg p"t
-ftl;
Allowable Soil Bearing :6000 psf
Concrete Weight :150 pcf
Concrete fc :4 ksi
Steel fy :60 ksi
Flexure Design
Maximum Md(X16 1188.05 k-ft
Maximum WZ. lp 1232.92 k-tt
$$X Dir. Steel: 9.727 in2
$ Z Dir. Steel: 9.364 in2
aximum ShearCheck Ratios (Vu 16 Ycl
Two Way (Punching) Shear .968 ACI 9.1
P (k)Vx (k) Vz (k)Mx (k-ft)
H
One Way Shear, X dir. cut .664 ACI 9.1
One Way Shear, Z dir. cut .687 ACI 9.1
Overtuming Moment Safety Factors (Ofil SF)
OTM SF About X.X Axis NA DL+LL
OTM SF About Z-Z Axis 27.372 DL+LL+EL
Mz (k-ft) Overburden (psf)
(Reverse WL)
(Revelse EL)
+Over
l+1+ll#rr+Mx#.rr+Mztr
Golumn 163,150
Seryice Soil Bearing
.Maximum Bearing
Max/Allowable Ratio
7077.77 wt DL+LL+EL.885 (ABIF = 1.333)
-7077.77
pt
H| zec.gz p"r
Flexure Design
Maximum MuXXl4 114.477 k-tl
Maximum MUZZ16 154.144 k-ft
'trII;
Allowable SoilBearing
Concrete Weight
Concrete fc
Steelf,
t$X Dir. Steel: 3.024 in2 lmln;
$Z Dir. Steel: 3.024 in2 lmln;
Check RatioE
Two Way (Punching) Shear
One Way Shear, X dir. cut
One Way Shear, Z dir. cut
Overtuming ltloment Safety Factorc (OTM SF)
OTM SF About X_X Axis 993.3279I+LL+EL
OTM SF About Z-Z Axis 6.009 DL+LL+EL
P (k) vx (k)Vz (k)Mx (k-ft)
F+'
:6000 psf
:150 pcf
:rl ksi
:60 ksi
utF
.311
.258
.359
t
Mz (k-ft) Overburden (psf)ffil
(ReverseWL)(**."&:r=t' Ilrtllll
I
I
I
I
I
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6.23 ft
Golumn 164
Sewice Soil Bearlng
.Maximum Beadng
Mar/Allowable Ratio
5896.89 psf DL+LL
.983
nftl;
Allowable Soil Bearing :6000 psf
Concreb Weight :150 pcf
Concrete fc :4 ksiSteelff :60 ksi
P (k)
#H
I!
Flexurc Design
Maximum MuD(Jf Q 1094.49 k-ft
Maximum MdZZ Ig 222.92 k-lt
X direction steelrequires the following placement:
Region 1 (starts at A): 3t In Steel: 2.222 in2
Region 2 (middle): 72ln Steet: 5.925 inz
Region 3 (ends at B): 54 in Steel: 2.222 in2
Vx (k)Vz (k)
B $$X Dir. Steet: 10.368 tn2 lmin;
C $Z Dir. Steel:8.105 in2
Maximum Shear Check Ratlos
Two Way (Punching) Shear
One Way Shear, X dir. cut
One Way Shear, Z dir. cut
Overtumlng Moment Safety Factorc (OTM SF)
OTM SFAboutX-XAxis 674.339D1+LL+EL
OTM SF About Z-Z Ao<is 10.947 DL+LL+EL
Mz (k-ft) Overburden (psf)
(ReverseWL)
(Reverse EL)
+Overllrrlr+
3.5 ft
Column {66
Servlce Soll Bearing
_Maximum Bearing
Max/Allowable Ratio
5862.41 psf DL+LL
.gT7
5862.41 psf
560f.l3 psf
-fEI;
Allowable SoilBearing
Concrete Weight
Concrete fc
Steelfy
:6000 psf
:150 pcf
:tl ksi
:60 ksl
Flexurc Design
Maximum Mtil)(16 558.159 k-ft
Maximum MUZZI6 563.963 k-ft
$$X Dlr. Steel: 5.768 in2
$f Z Dir. Steel: 5.708 in2
If,aximum Shear Gheck Ratios (tlu 16 Ycl
Two Way (Punching) Shear .731 ACI 9.1
One Way Shear, X dir. cut .6{3 ACI 9.1
One Way Shear, Z dir. cut .82 ACI 9.1
Overtuming iloment Safety Factors (OTil SF)
OTM SF About X-X Axis NA DL+LL
OTM SF About Z-Z Axis 19.606 DL+LL+EL
Vx (k)Vz (k)Mx (k-ft)Mz (k-ft) Overburden (psf)
#ffi
(ReverteWL)
tnev-e;1fu t$rull
Column 167
Serlce Soll Bearing
Maximum Bearing-Max/Allowabte Ratio
5978.3fpef DL+LL
.996
c
oD
Allorable Soil Beadng
ConcrebWeight
Concrete fc
Steelf
B
G
:6000 pof
:150 pcf
:4 ksi
:60 ksi
P (k)Vx (k)Vz (k)
#H
il:: :;,ff'
Flexure Design
Maximum Mu)1Xl6 2026.96 k-ft
Maximum Mu7216 739.159 k-ft
$$X Dir. Steel: t3.t43In2 (minl
flZ Dir. Sbel: 12.375 irf
X direciion sbel requires the bllowing placement
Region 1 (starb at A): 55.02 in Steel: 2.606 in2
Region 2 (middle): 87.96 in Steel: 8.332 in2
Region 3 (ends at B): 55.02 In Steel: 2.606 in2
aximum Shear Gheck Ratioe (tlu 16 Ycl
Two Way (Punciing) Shear .61
One Way Shear, X dir, cut .941
One Way Shear, Z dir. ctrt .034
Overturning illoment Safety Facton (OTm SF)
OTM SF About X-X Axis NA DL+1L
OTM SF About Z-Z Axis 16.701 DL+LL+EL
Mx (k-ft)Mz (k-ft) Overburden (psfl
(Reverse WL)
(Reverse EL)
+Over
lll$+r
16.5 ft
lrcaLUMN * tl tI usBr l ss$sss
- $AIr Punching Slear Analysie - triat nate Slab8
I
I lype/ J
I
t** Cl C2 d Ac ,Ic e VGlil Tu iu ltu, f'c vtu yc
uI 16.00 16.00 ?1.00 3108.0 ?55251.5 .00.4000 416.? 199.0 399.0 {000. 212.1 < 25t.0
I ,* o, punching slear Analysis 0f ilat ptare slab
I Qturr= ?.214kt,41= lo,96Key.
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*se3"Iooo
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= Z4Z.IB paT
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:?4-L% 7+i
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a4{F. opQ
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241,3+-\26,b*ob
*w.d
llseou
*le4'
4te4t
4qa b-+ 4e gil
41
42
43
616
41
42
44
615
45
614
43
613
46
6 '16
5 '12
41
42
44
4',!
42
5 11
47
6 '15
510
614
45
58
59
43
58
59
43
47
613
46
510
45
44
616
46
4 .4
43
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SAFEI6. fi) File: 26831718 Kipft Units PAGE 1
June26. 2001 16: 50
SOIL PRE SSURE
GRIDI GRIDJ LOAD
2 COMB2
2 COMB2
2 COMB2
2 COMB3
3 COMB2
3 COMB2
2 COMB2
2 COMB3
2 COMB2
2 COMB3
3 COMBz
2 COMB3
2 COMB2
3 COMB3
2 COMB3
4 COMB2
4 COMB2
3 COMB2
2 COMBI
2 GOMB1
2 COMB3
2 GOMB2
3 COMB3
2 COMB3
3 COMB3
3 COMB2
2 COMB2
2 COMB3
2 COMB1
2 COMB3
2 COMB2
4 COMB2
2 COMB3
3 COMB3
2 COMB3
2 COMB2
2 COMB3
2 COMB'I
4 COMB3
3 COMB2
2 COMB3
2 COMB3
PRESSURE
0.359
0,364
0.741
0.956
0.985
0.9E9
1.U2
1.169
'1.282
1.31
1.367
1.447
1.514
1.543
1.579
1.61
1.6'15
1.669
1.699
,t.702
1.718
1.733
1.757
1.U2
1.897
1.91
1.933
1.935
1.939
1.945
1.954
't.993
2.O25
2.035
2.081
2.109
2.119
2.'125
2.13
2.143
2.145
2.168
5 12 3 COMB3 2.169
4 1 2COMB3 2.',t9
4 2 2COMB3 -2.19
4 1 sCOMB2 2.235
4 2 sCOMB2 2.24
5 11 2 COMB2 2.259
4 5 2COMBI 2.2ffi
4 4 4COMB2 2.2W
5 11 3 COMB3 2.309
6 15 4 COMB3 2.W
4 7 3COMB2 2.365
5 12 2 COMB2 2.386
4 6 2COMB1 2.397
5 10 3 COMB3 2.4U
6 13 2 COM82 2.485
6 '14 4 COMB3 2./186
6 16 2 COMBI 2.495
4 7 2COMBI 2.505
4 ',t 3 COMB1 2.508
4 2 3COMBI 2.51,,l
5 9 3COMB3 2.528
4 5 4COMB2 2.538
5 8 3COMB3 2.539
6 15 2 COMB1 2.5il
5 8 3COMB2 2.s67
6 14 2 COMB2 2.576
5 8 2COMBI 2.5855 I 3COMB2 2.5886 14 2 COMBI 2.59
5 I 2COMB1 2.5924 7 3COMB3 2.618
4 3 sCOMB2 2.626 13 2 COMBI 2.621
6 13 4 COMB3 2.625
5 10 2 COMBI 2.6U5 12 2 COMBI 2.643
5 11 2 COMBI 2.651
6 15 2 COMB2 2.6624 6 3COMB3 2.6724 5 3COMB3 2.709
6 16 5 COMB3 2.717
4 4 3COMB3 2.733
5 10 3 COMB2 2.74
4 3 3COMB1 2.748
4 3 3COMB3 2.755
5 '.t2 4 COMB3 2.759
4 6 4COMB2 2.774
4 .1 3COMB3 2.777
4 2 3COMB3 2.777
t
t
I
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16
11
11
4
15
4
7
12
10
14
5
13
1
I
2
.8
5
I
14
6
7
13
9
6
15
5
't6
1
2
7
4
3
12
1
2
15
10
't4
I
6
9
16
13
10
12
11
11
3
1'l
2.787
2.893
2.902
2.923
2.932
2.935
2.999
3.019
3.03
3.074
3.079
3.117
3.122
3.'t26
3.127
3.'t37
3.167
3.206
3.207
3.21
3.215
3.215
3.227
3.266
3.292
3.299
3.307
3.316
3.319
3.322
3.322
3.343
3.351
3.364
3.341
3.366
3.385
3.403
3.404
3.405
3.411
3.417
3.435
3.452
3.458
3.468
3.496
3.508
3.531
2 COMB2
3 COMB2
4 COMB3
5 COMB2
5 COMB3
3 COMB1
4 COMB2
3 COMB2
4 COMB3
5 COMB3
3 COMBI
3 COMB2
6 COMB2
4 COMB3
6 COMB2
4 COMB3
5 COMB2
4 COMB2
3 COMB2
3 COMBI
4 COMB3
5 COMB3
4 COMB2
4 COMB3
3 COMB2
4 COMB3
3 COMB1
4 COMBI
4 COMB1
3 COMB1
4 COMB3
4 COMB3
5 COMB3
4 COMB3
4 COMB3
3 COMBI
4 COMB2
3 COMB1
3 COMBI
5 COMB2
3 COMBI
3 COMB2
3 COMBI
3 COMBI
3 COMB1
3 COMB1
5 COMB3
6 COMB2
4 COMB2
6 16 6 COMB3 3.54E
4 3 4COMBI 3.5s7
5 ,10 5 COMB3 S.OZ6
4 7 5COMB2 3.633
5 12 4 COMB2 3.654
5 I sCOMB3 3.726
5 8 sCOMB3 3.738
4 4 4COMBI 3.745
4 1 7COMB2 3.749
6 13 4 COMB2 3.75
4 2 7COMB2 3.753
6 15 6 COMB3 3.764
4 7 scoMB3 3.813
4 4 6COMB2 3.813
6 14 4 COMB2 3.83E
5 8 sCOMB2 3.E46
4 6 sCOMB3 3.8s9
5 I sCOMB2 3.8694 5 sCOMtrt 3.894 5 4COMB1 3.8926 14 6 COMB3 3.9084 4 sCOMB3 3.9116 15 4 COMB2 3.9234 3 5COMB3 3.9314 1 sCOMB3 3.9514 2 SCOMB3 3.951
4 6 4COMBI 4.026
5 10 s coMB2 4.028
6 16 4 COMB2 4.046
6 13 6 COMB3 4.054 5 6COMB2 4.059
6 16 4 COMBI 4.118
4 1 SCOMBI 4,125
4 2 sCOMB1 4.1284 3 7COMB2 4..1356 16 7 COMB3 4.136
4 7 4COMBI 4j425 11 5 COMB2 4.171
6 15 4 COMBI 4.1786 12 6 COMB3 4.191
6 14 4 COMBI 4.216
5 I 4COMBI 4.229
5 9 4COMBI 4.2#
6 't3 4 COMB1 4.25
5 10 4 COMB1 4.276
5 12 4 COMBI 4.276
5 'll 4 coMBl 4.289
5 12 5 COMB2 4.29
4 6 6COMB2 4.3
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6
4
6
4
6
6
4
6
4
6
4
6
4
4
4
4
4
4
6
4
4
4
6
4
4
6
6
5
5
6
5
5
5
4
6
4
4
4
6
4
4
4
4
6
4
4
6
4
6
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15
3
13
4
14
14
7
15
4
13
7
16
5
6
5
5
4
3
12
1
2
6
16
6
7
't5
14
8
I
13
12
10
11
7
12
7
1
2
13
6
5
4
3
14
1
2
15
.3
16
4.352
4.387
q.su
4.42
4.47
4.497
4.536
4.553
4.557
4.il
4.657
4.676
4.689
4.698
4.705
4.727
4.7&
4.7U
4.782
4.7U
4.7U
4.843
4.929
4.932
4.964
4.99
5.029
5.056
5.064
5.066
5.094
5.1m
5.111
5.171
5.193
5.253
5.27',!
5.274
5.281
5.29'l
5.318
5.337
5.354
5.365
5.372
5.372
5.447
5.515
5.569
7 COMB3
5 COMBI
s coMB2
7 COMB2
5 COMB2
7 COMB3
6 COMB2
s coMB2
5 COMB1
7 COMB3
6 COMB3
5 COMB2
7 COMB2
6 COMB3
5 COM81
6 COMB3
6 COMB3
6 COMB3
7 COMB3
6 COMB3
6 COMB3
s coMBl
5 COMBI
7 COMB2
5 COMBI
5 COMBI
5 COMBI
5 COMBI
5 COMBI
5 COMBI
5 COM81
5 COMBI
5 COMBI
7 COMB2
6 COMB2
7 COMB3
6 COMB1
6 COMBI
6 COMB2
7 COMB3
7 COMB3
7 COMB3
7 COMB3
6 COMB2
7 COMB3
7 COMB3
6 COMBz
6 COMB1
6 COMB2
4
12
5
13
14
6
16
t5
1
2
7
15
14
16
13
12
3
4
5
6
t6
7
15
14
13
12
6 COMB1
7 COMBz
6 COMB1
7 COMB2
7 COMB2
6 COMBI
6 COMBI
7 COMB2
7 COMB1
7 COMBI
6 COMB1
6 COMB1
6 COMB1
7 COMB2
6 COMB1
6 COMBI
7 COMBI
7 COMBI
7 COMBI
7 COMBI
7 COMB1
7 COMB1
7 COMBI
7 COMB1
7 COMB1
7 COMBI
5.706
5.829
3.ssz
5.914
5.998
5.999
6.078
6.079
6.08
6.084
6.128
6.141
6.182
6.'t99
6.221
6.256
6.326
6.519
6.671
6.8'15
6.89
6.949
6.954
6.996
7.036
7.074
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br 19Zrat1,5
8,burb.za-( w
= llt.{Z ps?
I&*-- lz6,spsi
64,12
nL+z-t?a.5 x7+
4o,e
'55V'i.
u€e 7 ueq*4(, E rG s.
* to-
t+rreeeb
s ge6tt
+1e4'
*ze#,
*seatt
*w.6"
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PSlaar
F=fth{6l e €TAB9 atapy <z {clo;
++ +
+
++++++
++++++
+
+l-t- -f
SAFE v6.00 - File: 2683162 - July 7,2001 6:43 - Scale: Fit to Page
Strudural Layer Plan View - Kip-n Unils
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SAFE v6.00 FiIe3 2683152 Kip-ft units pAGE 1
July 7,2001 6:42
SOIL PRESSURE
AREA GRID I GRID J IroAD PRESSURE
FOOTTNG 1 1 C00|B1 5,6',t7FOOTING1lcOrB25.888
EOqIING 2 1COI'E1 3.64'1
FOOIrNG2LCOLB25.859
EICOTING 3 1CotrBl 5.191FOOTING31CoN|B25.408
FOOTTNG 4 1COMB1 5.094FOOTING41COMB25.312
FOOTING 5 1 COMB1 4,995FOOTTNG51COlIBz5.2L3
r6orrne G l co!ts1 4.GgoEO0rING61COMB24.894
FOOTTNG 7 L Co|,!B1 4-218
FOOTING7LCOMB24.418
FOC'IING I 1 Cc[,!B1 3.935FOO:IING 8 1 C0MB2 4,111
FOOIING 9 I COMB1 3.?10FOOIING91COUB23.854
F@TrNG 10 1 COUB1 3.541tlouNc 10 1 coMB2 3.788
FOOTING 11 I COUB1 3.3'?2FOOTING 11 1 CCr{82 3.112
FOOTING t2 1 COrBl 3.514FOOTING L2 1 Co!,!B2 3. 649
F@TrNG L 2 Cor,rBl 5,683FOOTINGL2C0r{825.700
FOOTTNG 2 2 COMB1 5.653FOqTING 2 2 CO!,r82 5.6?1
FOOIrNG32COMBz5.224
FOSTING 4 2 COMB1 5.103FOOTING42COMB25,128
FOOTING 5 2 COMB1 5.004FOOTrNG32COUB25.029
POOTING 6 2 COMB1 4.588FOSIING62COM824.711.
FOOTTNG 7 2 COMB1 4,283EOSIING 7 2 CO6,rB2 4,294
F@rrNG a 2 coMBl 3.942FOOT1NGS2CO!r823.931
FOoIING ,9 2 COMBT 3.718toorING92cot{823.586
FOOIING
FOOITNG
FOOTING
FOOIING
FOOTING
FOOTING
FOOTTNG
FOOTING
FOOIING
FOOIING
POOTING
FOOTING
FOOTING
FOOTING
T'OOTING
SOOIING
FOOTING
FOOTING
FOOTING
FOOTING
I'OOTING
FOOTING
FOOIING
FOOTING
FOOTING
FOOTING
FOOTING
FOOT ING
FOO?ING
FOOTING
FOOTING
FOOIING
FOOTTNG
FOOTING
FOOTING
F@TING
FOOTING
FOOTING
T'OOTING
FOOIIT{G
FOqIING
FOOTING
IOC||TING
FOOTING
FOOTING
FOOTING
FOOTING
FOOTING
2 colrBl2 cot'8z
2 COMB1
2 CO|B2
2 COM812 cc,JBz
3 co!,rBl3 CO!{az
3 coMBl3 coMBz
3 C0N{B1
3 couB2
3 coMBl3 co!,82
3 CO!,813 COMBz
3 COMB1
3 C06{82
3 COMB1
3 coMB2
3 C0uB1
3 cor,tB2
3 CO0rB13 COMS2
3 conBt3 COr.rBz
3 COMBT
3 coMB2
3 coMBl3 COr.rB2
4 COMB14 colrBz
4 COMB14 COMB2
4 COr.rB L
4 Col.rs2
4 COM814 COMB2
4 CO6tBt
4 coMBz
4 COMB14 COMB2
4 COMB1
{ coMB2
4 COMB1{ coMBz
rl coMB 1
4 COriB2
3.6{8
3. 610
3,s60
3. 535
3.522
3.4'12
5.69?
4.941
s. 558
4 .913
5.257
4 .502
5. 163
4.410
5.063
4.3L2
4.1!!
4.296
3 -20'l
3 .753
2,982
3. 686
2.909
3. 61?
2.834
3.558
?.1'to
4 .149
5.669
4.72L
5.260
4 .310
J.I/6
4.228
s.066
4.7:2
3.781
4 ,297
3.373
3 .154
2. 800
10
10
11
11
L2
L2
1
2
2
J
3
4
4
5
6
1
'l
8
8
9
10
10
11
11
r2
L2
1
I
3
J
4
6
7
7
I
8
I
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T
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t
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2
I
3
10
10
L2
L2
1
1
2
2
J
3
4
4
5
5
6
6
II
9
9
10
10
I1
t2
t2
I
1
.,
2
3
4
4
5
5
6
.I
7
8
'6
9
t
t
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FOOTTTG
fOOTING
EDOIING
FOOTING
FOOIING
F@IING
EOOIING
FOOIING
t]co[I G
FOO!ING
EICTTNG
EIOOTING
r@rtNG
fOO(ING
FOOTING
FOOIING
FOOTING
FOOITNG
FOOTING
F@TTNG
FOOTING
IOOTING
FOOTING
FOOTING
FOOIING
TPOTING
FOOTTNG
FOOTING
TIOOEING
FOOTI NG
F@TING
FOOTING
E1COTING
FOOTING
FOOTING
TOOTING
FOOTIICG
NOOTING
FOOIING
FOOIING
FOSIING
FOOTING
FOOTING
FOOTING
FOOTING
FOOTING
FO TING
4 coltBl4 co8tB2
4 co[,r814 COMB2
4 coMBl4 couB2
5 coMBl5 coM82
5 CCHB15 c0uB2
5 COti{Bl5 co|.{82
5 coMBl5 couB2
5 cor,lBl5 coMB2
5 cot{815 colrBz
5 co[rBl
5 co|B2
5 coMBl5 COMB2
5 coltBl5 CO!,t82
5 co!,t815 coM82
5 coMBl
5 coNtB2
5 ccMBl. 5 coMB2
6 COI.{B L6 coM82
6 coltBt6 couB2
6 coMBL6 coMB2
6 coMBl6 cor{82
6 coMBl6 coMB2
6 col,tBl6 couB2
5 col.{E 16 cot't82
6 co!{Bt6 couB2
6 COMB1
3 .692
2 .730
J.OI'
2.652
'l <Ro
2.589
5 .691
4 .556
5,668
4.528
3 .257
4.113
5.153
4.OzL
5 .053
J.9ZJ
4,1LL
3 .589
4 ,296
3.186
2 .840
3.753
2.6L6
3.686
2.542
3. 617
2 .464
3.558
?. 405
). bUJ
5. 653
3 -'t 45
5 .200
3 .298
5.103
3 .204
5.004
J.IU9
4.688
Z.tlLL
4.283
2.430
3.942
2 -O93
3.?18
FOOTING
FOOTING
FOOTING
FOC'IING
FOCTING
FOOIING
FOoI ING
FOCI'IING
FOOTING
I'OOTING
FOOIING
FOoIING
El(rIING
FOOTING
FOOTING
FOOTING
FOOIING
E1COTING
FOOTING
FC'OIING
FOOTING
FOOTING
FOOTING
FOOIING
FOOTING
FOOTING
FOOT ING
FOOTING
F@IING
FOOIING
FOOTING
6 C0r|B2
6 Co!tsl6 COMBz
5 COMB1
6 couB2
6 COttBl5 COIiB2
? COMB17 COt{82
7 CoailBl? cottB2
7 COl,IBl7 coMB2
? cotBl7 COMB2
? COMB1
7 COt{a2
7 COMB17 COUB2
7 Coli{8t7 couB2
? COMB17 COMB2
? COMB1? CO.{82
7 COMB1'i coMBz
7 COUB17 COMBz
7 anMAl
7 COt{82
1.859
3. 6{8
1,785
3.580
L.711
3.522
1.650
5 ,677
? c77
5 .647
3.54?
J.tvl
3.099
5.094
3.006
4 .995
2.911
4.680
2.6L6
4 .279
2.239
1.903
3. ?10
t . 570
3.641
r.)rb
3.572
L.522
3.514
1.460
9
10
10
11
11
L2
L2
1
1
2
2
J
4
4
a
6
1
6
9
9
10
10
11
11
L2
L2
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4
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X-STRIP
ID
Y-STRIP
ID
0. 044
0.033
0.079
0 .537
n 10q
0. 138
SAFE v6.00 Fj.Ia: 2683152 Klp-in nnirs PAGE 1
JuIy 7,2001 6: 35
X-STRIP REINFORCING (for whote strlp j.n Sq-in)
STRIP STAIION TOP-REBAR TOP-REBAR BOT-REAAR BOT-REBAR
NID4II X-ORDINATA LEFT OF X RIGIIT OF X. IEFT OP X RTGHT OF X
csxl 60.000 -36.000csxl 60.000 -6.000csxl 60.000 0.000csxl 60,000 6, 000csxl 60.000 24.525csxl 50. 000 49 .250csxl 60.000 73.875csxl 50.000 92. s00csxl 60.000 98 .500csxl 60 . 000 104 .500csxl 60.000 109.500
0.210
0,088
0.4500.550 0-323L.23"t L.223r.o27 1.0850.222 0.067
0. 1911.395 0.5840.711 0.704
0. {80 L,272
0. 459
SAI'E v6.00 FiLe: 2683162 Kip-in Units PAGE 2
JuIy 7,2001 5:35
Y-STRIP REINFORCING (for flhole strip in Sq-ln)
csYl 60 -625csrl 60.623csYl 60.625csYl 60.625csYr 60.625
MSY1 49.250MSY1 49.250urYl { 9.250usYl 49.250usYl 49.250
csY2 35.625csY2 35.625csY2 35.625csYz 35.525csYz 35. 625
0 .235
0. 101 - 1.541
0 -'r73
0,518
0.232
o .209
0.3?40.036 0.2120.267 0.193
o .277
o.o22
0.038
0 .033
BCI-REBAR
RIGI{T OF Y
0 .211
0.585
0. 685
1.328
0 .260
0. 193
0 .200
0.363
u. .L J6
0. 195
0.537
STRIP
TIDITH
STATION TOP-REBAR TOP-REBAR BOT-REBAR
Y-ORDINATE LEFA OF Y RIGHT OF Y IJEFT OF Y
-30. 000
-6 . 000
0 .000
6.000
30.000
-30. 000
-5.000
0.000
6. 000
30. 000
-30 .000
-5.000
0. 000
6.000
30.000
0. 115
0.0?9
0.046
0. 255
o.278
0,057
v.zzJ
0.055
0.0?1
0.078
0.0?4
0.062
0.0?4
t5 *t,++l =+6tr
@,o#y'2
Mt^t'-.oo16X zz * V Xte'-tgLl, n.*r lVo
_ s3l"J,i,ff! 4\ JEngfneers, lnc. ?- _ |
Stu'urol Consuiionrs .-./ tf
,n"VV VIO pnNo.Z&
By L o^rr-1-,-lt-4J- sht.- or
- -{
= +1L\
= 8lbV1
wAr/. @nw6:
V-eY CEAp \zz p<( D,L.
tbF PRIFT "b4 ps{ [. t-.
?r4 DgAo \L3 psf
?rc{ LrrE hD psf
?A,4s^ 4 \L3 vstavt"t Lrr.€ loo PSf
cr75Y(zk+12)= ?frfi fru{
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ir+++
V-b +ebqEa\ =e& + ex4oy-
|tz\44ef
+1L\
4-oo vl
WAuI:
lexo to F=4)+4 e: =
kp+rsf e- &" Y 46,5 = 4ogoVl
tBo psf e E'' * 46,3 = b11* *r
E\?A\
ILIL+/I 4'*{
LLt.E
rttt
tls2
4 6",s 't f".trp'f \ ,v?) = >6,1Y I
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Bi6rbach Consulting Enqrneers , .,Lnc.
.5707 n. 6th Ave.
D€nver, Co.
303-233-5838
val'l. val.rey nosplE.a-
CUU l'ooting
2683.10
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Building Code: UBC '97 frc=4000 psi
fy-50000 psit Min. Steel-0 . 0018
O* t.6 kip/rr
$o e .r kip/rt
8" 8"
D 440 psf
-T
r"
A.IIow. soil. Bearlng-6000 psf
Concrete Wt.=150 pcf
1-f-1
L*r--txx)-(x)(
l-2'-0"r
''"f-
Serv. Bearing Lc
DI+ELL+RLI
4314 psf 4314 psf
Factored SoiI
0.75(1.4DL + l.?FtL + 1.7RLt + 1.7SNL + 1.7ill,)
0.9DL + 1,3Wrlo.zs(r.sol. + 1.7rl,t + 1.?RLr, + r..7sN1, + t.g?sEL)
i0. 9Dr + 1.43SEr
l1.4DL + 1.7ELL + I.7RLL + 1.7SNL
10.75(1.{DL + I.?ELL + I.?RLL + I.?SNL + 1.7!fL)
i0.9DL + 1.3rYL
i0.75{1.4DL + l,?Fr.L + 1.?RLL + 1.?sNL + 1.8?sEL)rv. rrrtlr.av.lr T .!r
l0.9Dt + 1.43SEL
Sug. As Spacings
:Us#3f s g 7 L/2"
',IUS#4rs G 1{"rus*s's g 2I l/2" I
Sug. Tenp. & Shrink. SteeLffile-us*a'= |
service Soil Bea!
Load Case Left
(psf )
Rigttt
(psf)ALl,ow
(psf)
DL+FLL+RLL
DL+ELL+SNL
DL+8LL+NL
DL+FLL+SEL
DL + ELL + IIL + 1/2 SNL
DL + FLL + SNL + L/2 WL
DL+ELL+SNL+SEL
4314
4 314
43L4
4 314
4 314
4314
4 31{
43L4
4 314
4 314
4 314
431{
4 3l-,1
4314
6000
6000
8000
8000
8000
8000
80 00
47L2
?1q6
Shear Des
Load Case vu
(psi )(psi)
1.4DL + 1.7FLL + l.7RLl + 1.7SNl
0.75(1.4DL + 1.7rLL + 1.7RLL + 1.7SNL + 1.7WL)
0.9DL + 1.3tfl
0.75(1.4DL + 1,7FLL + 1.7RLL + 1.7SNL + 1.87SEL)
0.9DL + l.43SEL
0
0
0
LZ5
L26
!26
LZO
L1,O
0. 1?3*
0.1?3*
0. 173*
0.173*
Bidrbach coneulting Engineers, Inc.
,570? If. 6th Ave.
Denver, Co.
303-233-5838
Vail vaJ,ley aosPital
HBrll8""n I
BuiJ.ding Code: UBC '97
Serv. Bearing LC
DL+FLL+RLL
4 716 psf
Desi
Sug. As Spaclngs
frc=4000 psi
fy=60000 psi
t Min. Steel-0.0018
$ rr, r. 6 kip,/rt
.1, n e.s kip/ft
D 440 psf
4 715 psf
Allow. Soil Bearing-6000 Psf
conclete Wt.=150 pcf I
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lus#3's g 1 L/2"
Ilusf4's 0 14"
Ius#srs 0 2L 7/2"
Ius*6's 0 30 1/2" i
z',-4'
Service SoiI
Load Case Left
(psf)
Rj.ght
(psf )
AIlow
(psf )DL+FLL+RLL
DL+FLL+SNI,
DL+FLL+WL
DL+FLL+SEL
DL + FLL + WL + 1/2 SNL
DL + FLL + SNL + L/2 VIL
DL+FLL+SNI,+SEL
47 L6
47 L6
rl?L6
47 L6
41L6
47 L6
47 L6
4't L6
4'l L6
47L5
47L5
47 L6
4't L6
47 L6
6000
600 0
8000
8000
8000
8000
8000
Factored Soil Bear
I.oad Case Left(psf)
Right
(psf)
1.4DL + l..7tr'Lt + 1,7RLL + 1.7SNL
0.?5(l.,lDl + 1.7FLL + 1.7RIL + 1.7SNL + 1.7WL)
0.9DL + 1.3WL
0.?5(1.4DI + 1.?ElL + 1.7RlL + 1.7SNL + 1.87SEL)
0. gDL + L. 43SEL
510 7
352L
5107
362L
5107
35?L
5107
362L
3
load Case
(ps1)lpsi )l.4DL + 1.7Ftt + 1.7RLL + 1.7SNl
0.?5(1.{DL + !.?FLL + 1.?RLL + 1.7SNL + 1.7!{L)
0.9DL + 1.3Wt
0.?5(1.4DL + 1.?FLL + 1.7RLL + 1.7SNL + 1.8?SEL)
0.9DL + 1. 43SEt
0
U
0
0
L26
L26
L26
L26
t26
Case
kip- ft / ft )
Ru(psi)
As
(i'r^z/ f|.,
1.4DL + 1.7FLL + I.7RLL + I.7SNL
0.?5(1.4DL + 1.7FLL + 1.7RLL + I.?SNL + 1.?ItL)
0.9DL + 1.3WL
0.75(1.ADL + 1.7ELL + l.7RLL + 1.?SNL + 1.87SEL)
0. 9DL + 1.43SEL
1.3
1.0
o.'l
1.0
U. '
?3
t2
L7
t2
0.173*
0.1731
0.173*
0. 1? 3*
0,173*
Stee
Sug. Temp. e Shlink. Steelry3-Us+4's I
Cont rols
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Blalbach Consulffng Enginlctr, Inc. Tlde : vWl EXPANSION
D.gr: T
Job, 268it.10
D.b: 11:2gAf,l, ll JUL 01l||.-.l\*sZl:.-.r., L=--ltr.tYt Cdltnr
-,
l7olW.6Or Ave.
D.nlcr, Co.8021,+
phonc @ 303.233€838
frx e 3m.83{5158
Drcrlflan : t$fo BIDG I]{\GSTIGATF {
Scopr: CHECK eGmMi FOOn'{GS
6O,mOpsi
1r[5.0 pcf
0
Fu6dfilr
Goncrete Rectangular & Tee Beam
Fy
Concr€b lin
S€bmic Zong
End Fhlty
Liw Load ad! with Shqt Tcnn
R.!.r e c.nb3 of B..rlt... R.bsr e t3lt E ilt of Bom... Rcbrr Q Rlglrt End ot B.fln.:
Gount Sizc 'd hom Top Count Sirc UftomTA Count SEc 'd fronr Top*1 2 S 37.00in fi 2 I S.OO in *1 Z S 5.00 tn
l't, zilfrter, ffrlI
Drp0r 42.000 inWldth 8.q)0 in
B.rm Wbight Addrd lnbmally
@ Ccntt.
@ L.ft End
@ Right End
Sh.er...
@ tsft End
@ Rlght End
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' 313.14k-ft
313.14 k-ft
313.14 k-fl
Vn?hl
52.23k
52.23 k
0.00 k-ft
-289.34 k-ft
0.00 k-ft
Vu, Eq. 9'1
46.29 k
0.00 k
0.00 k-n
-217.00 k-fi
0.00 k-tt
Vu, Eq. *'2
u.72k
0.00 k
o.(xt k-tt
-1i12.63 k-fr
0.00 k-i
Vu, E+ 9€
z2.E2k
0.00 k
6.130 k
Span - 7.001t, WUth. 8.00in Depft = 42.00in
ltlrdmun Morner : Mu
Albr.vabL Momeni : Mn'phl
Ma{rnum Shld : Vu
AlbsrabL Shear: Vn'phi
ilaximm Doll6cfon
Max Rcadion @ Leilt
M.x R.action @ Rlght
Sh..r ttdmrp....
Stinup Atre @ Scdion 0.200 In2R€gion 0.000 1.i67
l,lax. Sp.cing 18.500 18.500MaxVu 6.2%. 46.294
2.333 3.50018.500 18.5008.29tt 36.70rl
7.000 fr
1E.5(Xl in
36.70t1 k
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DL + [8m Vnl
DL + tI + [Bm Vtl
DL + LL + ST+ [Bm Wl
Rcacdom,..
DL + lBm Vlnll
DL + LL + l8m tMl
DL+LL+ST+[BmtMl
0.00q) in
0.0000 in
0. noh
@ Lefi
45.278 k
56.618 k
56.618 k
0.0@0fr
0.$n0ft
0.0(n0ft
{.(X3t in
{1.06t16 in
-0.(F46 In
7.0000fi
7.(xxnfi
7.(xnofi
al
et
at
at
at
at
@ Rhht
o.(xn k
0.m0 k
o.mo k
Bleitach Conruldng Enginccre, Inc. lllb : VWI EXPAI{SIOI{
5707W.80rAw.
Denver, Co.802{4
phone @ 303-233{8:18
ftx@ 303-2:B{Xtr56
D.gfi: T
Dccdpdm : 1020 BIDG |NVESnGAnON
CHECK E(|Snt|G FOOnNGS
Job | 26E3.10
Drb:1l:29All. ll JUL0l IL.l- ./\-.ffi44:stEtra c-xtrn
- -g,if.li ".r9.';:.:ii:
lJl- l &t{ Vart l.S. r2rtr.tli trrEt Concrete Rectangular & T€e Beam
Ev||urb [o.ner* C|p.clty.,,
X : Ndtral Ards
a=b€ta'xnoubal
Comp]!$krn in Concrst€
Sum [Stoel comp. foiccsl
Tension h Rahftrdng
Flnd ller Ar ior Duc0L FelluE...
X€ahnc.d
Xmax . Xbal ' 0.75
a{rax = b€L 'Xbal
Comor!3lion in Concr€to
Sum [SlGal Comp Forc$l
. Total Compr€38ivo Force
AS Md = Tot Fo.ar / Fy
Aofrral Tcn3i{rn A!
Cenbr
5.190 in
4.2111 in
119.993 k
0.q10 k
-120.0(x) k
21.898 in
16.423 in
18.613 in
379.711 k
0.000 k
379.711 k
6.329 in2
2.m0()K
5.190 h
4..111 h
fi9.903 k
0.m0 k
-120.000 k
21.898 in
16.423 In
18.613 in
379.711 k
0.000 k
379.711 k
6.329 h2
2.m0 ()K
Rlsht Erd
5.190 h
4.411 in
119.993 k
0.000 k
-120.m0 k
21.8980 in
16.423 in
10.613 in
370.711 k
0.000 k
379.711 k
6.329 in2
0.00() oK
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lgros!
lcraclcd
Ehstic Modulug
Fr=7.5'fcl.S
Z:Cracting
Zcraddng > 175 : No Goodt
ElL Flengc Wdth
Mi:Msx DL + LL
Rl - (Ms:OL+lLWct
lL:M.r OL+IL+ST
R2 E (Mr:DL+u-+STlMct
l:elf... M3(DL+LL)
l:otL.. M3(DL{L+ST)
198.16 k-fi
0.,169
198.16 k{
0..069
17.998.498 in4
17,99E..196 in4
.19,392.00 in4
14,383.20 in/t
3,605.0 ksi
174.3,,2ptit
260.958 ksi I
ACt $1 & $2 LL
ACr$1 &92 ST
....seEmic = ST' :
ACI $'3 Dead Load Fador
ACI $3 Shot Term Fador I
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(p€r ACl, applied inlemalt to enbr€d loa&)
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Ble|tech Gonrul0ng Englmc|t, lna Tl0.: VWI ExPAt{SloN
O|gnn T
Jobt2683.10m:11:29 l, 11JuLoll..ad -/\*\zZ\A-.-.. b.=--
5!Ebd qr-t,g
-,
5707W.6th Avc.
I}onver, Co.80214
phonc @ 303-233-58:18
hr e 30:b233{5156
tlctlFdon: tg?O ALD€ $/ESncAnOil
ScoD.: CHECKEX|sn}|GIFOOTINGS
D3plh .000 inWrdth 44.(xn in
B.am Weighl Add€d Intcmaly
Fy
Concrcbvut.
S€i$nic Zone
End FhlV
Lhre Loed act! with Short Tcrm
60,000 pli
150.0 pcf
0'
Fh6+Ftro
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Rober @ Ccnbr of Been.,. Robar @ Left End of Bcrm,,. Rrbrr Q Rlght End of Bcrm_Size 'd'ftom Top
6 39.00in
Count Stse d fiom Top Count Sizc U fomTopCount
|1 8 fi 8 5 5.00 in ,1 I 6 5.00 in
@ conter
@ teft End
@ Rlght End
Shrar.,.
@ L.fi End
@ Risht End
6(F.,14 k-i
.148.(X k-n
448.04 k-i
Vn'Phl
205.58 k
205.58 k
0.00 k-ft
-266.29 k-fr
0.00 k-ft
Vu, Eq. 9-l
7E 3,1 k
0.00 k
0.00 k-ft
-199.72 k-ft
0.00 k-ft
Vu, Eq. $.2
58.76 k
0.q, k
0.00 k4
-103.50 k-ft
0.00 k-ft
Vu, Eq. 93
30.04 k
0.00 k
Concrete Rectangular & Toe Beam
. 3.3{li. t'\lidrr= 4f.00in Oepth - 3{.00in
Maximum l/loment : Mu -266.29 k-ft
Alorvrblr l/brnBnt : Mn'phi 448.0/0 k-ft
libxinum Shaer : Vu
Alow.ble Sh€ar : Vn?hi
StE8rS0rilf...
Stimp Ana @ Section 0.400 in2Region 0.000 0.555
Max. Spac.ing 10.909 10.909
ax Vu 7A.Y1 78.U1
Maximum Dsnadion
illx Rredon e L6fi
Mar R..dion @ Rbm
Beam Deoign
{.002.| in
55.73 k
0.00 k
1.110 1.6€510.90s 10.90976.341 78.31
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OL+[BmlMl
DL + LL + [Bm tMl
DL + LL + ST + [&n VVtl
Reacdo||'...
DL + [Bm lMIl
DL + LL + [Bm Wtl
DL+Ll+ST+lBmWtl
0.0000 in
o.(xXD in
O.fiXD in
@ Left
37j29 k
55.729 k
55.729 k
@ Rlsht
0.000 k
0.000 k
0.000 k
atd
at
0.m00fr
o.(xnofi
0.(xx)0fr
{.0014 in
.o.qr21 in
{.m21 in
at 3.3:100frat 3.3:!00ftat 3.3:X10ft
Bierbech Conrul0ng Engineere, Inc. Tl0. I WH EXPAT{SON
5707W.6thAve.
Denvcr, Go- 80214
phone e 303-2gl-5838
fax @ 303-233.05156
Drgnn T
Dcrcrlpdm : 1970 Buxt NITEST|GAT|ON
CHECK EXISTII{G FOONNGS
Job | 2683.10
Od3 1l:29A , 1lJULOi TH.l\*zZ\brt -|. hC-=
$!6,,cdr-r-,'
tlrt.tt,I J|}ln Utrr Concrete Rectangular & Tee Beam(ct5.06cnc tg
Et/drd o|tr.| Cap.ctly-.
X : l|cutralAxb
a.batr'Xneutral
Comprlrlion in Condltc
Sum lsta€l comp. lbrc.rl
Tsnsbn in Rdnioning
Fhd H.r Aa tor Ducflh F.llurl...
X€al.nc€d
Xmax = Xbel '0.75
amax = bcta ' Xbal
Comprlslion in Conc'rto
Stnr lSbelCorm Forcssl
Total CorprEssiv. Forcr
AS Max = Tot Forc. / Fy
Aotual Trnrion As
1.660 in
1..111 in
211.086 k
0.(x)0 k
-211.200 k
23.082 in
17.311 in
19.619 in
2,201.295 k
o.(Xx) k
2,201.2%k
36.688 ln2
3.520 0K
1.660 in
1.411 ln
211.086 k
0.m0 k
-211.200 k
17.16i] in
12.872 in
14.589 in
1,636.E61 k
0.000 k
1,636.861 k
27.281 ilnz
3.520 0K
Rlqht Etrd
1.660 in
1.411 in
211.086 k
o.qn k
-211.200 k
17.'1633 in
12.872 in
1.0.589 in
1,636.861 k
0.ooo k
r,6:16.661 k
27.281 in2
0.000 0K
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lgrosg
lcrad(ed
Elg3tic Modutus
Fr = 7.5 'fcr.S
Z:Cracking
ACr 91 & S2 LL
ACr$1 &$2 ST
....seisrnb = ST' :
14111.67 irt,1
33,9:i6.61 in4
3,605.0 ksi
474.U2 Wi
120.602 ksi
l/b:Max DL + LL
Rl = (M3: DL+LLWCT
Ms:MaI DL+TI+ST
R2 = (l/b:DL+LL+STWcr
l:efi... MS(DL+LL)
l:.fi... M3(DL+LL+S:r)
176,94 k-tt
1.894
176.94 k-ft
1.E94
14114.67'nv
14411i1.667 in/t
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(per ACl, .pplied intEmally to entered toads)
Blerbrch Comuldng Englnccrr, Inc. Tltlo: VWI E|(PANSIOI{
5707 W.6th Ave.
Denver, Co. 8021,0
phono @ 303-233{838
f.x @ 303-233{5156
O.gnr: T
O-crlpdon : igZU BI-OG I'O/ESTIGi/AT|ON
Scopr: CHECKEXISTINGFOonNGS
Job | 2683.10
Drb: tl:29AM. ll JUL0lr--/\olrlrrr4\b-.rr. b.. =- i
zAr,'.rr'.rrur Built-tlp SeCtion Properties
TolalArca
X € Dilt
Y cA Oist
1.963 inz
0.00 in
0.00 in
lu 0.44 in4lyy 0..t4 in4
Edge Dblancca ftom CG...
0.476 ln
0.476 ln
0.508 in3
0.00E in3
0.508 ln3
0.5O8 in3
+X
-x
+Y
.Y
0.E75 in
{.875 in
0.E75 in
{.875 in
shft
S,ight
S top
S bottom
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Blctt ch Coculting Englnoorr, Ina. Tltb: VW{ EXP MIION
5707IY.6th Ave.
llarwer, Co.80214
phone @ 303-2335838
frx @ 30&233{5158
Drgnc T
Drcdpdoo: igZO BLOG [tn ESncATtOt{
CHECK EXISTING F@N}IGS
Jobl26Ell.10
lr.b: ll:zgAtr{. It.n L0lLt- -/\-.mZ\
Ef,s..ff*_a5:
Efi&rr,',.r'ran,'.teo.urma GeneralFOOtlngAnalySiS&Detlgn(c t*ttEc^lc
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Short Toflr lncr€a3o
Bs. Podestel Hoiglrt
Sr*mic Zone
Orcrburden W.ight
[.hrc & Shod Tem Comblned
fc
Fy
CondEte l rright
Deed Loed
Liv. Load
Short Trm Loed
A9plLd ilom.ntL..
Dsad Load
llvs Load
Short T.m
Apdhd Ah.rF...
ttlrd Loed
Liva Load
Short Tcrm
1.tm
46.qn in
0
ss0.00 plf
4,000.0 pei
60,000.0 poi
150.00 pct
fividth along X-X AxL
lengilh along Y-Y Adr
Footing Thid(ncs3
Col Dim. Abng X-X Axis
Col Dim. Along Y-Y Axie
Min Stscl %
Rebar CentarTo Edgo Dirtenca
...€cc along X-X Aidt
...ecc slong Y-Y A&
7.170 fr
11.500 fr
28.00 in
28.00 in
28.00 ln
0.001,0
5.q) in
0.m0 in
0.d)0 in
k-ft
k-ft
k-fi
Crral€3 Rot tlon about X-X Axb
(pntruBs@top&bot)
k-fr
k-fr
k-fl
Crsib3 Rotrtion .bout X-X Aris
(prEttrrs @ topt bd)
k
k
k
k
k
k
Crlat63 Rotstion about Y-Y Ard3
(prossures @ lGft &.igttt)
Creates Rotetbn about y-y Ads
(persunra @ le{t & riglrt)
Footing DeEign OK
x ooting, 28.0in Thick, W Column Support 28.00 x 28.00in x 48.0in high
DL+LL
5,920.9
6,000.0
0.000 in
0.q)0 in
tlo Overtumirp
No Ovcrtuming
DL+LL+ST
5,920.9 psf
6,000.0 p3f
0.(x)0 in
0.000 in
1.5d):l
Actual
78.472
Alhwable
Mrx Soil Pr€ssure
Albrable
?(. Ecc, of R$ultant
Y Ecc. of R€suf&rnt
X-X lilin. Stabilily Ralio
Y-Y Min. Stability Ralio
MaJ( Mu
Required Stesl Ar€a
Shear Str€$a3....
1-Way
2-Way
Vu
74.85
104.528
0.920
Vn ' Phi
107.517 p3i
215.035 psi
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TwGWly Shea.
o|€-ttuay ShearE...
Vu(} L€fr
Vu @ Right
\ir @ Top
Vu @ Bottofii
Iomfitr
Mu@ left
Mu @ Right
Mu @ Top
Mu @ Botlofli
104.53 psi
,|3.91 pei
13.91 p3i
7.f.46 psi
74.46 psi
ACI $.1
21.E5 k-ft
21.85 k-ft
78.47k-ft
78.47k-ft
78.i10 p3i
10.it4p3i
10.il4 psi
55.85p3|
55.85 psi
ACt $2
16.39k-ft
16.39k-ft
58.85 k-ft
5E.85 k-fr
44.5E psi
5.94 psi
5.94 p8i
31.8!! psi
31.83 p6i
ACt 9A
9.32 k-n
s.32 k-ft
33..+7 k-ft
33.,[7 k-ft
215.0:] psi
107.52 psi
107.52 p8i
107.52 p3i
107.52 psi
Ru , Phl
45.9p3i
45.9 psi
l64.8p3i
164.E psi
A3RaU
0.39 in2 pcr ft
0.39 in2 pcr ft
0.92 in2 p€r ft
0.92 in2 9€r ft
lLr. !l@ffigg[j.".;z.rr,r'..*' General Footing Analysis & Design croodlo0.26s{r-2oeor2o8sfl-,fffir3
Bleoaeh Consuldng Englnrerr, !nG. Tl0.: Vwl o(PAl{{ilON
Drgnn T
JoO 12688.10
D .:1l:2gAll. 11 JIJL0l ILrb.- -/\u*qrZ\Lrb..+ b.=:lt*q'd cdrrt-r.-,z
5707W.60rAve.
Denvca Go.802lf
phonc @ 303-2*t.583E
f.x @ 303.233{5158
5,920.9
5,920.92
8,733.17
5,549.88
3,997.19
D6crhdotl : 1STO BLDO lM\rESTlcAnON
CHECK EXISTINO FOONNGS
DL+L!
DL+LL+ST
Factored Load Soil P1!s3u1!s
ACI Eq. $1
ACI Eq. $2
ACI Eq. $3
Acl9.1 A9'2 LL
ACt $'r & $2 ST
....seis|trb = ST' :
ACI $3 tlaad Load Fador
ACI 93 Sho.t T.rm Facior
5,920.92
5,920.92
8,733.17
6,549.E8
3,997.19
8,733.17
6,5{9.88
3,997.1S
5,920.92 pct
5,920.9 psl
8,733.'17 psf
6,549.88 pE
3,997.19 pst
loP
5,920.92
5,92s'.9'2
I
0.900
1.3m
UBC 1921 .2.7 '0.9' Factor
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Prcgsure
Bl€fiqch Comuldng Englnec, Inc. TlUr: VVll E(PAl{SlOt{Job | 26G!.10
Dd: ll:29All. 1l JUL0l-.L- -r\_ -c-rnaazr\EIIAE='\strn l cdrLr.\i,
5707W.6ftAye.
Dcnvcr, Co. EO2lrl
phono e 36-233{838
frx e 3m-23345156
Drgfl: T
Dcctlpdon : 1979 BIDG tIitVESTtGATtON
ScoF.: CTECK EI(STING FOOnNGS
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k
l(
k
k
k
in
Spam Conridccd Cd{inuout or/e, Support3
Stirrup Fy 40,m0.0 pcl
ACI t €ed Lord F.cbr
ACI LiY. Lo.d Fedor
1.l|(}
1.70
Span
Bcam Width
Ecam Dcpth
End Fixity
Rainbfting Cootor €_
l.ft *
RiCht
E
Dcd Load
Ll,. Lo€d
Poinl #1
ilmax ex'
lln'Phl
ilu@t frEnd
lln ' Phi
M8)( @ Rlght End
Mn'Phi
Sh.ar@ toi
Shoar@ Rlght
U@L.n
ToLl @ tsfi
DL@ Right
1l-@ Right
Total @ Right
Max. Daf,orlion
@x=
lnor$a : Eftdive
spedqg @ Ldt
Sp.cjng @ .2'L
Spadng @.+L
Spadng @ .6'L
Spacing @ .8'L
Sp.dng @ Right
2.@ 6.33
36.00 36.0024.00 21.WF.r}Pln Plnfh
3.00in2 3.00in219.00in 19.00in3.00in2 3.003n25.00in 5.00in3.00in2 3.00in25.00in 5.00in
g3
1.4{n
0.3(x)
ea
1./mO
0.300
4{t.500
27.2Wo.mo 0.000
DL
LL
ex
0.00 0.000.00 0.002116.56 2.t6.56
0.00
246.s6
BeMi]€OK
0.00
112.22
k-fi |
k-n I
I
k'fr1
k-ft1
i
kl
kl
-219.49
246.56
-219.49 0.00246.56 24€.56
Bcnding OK
42.49
26.86
0.00
0.00
il.92
37.il
102.46
4.O21
0.00
7,054.93
37.54
102./to
-9.76
-7.76
-17.52
0.005
2.62
35,715.90
6.87
6.87
5.87
6.87
6.87
6.87
8.89
8.89
Not Req'd
Not Req'd
Not Req'd
Not Req'd
i.b:risff!!.rr....r.*zr.bc.rrin llUlti€pan COnCrcb Beam Prg€ 1
Gl rE r Ef6calc c!obld.2C5G2SeS26S3{O vd |i[cy rF
Blo6.ch Colt uldng Englnccra, Inc. Tldr: vwl ExPANslof'l Jobt2683'10
*.#Z\ flKI;H#;-
- - ffiol-,,*".*,**"ffi;*2'gAx' 1r'x'101
lt-qr Cdr|.Ers-phono g 38-233€838
f|x @ 303.233{l5l5G
Scop.: CHECKEX|snNGFOOTINGS
Rrr ll@q{(!qr!.!,F1r.r.r3rr.'.Er Xlulti€pan Concrcb Beam PagE 2(erir".oEC*rrc dllddlo!| 265G260O2009{n vd lCey tf,
La- -r\- ^*.2\EAE='Tftlra cdt i.-,
Blcftrch Conruttng Engln crr, Inc. Tllb: VWI E(PAI{SION Jobf 26E8.10
O.ena T Oc ll:24il1, tl JuLol
D-crlilon : i070 BIOG titvEsncAnoil
Scor.: CHECKEX|SnI{GFOOnNGS
t07W.cthAw.
Dd|Yor, Co.802ltl
phom O 303-Zt3€838
hx O 303-233{5156
ffil$g;1'"2,rr.lrr.H, llulti€pan Conc;3b Beam
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Sprns Conrllcnd Contnuout Or.r Srpportr
Stimp Fy r(t,(x,0.0 pci
ACI lrc.d Lod Frcior
ACI Livr toed Factol
Spen
EcmW[dh
B..mryl
E r Fhfy
Rclnlbrcirg Cenbr
L.ft
Right a_
Dadl,rd
Ur.Lmd
Foht tl DLtt
ex
l||nueCdt
OX=
lrn ' Phl
ilar e L!fi End
mn r Phi
iluO Rlght End
lln ' Phi
Shcrrotdl
Sh.rro Rlgtrl
LL@t fi
To0d e LG'{t
OtO Rleht
Lte Richt
TdreRbhr
M.x. D.0cclbn
(0X =.In€dL: Eftdiya
Sp.dnge t!ft
Spsong e ."L
SpactE@.4'L
Spedry@.6'L
Sptcirg@.fL
Sp.ceE@ Risht
EcamOK Beam OK
s.25
36.q)
ro.00
F]IG'Pin
3.(X)in2
19.00in
16.00in2
5.(Xlin
18.72in2
5.00in
1.400
o.2v
219.200
97.200
0.m0
1..foo
0.234
0.@
0.00
1,203.n
-2.511.12
2,561.81
0.00
1,188.96
Scnding OK
132.92
76.:t4
u.@
36.00
.m.(x)
Ph+ln
13.€Oin2
23.(x)rl
1g.7i2in2
5.(x,h
8.001n2
5.O0ln
0.00
0.00
0.q)
0.00
2.Z3;t.4
-2,511.12
2,561.E1
Banding OK
0.00
484.50
0.00
0.00
2E2.10
12t.63
411.74
-0.985
0.q)
0.(x)
4.E5
4.E5
4.85
4.85
4.85
4.85
122.63
111.71
41.95
-16.59
-50.5.1
0.829
9.92
32,Gtl.5s
17.50
17.50
17.50
17.50
17.50
17.50
Blerb.ch Conauldng Englnccrr, lno. Tldr: vwl E(PAIISK)N
O.gnn T
Job t 268tt.10
Drb: 11:29All, lt JUL0lt.|| a -/\cffi/Z;Statt dr, L.=-<
tlBtlrC Corrlrt
-.,
5707 W.6th Ave.
Dcnver, Co.80214
phone @ 303-233€838
fex @ 303-233{t5156
D.lorlFdon : i9Z0 Bt OG tltVESncAnON
llcopr: CHECK E(|snilG FOOnNGS
|Jl.: l{r$Gta, wr 5.t.S, 22r,u|.lte, nt|a2
(o tl|l.rg'C|rc^lc Multl€pan Concrcte Beam
Blerbach Conauldng Englnccrr, lnc. Tldc: VWI EXPAIIISION
Dagna: T
Job | 268:!.10
Drb: 11:2gAll. I I JUL 01-.#z\Iraa c.:-r.
-'
5707W.6th Ave.
Deover, Co.802l{
phone e 3G-233€838
f|re3$-233{5t56
t rc|ldon :1920 B|-DG |l{VEsincAno[l
ScoF: CHECKEX|snilG F( OnNGS
Mult€pan Goncrcb Boam
.r. d-lgfr.d to ACl 31845 .rd lfi UBC R.rlultilnnlr
60,000.0 pdi
4,0$.0 psi
Spans Consita|ld Continuous Orrrr Support!
Stirup Fy 40,000.0 pli
Lold Fador
ACI Live load Facior
Span
Bcam Wldth
B.rm Ocpth
End Fbdty
R.hforclng k r_' l.rfi 8r
Ri9il s_
D.a.l Lo.rt
Lh,€ Lo.d
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SAFEV6. O0File: 26831728 Kip-ft Units PAGE1
June26. 2001 9:29
SOIL PRES SURE
AREA GRID I GRID J LOAD PRESSURE
32
32
31
32
31
30
31
30
2S
30
29
28
29
28
27
28
27
26
27
26
25
26
25
24
25
24
23
24
1
23
22
23
22
2
21
'l
22
21
20
3
2
1.039
1.1U
1.18
1.269
1.295
1.322
1.41
1.436
1.463
1.552
1.578
1.6M
1.693
1.718
1.745
1.834
1.859
1.885
1.975
1.999
2.024
2.115
2.137
2.161
2.254
2.274
2.2%
2.392
2.4M
2.409
2.429
2.527
2.542
2.553
2.559
2.626
2.66
2.671
2.6U
2.701
2.775
2 COMB3
3 COMB3
2 COMB3
4 COMB3
3 COMBS
2 COMB3
4 COMB3
3 COMB3
2 COMB3
4 COMB3
3 COMB3
2 COMB3
4 COMB3
3 COMB3
2 COMB3
4 COMB3
3 COMB3
2 COMB3
4 COMB3
3 COMB3
2 COMB3
4 COMB3
3 COMB3
2 COMB3
4 COMB3
3 COMB3
2 COMB3
4 COMB3
1 COMB2
3 COMB3
2 COMB3
4 COMB3
3 COMB3
1 COMB2
2 COMB3
2 COMB2
4 COMB3
3 COMB3
2 COMB3
1 COMB2
2 COMB2
1 1 3COMB2 2.778
4 2'l 4 COMB3 2.79
3 20 3 COMB3 2.795
3 19 2 COMB3 2.805
4 32 2 COMBI 2.8't1
1 4 1COMB2 2.U9
3 19 3 COMB3 2.915
3 18 2 COMB3 2.919
1 3 2COMB2 2.924'l 1 4COMB2 2.925
1 2 3COMB2 2.927
4 31 2 COMBI 2.975
I 5 1COMB2 2.996
4 32 3 COMBI 2.996
3 17 2 COMB3 3.027
3 18 3 COMB3 3.029
1 4 2COMB2 3.073
1 2 4COMB2 3.074
1 3 3COMB2 3.077
1 1 sCOMB2 3.126
3 16 2 COMB3 3.126
3 17 3 COMB3 3.135
4 30 2 COMB'| 3.14
1 6 1COMB2 3.141
4 31 3 COMBI 3.161
4 32 2 COMB2 3.177
4 32 4 COMBI 3.183
3 15 2 COMB3 3.216
1 5 2COMB2 3.221
1 3 4COMB2 3.224
1 4 3COMB2 3.226
3 16 3 COMB3 3.233
1 12 1 COMB3 3.251
1 11 1 COMB3 3.271
1 2 SCOMB2 3.276
4 31 2 COMB2 3.283
1 7 1COMB2 3.2U
1 10 1 COMB3 3.291
3 14 2 COMB3 3.296
4 29 2 COMB1 3.304
1 I 1COMB3 3.308
3 15 3 COMB3 3.322
1 8 1COMB3 3.323
4 30 3 COMBI 3.325
1 7 1COMB3 3.334
4 32 3 COMB2 3.341
1 6 1COMB3 3.343
4 31 4 COMB1 3,348
1 5 1COMB3 3.349
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4
3
2
1
13
6
4
5
30
14
12
8
3
11
31
13
28
10
9
29
29
8
32
7
30
6
7
5
4
3
2
5
1
6
12
30
9
11
4
10
28
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31
8
7
6
5
4
27
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1 COMB3
1 COMB3
I COMB3
1COMB3
2 COMB3
2 COMB2
4 COMB2
3 COMB2
2 COMB2
3 COMB3
2 COMB3
1COMB2
5 COMB2
2 COMB3
3 COMB2
3 COMB3
2 COMBI
2 COMB3
2 COMB3
3 COMB1
2 COMB2
2 COMB3
4 COMB2
2 COMB3
4 COMBI
2 COMB3
2 COMB2
2 COMB3
2 COMB3
2 COMB3
2 COMB3
4 COMB2
2 COMB3
3 COMB2
3 COMB3
3 COMB2
1 COMB2
3 COMB3
5 COMB2
3 COMB3
2 COMBz
3 COMB3
4 COMB2
3 COMB3
3 COMB3
3 COMB3
3 COMB3
3 COMB3
2 COMBI
3.353
3.356
3.359
3.361
3.363
3.369
3.374
3.376
3.388
3.401
3.412
3.425
3.426
3.446
3.446
3.468
3.468
3.471
3.489
3.489
3.493
3.501
3.506
3.509
3.512
3.5'14
3.515
3.517
3.519
3.521
3.523
3.523
3.524
3.525
3.527
3.552
3.563
3.57
3.575
3.594
3.598
3.609
3.611
3.618
3.624
3.627
3.629
3.63
3.63
1 3 3COMB3 3.631
1 2 3COMB3 3.632
1 1 3COMB3 3.633
1 12 4 COMB3 3.633
4 28 3 COMB1 3.653
4 29 3 COMB2 3.656
1 I 2COMB2 3.6s8'l 11 4 COMB3 3.664
1 7 3COMB2 3.672
1 6 4COMB2 3.672
4 29 4 COMB1 3.677
1 10 4 COMB3 3.688
1 10 1 COMB2 3.698
4 27 2 COMB2 3.701
1 I 4COMB3 3.704
1 8 4COMB3 3.7154 30 4 COMB2 3.717
1 7 4COMB3 3.722
1 5 sCOMB2 3.7231 6 4COMB3 3.7271 5 4COMB3 3.729
1 4 4COMB3 3.731
1 3 4COMB3 3.732
1 2 4COMB3 3.7331 1 4COMB3 3.7U4 28 3 COMB2 3.7611 12 5 COMB3 3.7741 't't 5 coMB3 3.791
4 26 2 COMB1 3.79.1
1 I 2COMB2 3.7994 26 2 COMB2 3.802
1 10 5 COMB3 3.8094 27 3 COMB1 3.815
1 8 3COMB2 3.8171 7 4COMB2 3.8194 29 4 COMB2 3.8221 I 5COMB3 3.82s1 11 1 COMB2 3.8311 I sCOMB3 3.838
4 28 4 COMB1 3.84
1 1 ICOMB1 3.U41 7 sCOMB3 3.U7
1 6 sCOMB3 3.8541 5 sCOMB3 3.8591 4 sCOMB3 3.862
4 27 3 COMB2 3.863
1 3 5COMB3 3.8tr
1 2 5COMB3 3.8661 1 sCOMB3 3.868
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6
25
28
10
2
25I
12I
26
26
24
27
7
27
3
25
11
23
10
'l
24I
26
25
4
24
8
26
22
12
2
't1
5
25
21
10
23
23
1
13
24
3
v
20
6
25
22
24
5 COMB2
2 COMB2
4 COMB2
2 COMB2
I COMB1
2 COMBI
3 COMB2
1 COMB2
4 COMB2
3 COMB2
3 COMBI
2 COMB2
4 COMBI
5 COMB2
4 COMB2
1 COMBI
3 COMB2
2 COMB2
2 COMB2
3 COMB2
2 COMBI
2 COMBI
4 COMB2
4 COMB2
3 COMB1
I COMBI
3 COMB2
5 COMB2
4 COMBI
2 COMB2
2 COMB2
2 COMB1
3 COMB2
1 COMBI
4 COMB2
2 COMB2
4 COMB2
3 COMB2
2 COMB1
3 COMBI
2 COMB2
3 COMBI
2 COMB1
5 COMB2
2 COMB2
1 COMBI
4 COMBI
3 COMB2
4 COMB2
3.E71
3.9
3.927
3.934
3.941
3.949
3.959
3.941
3.941
3.964
3.975
3.995
4.003
4.016
4.03
4.038
4.061
4.062
4.084
4.096
4.1
4.1M
4.106
4.131
4.132
4.',t3/
4.155
4.16
4.1U
4.166
4.'t8
4.198
4.225
4.229
4.23
4.24
4.243
4.243
4.253
4.274
4.279
4.286
4.297
4.3
4.303
4.322
4.323
4.324
4.324
1 12 3 COMB2 4.U4
3 14 2 COMB2 4.35
3 19 2 COMB2 4.355
1 2 3COMBI 4.373
1 1't 4 COMB2 4.374
3 18 2 COMB2 4.392
3 15 2 COMB2 4.394
1 4 2COMBI 4.395
3 21 3 COMB2 4.397
4 22 2 COMB1 4.397
1 7 't COMBI 4.4't2
3 17 2 COMB2 4.4't2
3 16 2 COMB2 4.414
4 23 4 COMB2 4.414
4 23 3 COMBI 4.435
1 10 5 COMB2 4.438
1 I 4COMBI 4.439
3 13 3 COMB2 4.439
3 20 3 COMB2 4.459
1 3 3COMB1 4.472
4 24 4 COMBI 4.477
1 5 2COMB1 4.492
1 12 4 COMB2 4.495
4 22 4 COMB2 4.496
1 8 lCOMB1 4.499
3 14 3 COMB2 4.505
3 19 3 COMB2 4.509
3 21 2 COMBI 4.532
1 2 4COMBI 4.538
3 18 3 COMB2 4.545
3 15 3 COMB2 4.547
3 17 3 COMB2 4.565
3 16 3 COMB2 4.566
4 2',t 4 COMB2 4.57
1 4 3COMBI 4.571
1 1't 5 COMB2 4.5734 22 3 COMB1 4.577
1 I 1COMB1 4.5811 6 2COMBI 4.589
4 23 4 COMB1 4.627
1 3 4COMB1 4.637
3 20 2 COMB1 4.658
1 10 1 COMBI 4.659
1 1 SCOMBI 4.663
1 5 3COMB1 4.67
1 7 2COMB1 4.682
1 12 s COMB2 4.71
3 2'l 3 COMB1 4.712
1 11 1 COMB1 4.7U
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4
2
6
22
8
19
12
5
20
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3
7
1E
21
6
10
19
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4
17
11
7
16
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18
5
12
15
13
14
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10
17
6
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7
15
12
14
13
10
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11
9
12
10
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4 COMBI
5 COMB1
3 COMB1
4 COMBI
2 COMBI
2 COMBI
1COMB1
4 COMBI
3 COMB1
2 COMB1
5 COMBI
3 COMBI
2 COMBI
4 COMB1
4 COMB1
2 COMBI
3 COMBI
3 COMBI
5 COMBI
2 COMBI
2 COMB1
4 COMB1
2 COMB1
3 COMBI
3 COMBI
5 COMB1
2 COMB1
2 GOMB1
2 COMB1
2 COMBI
4 COMB1
3 COMB1
3 COMB1
5 COMB1
3 COMBI
3 COMBI
4 COMB1
5 COMB1
3 COMBI
3 COMBI
3 COMBI
3 COMB1
4 COMBI
5 COMBI
4 COMBI
5 COMBI
4 COMB1
5 COMB1
5 COMB1
4.7fi
4.761
4.768
4.771
4.773
4.773
4.8'l
4.835
4.836
4.858
4.86
4.W
1.874
4.907
4.932
4.937
4.95
4.957
4.958
4.959
5.005
5.027
5.027
5.045
5.049
5.055
5.062
5.074
5.094
5.097
5.119
5.127
5.133
s.15
5.197
5.199
5.207
5.242
5.2$
5.248
5.271
5.272
5.287
5.332
5.359
5.417
5.418
5.498
5.576
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IF=fz6n*q € Srr\e ETAFs. <64.
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SAFE v6.00 - Fil!: 26E3169 - JuV.7,2001 10:59 - Scal€: Frt to Pagc
Sfructural Layer Plan Vrw - Kitrfi Units
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Stl'E v6.00 Fil€: 2683169 Klrft units PAGB 1
July ?,2001 11:00
SOIL PRESSURB
IRAI GRID I GRID J I,OAD PNESSURE
3l lCOrBl 3.9t0311COA22.150
12 ICoHB1 3.'t45321C0t{822,4,2
3 3lC!0A1 3.50{3 3 1 COA2 2.515
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3 c0NG1
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3 COA13 CO|B2
{ c0M81
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4 Cottst4 CO'|B2
{ corBl
4 C0NE2
5 coN,rBl
5 COEz
5 CO,|BI
5 Cor,iB2
5 COrBt5 c0MB2
{.153
2.300
4.020
2.625
3.800
2.904
4.244
2.341
4.150
2.'104
4.120
3.155
4.072
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2.544
3. ?03
2.821
3. ?61
2.001
3.564
2.281
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2.320
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2.8 {5
3.{31
3.071
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3 co.tsL3 cotrB2
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2.998
2.693
3.068
2.88{
2.809
2.628
2.991
3.301
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3.002
3.L32
2.808
5. LOZ
3.397
3. 182
3.059
3.19{
2.861
3.211
3.209
3 ,015
2.915
3.058
2.722
3.089
2.892
2.133
2.536
2.808
2,451
2.852
3.123
2.855
3.366
3.083
3.4?5
3.214
3.004
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Y-SfRIP REIIIFORCING (for drole stlip i! Sq-inl
Y-STRIP STRIP STAIION TOP.REEM IOP-REBAR BOI-REBAR BOT-REBAR
ID TIDTH T-ORDIMTE LEFT OF I RIGIII OF Y LETT OF Y, RIGIT? OF Y
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2.250 0.0002,230 2.833 0.0522.250 5.66?2.250 8.5002.250 11.3332.250 l{.5002.250 17,651
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10 2.333 0.000 0.150 0.0?010 2,333 2.833 0.09? 0.428 0.{35 0,{3?10 2.333 5.667 0.230 0.215 2.626 2.{8110 2.333 8.500 0.420 0.082 T:i?i 0.388r0 2.333 11.333 0.151 0.0?310 2.333 14.s0010 2,333 1'1.55?
11 0.333 0.000 0.1s7 0.16311 0.333 2,833 q.$0. 0.128 -0.55!- 0.23911 0.333 s.55? 0.355 0.303 0.tt6 0.{81rr 0.333 8.500 0.094 0.517 0.201 0.56511 0.333 11.333 0.1s6 0.15911 0.333 1{.500lt 0.333 t1.661
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13 1.500 0.000 0.062 0.14113 1.500 2.833 0.04i 0.251 0.38213 1.500 5.66? 0.6s2 0.62013 1.500 8.500 0.0s5 0.389 0.26113 1.500 11,333 0.06{ 0.14313 r,500 14.50013 1.500 n.66't
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SIFE v5.00 FlIe: 2583169 Kip-ft lrnits
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X - S I R I P RE I N fO RC I ll C (for rdlol€ stlip in Sq-in)
STATION IOP.REAR MP-REBAi BOT.REBAN EOI-REBAN
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3.15? 9.000
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3.16? 9.000
2.833 0.000
2.833 2.250 0.12{2.833 {.500
2.833 5.833
2.833 7.157 0.0412.833 7.500 0.0182.833 9.000
2.833 0.0002.833 2.250 0.0432.833 {.500 0,2692.833 6.833 0.4422.833 1.t51 0.0?62.833 ?.500 0.0?42.833 9.000 0.095
2.833 0.0002.833 2.250 0,0422.833 4.500 0.2892.833 . 5.833 0.4502.833 7.15? 0.0?92.833 7.500 0.0112.833 9.000 0.100
2.833 0.0002.833 2,250 0.1302.833 {.5002.833 6.833
2.833 ?.16? 0.0{12.833 ?.500 0.0192.833 9.000
0.u70.361 0.5300.082 0.?18 0.8{5
0.105 0,588 0.696
0.058 0.634 0.5550.064 0.507 0.385
0. 192
0.139
0. t25 0. r95 0.5700.412 2.509 -2,95L0.105 0.732 0.5610.058 0.374 0. r{30.029 0.280 0. {01
0.144
0.441 0. {92 0.550
0.4s3 2.565 3,0020.107 0.'t't2 0.5t8
0.050 0.362 0,4330.030 0.2't0 0.396
0.1lil
0.365 0.660
0.0?5 0.751 0.8720.106 0.122 0.?010.0s9 0.642 0.569
0.056 0.510 0.383
0.190
(2,q6%,e33 * ll. >3;
=19,l us€?."- Bl PoI
'q|{z,a3;rF \\'33
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I SAFE v6.00 - Fil€: 26831.18 : July.Z,2m1 8:19 - Scale: Frt to Page
I Sbudural L.yer Plan Mew - Kipfi Units
l,'-Foo-nN q AT €TABS eJLurYtN c //,,cq ql;
++++++++++
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slut v6.00 Flle: 2683148 Kip-ft Unl-ts PAGE 1July 7,2001 8:18
SOIL PRESSURE
EREA GRID I GRID .'
Fo()1trllc 1 1
TOOIING 2 L
EOO1ING 3 1
FOOTING 4 L
rlo(}rlNc 5 1
Eroo?tNG 6 I
AO(,lttrG 7 L
FOOIING 8 1
FOOIING 9 1
FOOTINC 10 1
FOOTING L 2
FOOTING 2 2
ll)otrtnc 3 2
F()oIING 4 2
FOOIING 5 2
FOOTING 6 2
FOOTING 7 2
FOOIING 8 2
FOOTING 9 2
FOOTING 10 2
F@IING 1 3
FOOTING 2 3
FOCTING 3 3
FOOTING 4 3
FOOIING 5 3
FOOTING 5 3
FOOIING ? 3
FOOCING I 3
F@TING 9 3
FOOTING 10 3
FOOTING
FOOTING
IOAD PRESST'RE
colrBl 5,5? 5
colrBl 5,42't
co!{Bt 5.253
coNrBl 4 .751
colrBl {. {80
cofBt 4.423
coirBl 4.556
coHBl 4.998
coMBl 5.144
colfBl 5.27 6
coMBl 5.133
coirBl 4 ,984
coltBl 4.820
coMal 4.307
coMBl 4.055
csrBl 3 . 990
couBl 4.115
coMBl 4.558
co!.181 4 . ?03
coMBL 4.834
couBl 4.829
couBl 4.686
coMBl 4.519
co!t81 4.004
coMBl 3.692
coMBr. 3,819
coMBl 4.258
coMBl 4.407
coMBl 4.533
cor.{Bl 4,526
co[fB1 4.377
FOOTING 10
FOCITING 1
FO TING
FOOTTNG
FOOTING
FOOTING
FOOTTNG
FOOIING
I.OC'TING
FOOTING
F@TING
EIOOIING,
FOOIING
FOOTING
IDOTING
FOC'TING
FOO!ING
4 COLBI
4 COUB1
4 CO!|BI
4 COUB1
4 COI{B 1
4 COMB1
4 cot{81
4 COUB1
5 CO0tBl
5 couBl
5 co0tB1
5 couBl
5 COMBL
5 CO!,r81
5 COUB1
5 COUB1
5 COMB1
5 coMBL
4.2L4
3.?d4
3 . 451t
3,392
3. 518
3. 955
{.100
4 .23L
4,061
3.913
3.749
3 .244
2.geL
2.930
3. 062
3,493
3. 638
3 .770
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x-STRIP REINFORCTNG (for whole strip in sq-in)
X-8TRIP
ID
csxl
csxl
csxl
csxl
csxl
csxl
csxl
csxl
csxl
csxl
Y-STRIP
ID
cs Y1
csYl
csYr.
csYl
csYl
usYlusrl
usYl
usYl
uSYl
csY2
csY2
csr2
csv2
csY2
2.111
0.571
1.561
1.666
5.316
12. 915
5. 983
2 -7?0
4.993
4.007
3.028
0. 057
0.245
0. 457
I .51t1
9. 110
0.861
7 .951
2 .241
L . r4'l
L.602
1 .560
u .5zz
1.818
2.7L2
6. 152
12.207
5.l.13
1 .784
? n(lo
3 .6r.8
4 .553
STRIP STATION TOP.REAAR TOP-REBAR BOT-REBAR BOI.REBIR
NTIylH X-ORDINATE LEFT OF X RIGHT OE X. I.ETT OF X RIGIII OF X
5.000 -0.9175,000 0.000 0. !.995.000 1.000 1.1315.000 4. s83 3.3925.000 8.208 11.2665-000 10.979 8.817
5 . 000 13 . ?50 3 .60'l5.000 17.333 + 11.8295.000 18. 333 0 .6475.000 19, 250 0. 580
0-225 0.2051.117 1.014
9. 954 4. 00110.044 to.276
2.553 1.280
9.535 2 . 198
2.38 6 11.160
I . 133 0. 688
0. 719
SAFE 15.00 Fil-e: 2683148 Xlp-ft Units PAGE 2
aluly 7,2001 8:1?
I-STRIP REINFORCING (for whol. strip in Sq-in)
STRIP STAIION TOP-REBAR TOP-REBAR BOA-REBAR BOT-REBAR
rIDtrH Y-ORDINATE LEFT OF Y RIGHT OF Y LEFT OF Y RIGBT OF Y
L.47I
1. ?89 L.623
0. 458 0.421r.585 1.804
1.569
1. tov
5.054 3.92911.989 11.814
5. 950 5.0?4
2.135
1.6594.550 3.0173,192 3.14L
3 . 031 it .308
1. 581
5.500 -2. 500
5. 500 -1 . 000
5 . s00 0, 000
5 .500 1.000s.500 2.500
9.167 -2.5009.167 -1.0009.L57 0.0009.L61 1.000
9.167 2.500
5. 500 -2 .500
5 , 500 -1.000
5. 500 0.000
5 . 500 1.0005.500 2.500
t.ztfr/rr T
1,41 byrr e
l,4l J(zo, t6t = LO,4* . q1.+
,G
ETABS
Plan Vrew - SEOOND - Elevation 168 -
ETABS
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Plan Vleu - THREE - El€vatbn 33Y
t;'I'AljS
ETABS v7.16 - Fib:268310b -
Plan Mew - ROOF - Elevation 507
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ETABS
Plan Vpw - SCREEN - Elevation'
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Vdl valky H€dical center - trc Additlon
ElAlS v?,15 file: 2683108 Klp-lo Units
.tury 10, 2001 13130
IIATERIAL PROPERTY DATA
IOXERIII I,IATERIA! DESIGII INTERIAI IODUIUS OFIITIIE IYPE IYPE DIR/PI IE EIASIICIII
StlEt IEo Steel All 29000.000
rcrsso .s tSEN.nL gEEAR
Rtrro coEFr uoDttltts
0,3000 5.50008-05 11153.8{5
ITTERIII PROPERIY UASS AND IIEIGET
I{AIERIII INSS PER MIGII PBR
IAI|E UIIT VOL ['NIT I'OL
srtEl ?.32t08-0? 2.83008-04
TIITERIALSXAIERIAL DESIGII DAIA FOR SIEEL
IATIRITI STEEL SIEEI, S1E8L
lutc FI FU CoSr ($)
stEgl 50.000 63.000 1.00
HAISRIIL DESIGN DAlA FOR COIICREIE UAlERIALS
ICTSRIAI LIGIIIGIGII COT|CNSIE REEAR REEAR I.IGMN}olc COEREIE rc FY $S REDIE FAC!
DES IGX COHB I NAl I ONS
DEAD
8D
DEAD
LIVE
SD
RLIVE
DEAD
LIVE
R[IVE
rINDX
DEAD
LIVE
SD
RLIVE
NINDX
DEAD
LIVE
SD
RLIVE
rINDY
DEAD
LIVE
SD
RLIVE
NINDY
DEAD
I{INDX
Static
Static
Static
Statlc
Static
Static
Stetic
Static
Static
Static
Static
Statie
St!tic
Static
Statlc
Stetic
Statlc
Static
statlc
Static
Static
St!tic
Static
Statlc
Strtic
Static
Static
Static
8tat1c
1.4000
r.{000
1.2000
1.5000
1.2000
1.5000
1.2000
0.5000
1.2000
0.5000
1.3000
1.2000
0.5000
1,2000
0.5000
-1.3000
r.2000
0.5000
1.2000
0.5000
1.3000
1.2000
0.5000
1.2000
0.5000
-1.3000
1.2000
1.2000
0.8000
DSru3
DSII.I{
DSTLl5
Strtic
Static
Static
Static
Static
Statlc
Static
1 .2 000
.1.2000
-0.8000
r.2000
1.2000
0.8000
1.2000
1.2000
-0.8000
0.9000
0,9000
1.3000
0.9000
0.9000
-1.3000
0.9000
0.9000
1.3000
0.9000
0.9000
-1.3000
1.2000
0.5000
1.2000
0.5000
1.0000
1.2000
0.5000
1.2000
0.5000
-1.0000
1.2000
0.5000
1.2000
0.5000
1.0000
r.2000
0.5000
1.2000
0,5000
-1,0000
1,2000
0,5000
1.2000
0.5000
1.0000
1,2000
0.5000
1 .20 00
0 ,5000
-1.0000
r .20 00
0 .50 00
1,2000
0 ,5000
1 .0000
Statlc
St.tic
Static
Static
StatIc
Static
Static
Static
Static
Static
Static
Static
Static
Statlc
static
Stetic
Static
Statlc
Static
Static
Static
Static
Static
Static
Statlc
Static
Statlc
Static
Statlc
Static
static
Static
static
DEAI)
qD
ntNDx
DEAD
SD
IIIIIDY
DEAD
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FIIDX
OEID
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MNDY
DEAI)
SD
rDY
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R[IVE
QI'AIGX
DEII)
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8I'IVE
ouAt(Do(
DEAD
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QUAKE)0{
DEAD
I,IVE
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DEAD
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ah
OI'AK8Y
Static
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Static
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statlc
Static
Static
statlc
Static
QUAI€XXX Static
ADD DEA.D
!IY!
e|t
K,!l v!
oUAKEHo( Statlc
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DS'L28
DSrl3l
DSTL33
1.2000
0.s000
.1.2000
0.5000
-1,0000
1.2000
0.5000
1.2000
0.5000
r.0000
1.2000
0.5000
1.2000
0.5000
-1.0000
1.2000
0.5000
1.2000
0.5000
1.0000
r.2000
0.5000
1.2000
0.5000
-1.0000
0.9000
0.9000
r.0000
0.9000
0.9000
-1.0000
0.9000
0. 9000
1 .0000
0.9000
0.9000
- I .0000
0.9000
0.9000
1.0000
0.9000
0.9000
-!.0000
0.9000
0.9000
1.0000
0.9000
0.9000
-1.0000
0.9000
0.9000
1.0000
0.9000
0. 9000
-1.0000
0.9000
tDD DEID StaticlM StaticsD staticRr,M Stati.c
oUMEryy Sratic
DETD
RLIVE
OUAKEY
DEAD
LTVE
SD
RI.IVE
orrAKsYY
DEAD StaticLIVE StaticSD StaticRIM Static
oUAIOYY Static
DEAD StaticLM StaticSD StaticH,M Static
QIiIGWY Static
Static
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Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
QUAIGX)o( Static
DEAD Static
SD Static
QITMEXXX Static
Static
Static
Static
Static
Static
Static
Static
Stati.c
Static
Static
DST!36
DSIL3?
Static
Static
Static
DEAD
SD
QUATEX
DEAI)
SD
ottArcx
DEID
QUAKEIO(
DEID
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QI,,AIGE{
DEM
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SD
OUAKEY
DEAD
SD
QUAIGY
DEAD
QUAKEYT
DEAD
SD
QIJAIGYY
DEAD
Static
Static
static
Static
Static
Stati.c
Static
Stati.c
Static
Static
3
5
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COI.UHN STEEI, gIRESS CIIECK OUIPUT (I'8C9?-LRFDI
@H lr sEctroN /----------r0.tENt tutERtcrroN cflEct(-------l/----s[ErR22---//----ssEAR33---/
RAllo - A)(L + 833 + B22 CotlBo RIIIO Coloo ntrlo
S1DRY
I.EVEL
sEcorD
s8coND
sBco[D
SECOND
SECONID
SECOND
sEc0N0
sEcorD
sscoND
SE@ND
SE@ND
SECIND
SECOND
SECOND
SECOND
SBCOND
SECOND
SECOND
SECOND
SECOND
SECOND
SECOND
sEcotD
SECOND
sscoND
SECOND
sEco D
sFcotD
SECOND
SECOND
SEcoTD
SECOND
SECOND
LINE ID
c6 m2x170
c? 1f12x136
c8 n12X136
c9 r8$1
c10 ri8x31
cl1 ruxr06
c12 rf12x106
c13 n12X106
c30 H12X106
c36 Ft2Xl70
c38 lr12xl05
ct0 fi12x106
c43 i12xl06
c44 m2x106
c45 rf12x136
c46 rf12x136
c4? n2x135
c{8 er12x136
c49 !r12x1?0
c50 n12x1?0
c5l r{12x170
c53 w12X136
c55 rrzn35
c5? n12x1,70
c55 n12X106
c6? ruxro5
c59 fll2Xl70
c?l w8x31
c72 r{8X31
c?3 r8x31
c78 n8X31
c88 lr8x31
c89 w8x31
DSIL25 (C) 0,775 = 0.015 + 0.040 + 0.?20
DSll25 (c) 0.?06 - 0,031 + 0.03t + 0.610
DSTLIS (Cl 0.735 = 0.063 + 0.6?2 + 0,000
DStl2 (c) 0.75? ' 0.75? + 0,009 + 0.001
DsTl2 {c} 0.?3{ - 0.690 + 0,03i + 0.013
DSru6 (c) 0.?93 .0.05? + 0.00t + 0.732
DSrus (C) 0.752 .0.537 + 0.21? + 0.009
DsTll8 (C) 0.703 - 0.053 + 0.6{? + 0,001
DSTL2o (C) 0.?25 . 0.0?7 + 0.632 + 0.015
DSTL24 (C) 0.769 ' 0.081 + 0.648 + 0.040
Dsruo (c) 0.?5? - 0.556 + 0.200 + 0.002
DST!20 (C) 0.?20 = 0.489 + 0.211 + 0.020
DSTLz4 (C) 0.754 - 0.513 + 0.040 + 0.180
DS!L19 (C) 0.?35 - 0.076 + 0,633 + 0.027
DSILl8 (C) 0.?30 - 0.551 + 0.16{ + 0.011
DSTL23 (Ct 0.780 - 0.088 + 0.630 + 0.053
DSTL25 (C) 0.?49 . 0.5?7 + 0.015 + 0.158
DSII2 (C) 0.?{6 - 0.62? + 0.08{ + 0,03{
DSIL23 lC) 0.?30 = 0.058 + 0,658 + 0.00t
DSl125 (C) 0.75? = 0.{67 + 0.235 + 0.056
DsT126 (C) 0.?30 = 0.{99 + 0.219 + 0.012
DSTI2 (C) 0.?15 . 0.681 + 0.033 + 0.001
DSTL2 (C) 0.791 = 0.?20 + 0.069 + 0,003
DST!2{ (Ct 0.?58 = 0.090 + 0.6{8 + 0.020
DSTL25 (C) 0.??9 = 0.570 + 0,033 + 0.1?5
DSTL2o (C) 0.795 - 0,59{ + 0.191 r 0.010
Ds1r2s (C) 0.?15 . 0.492 + 0.202 + 0.022
DSTI2 (Cl 0.?38 .0.651 + 0,030 + 0.0{6
DSIL2 (C) 0.?19 - 0.558 + 0.000 r 0.061
DSn2 (C) 0. t26 = 0.605 + 0,000 + 0.121
Dsrlz (C) 0.?68 - 0.507 + 0,135 + 0.027
DSTLz {C) 0.791 - 0.129 + 0.035 + 0.02?
DSTLz (C) 0.?53 = 0.710 + 0.013 + 0.029
DSrLl8 0.0{6 DSTU5 0.015
DSrLlS 0.052 D$r,26 0.006
0stl18 0.05t DslL6 0,003
DSlLl8 0.012 DS?13? 0.001
D8lL17 0.ol,t DS[s 0.001
DS1L17 0.063 DS11,26 0.015
DS1L25 0,084 DSTL18 0.0r3
DSTLIT 0.0t7 DSILS 0.003
DStIt0 0.081 DS!L5 0.005
DSt[24 0.088 DStLlg 0.015
DSIL20 0.0?5 DS!L6 0.003
DST!20 0,083 DS1t24 0.013
DST!20 0.103 0sfl25 0.014
DSM9 0,09r DST12{ 0.014
D8r1,l8 0.061 DSIL5 0.004
DS1U3 0.075 DSTLI? 0.015
Dsrl3o 0.056 DSTL?6 0.010
Ix;1[1? 0.06{ DS!L24 0.011
DSrr,23 0.092 DSlLl? 0.008
DS?r25 0.091 DsrLrS 0.014
DST126 0.080 DS!L20 0.003
Dsrrl9 0.026 DSTLs 0.002
DSrr19 0.076 DSIL24 0.011
DSI!24 0.08? DSrr20 0,004
DSTLzo 0,07{ DSTI,23 0.013
DS!L20 0.0?1 DSTL5 0.002
DS!L25 0.085 DSTLzo 0.011
Dsrr,20 0.015 DSTL2 0.003
DSTL2o 0.014 DST!2 0,003
DST!20 0.0r5 DSTIJ25 0.008
Dstr?o 0.049 DS!r,23 0.002
DSIL2o 0,018 DS1L25 0.002
DS1L19 0.010 DSTL2s 0.002
sEconD c90 r8x31
sEcolrD c91 lf8x31
sEclND C92 lr8x3l
sEcoND c93 n8x31
sEcoND c94 n8X31
sEcollD c95 ll8x31
sEcollD c96 lf8x31
sEcoND c97 l{8X31
sEcoNfD c98 nSx3l
sEcoND c99 !r8x31
sEcoND c102 n8x31
. sEcolrD G10l n8x31
sEcoND c105 n8X31
sEcolrD c106 w8x31
sEcoND c107 n8x31
sEco D c108 n8x31
sEcoND c112 F8x31
sEcoND c113 w0x31
sEcor{D cll4 l{8x31
sEcoND cl15 t{8x58
DsTx2o (C) 0.793 . 0.06? + 0.704 + 0,023
DSTL2 (C) 0.7?2 - 0.?38 + 0.028 r 0.005
DSTLIS {C} 0.?98 = 0.059 + 0,?13 + 0.026
DSTI,2 (C) 0.71{ = 0.?t'7 + 0.000 + 0.05?
DsTl26 (C) 0.783 - 0,058 + 0.029 + 0,585
DST12 {C) 0,?52 - 0,721 + 0,010 + 0,015
DSTL2 (C) 0.?{0 . 0.617 + 0.000 } 0.093
DSTL2 (C) 0.706 - 0.545 + 0.025 i 0.036
DSTL2 (c) 0.?53 = 0.5?9 + 0.000 + 0.074
DSlLl8 (C) 0.7?3 - 0.0{2 + 0.692 + 0.039
Dsrr,lg (C) 0.?3t = 0.037 + 0.508 I 0.090
DSrL2 (C) 0.?08 . 0.533 + 0,095 + 0.0?9
DSILzo (Cl 0.?6? = 0,058 + 0.69? + 0,012
DSTL2 (C) 0.??1 = 0,?53 + 0.01? + 0.001
DSIL2 Ic) 0,71{ - 0.702 + 0.011 + 0.001
0STL2 (C) 0.?78 = 0,?54 + 0.023 + 0.001
DST!,18 (C) 0.?18 = 0.076 r 0,526 + 0.016
DSILI? (C) 0.?20 = 0.538 + 0,080 + 0.002
DSTL1S (C) 0.?61 = 0.051 + 0.696 + 0.015
DSIL2 (Cl 0.7{0 = 0.550 + 0.090 + 0.100
DSr,20 0.01? Dsta2s 0.002
DSIUS 0.013 DSTL24 0.001
DSIUS 0.016 DSTL25 0.003
DSr[18 0.014 DSlt25 0.003
DSIL18 0.017 DSrL26 0.002
DSTL18 0.016 DS!L23 0.001
DSILIS 0.01{ DSlu 0.00{
DSTtlS 0.015 DS!L2 0.002
DSTL18 0.011 Dstl'2 0.004
DSr S 0.015 DS!L25 0.004
DSD,I? 0.015 DSTLI? 0.006
DSr[20 0.029 DS!L25 0.004
DS!L18 0.016 DS!L25 0.00r
DSTL18 0.013 DS!U5 0.000
DSTLIS 0.012 DS1L25 0.000
DSTII8 0.012 DST123 0.000
DST118 0.017 DSTf,zs 0.002
DSTI,1I 0.011 DST!23 0.001
DS!L18 0.013 DSrL23 0.002
DSrLl7 0.048 DS!L26 0.008
I
I
t
I
I
I
t
I
I
I
I
I
I
t
I
I
I
t
I
6
I
I
I
I
I
T
t
T
I
I
T
I
I
t
I
I
T
t
I
BStX StEBt
SAORY BBITIIAVEL BAY
IOtf3 B?
sB@[D B1
t tf3 88
SECOND 98
ROOF 89
TIRIE 89
UXB 89
sEcoND 89
Irn3 811
SECOND B11
I{n3 R12
SE@ND 812
ldr3 B35
sEcoND 835
L0fi3 836
sEco D 836
lFNr3 839
R@F BI O
TINEE B4O
R@F B4{
TIREE 844
R@F B{5
TIIREE 845
sEcollD B45
R@f 8{6
TIIREE 846
SECOND B45
srREss
sEctrotl
ID
tl2lx9l
r2axga
ra2{x14 5
n24X94
n2 4X1t 5
r24*68
!i2 tx58
n24X68
r24X94
m8x76
r{2{x68
nl8X?6
rfz{x58
n2 4X58
n24x58
rl2x1l
H12X1{
n2{xI46
ri12x19
n24X58
n21X68
n2lx16
n24XE 4
fl18X?5
fr24r15
r{24X8 4
r{18X?6
12 {xl? 6
n24xt? 6
fl24n?5
n2{xl?6
cIEcK 0urPUt (tBc97-lam]
/----------rcm rFRrcar0N MK------- I I ---s[8M22---//---slEr$3--lRlllo . &\1 + 833 + 822 COTBO nAIIO COGO 8lflo
ROOF
TIIREE
.IIDFF
ccuB0
DSTL2
DSfL2
DSrn5
DSI125
DSTL18
DSlt2
DSTL17
DSTTl
DSTL18
DSTI1?
DSIL18
DSTIlS
DSTL2
DSIL18
DSlL5
DSTL25
os?L5
DST!2 5
nqfl.rq
DST!26
DSIL2
DSIT2
DSII,25
DSTt25
DSr12
DSTI2
DSTL2
DSTLI?
DSTI2
DSTI,2
DSTI4
DSTLz
DSTL2
DSTI2
DSTL2
B4?
B4?
848
848
ln 0.22'l . 0.000 + 0.22? + 0.000
(I) 0.20r . 0.000 + 0.20{ + 0,000
(Cl 0.685 - 0.385 i 0.250 + 0.050(T) 0.3?0 . 0.015 + 0.3{0 + 0.015
{T) 0.232 . 0.000 + 0.232 + 0.000
(I) 0.219 - 0.000 + 0.219 + 0.000
ll) 0.319 . 0.000 + 0.319 + 0.000
{r) 0.791 . 0.018 + 0.75? + 0.006
(C) 0.0?6 ' 0.000 + 0.0?6 + 0.000(l) 0.155 - 0.000 + 0.166 + 0.000
(T) 0.179 - 0.000 + 0.179 + 0.000
(T) 0.291 - 0.000 + 0.291 + 0.000
(r) 0.2?5 - 0.000 + 0.275 + 0.000
(r) 0.280 - 0.000 + 0.280 + 0.000
(I) 0.145 . 0.000 + 0.1{5 + 0,000
(r) 0.210 - 0.000 + 0.210 + 0.000
(r) 0.135 - 0.000 + 0.136 + 0.000
(?) 0.524 - 0,000 + 0.52{ + 0.000
(C) 0.381 . 0.2,17 + 0.133 + 0,000(rl 0.166 - 0.012 + 0.1{9 + 0.005
(r) 0.200 - 0.000 + 0.200 + 0,000
(T) 0.582 . 0.000 + 0.582 + 0.000
(r) 0.067 . 0.000 + 0,06? + 0.000
(r) 0.127 ' 0.000 + 0.127 + 0.000
(l) 0.385 . 0.000 + 0.385 + 0.000
(T) 0,492 - 0.000 + 0.r92 + 0.000
(c) 0.183 . 0.000 + 0.183 + 0.000(I) 0.337 = 0.000 + 0.337 + 0.000
(I) 0.453 . 0.000 + 0,453 + 0.000
(l) 0.?0? . 0.000 + 0.707 + 0.000
(C) 0.2{5 - 0.000 + 0.245 + 0,000(T) 0.546 . 0.000 + 0.546 + 0.000
(r) 0.44r . 0.000 + 0.{{1 + 0.000
(1) 0.40? . 0,000 + 0.10? + 0.000
(T) 0.42{ - 0.000 + 0.42{ + 0,000
DSTL2 0.112 DS1T.38 0.000
DS!12 0.093 DSru8 0.000
DSr[18 0.061 DSrX2s 0.003
DSrL18 0.051 DSIL38 0.000
DSru 0.132 DStLtS 0.000
DSTL2 0.18{ DSfL38 0.000
DSlLl 0.032 DSTU6 0.000
DS!L18 0.052 DS1L38 0.000
DSTLz 0.088 DST[38 0,000
DSlLl8 0.112 DSTI38 0.000
DSTI,2 0.120 Dgr[38 0.000
DS!L2 0.112 DSTI,38 0.000
DS1L5 o.oer OStrre 0.000
Ds1r.25 0.11{ DS1L38 0.000
DSTr,6 0.051 DSIL38 0.000
DSIL25 0.153 rlSTr3S 0.000
DSrLl 0.038 DSTt3l 0,000
DS1L2 0.09t Dslr;t8 0.000
DSTLz 0.205 DSIL38 0.000
DS1r,25 0.046 DSTL38 0.000
DsrL25 0.080 DSlUl8 0.000
DSlr2 0.22t DSIL38 0.000
DSl[2 0.256 DSTL38 0.000
DS?L2 0.189 DS1L3E 0.000
DS1L2 0.178 DSTL38 0.000
DSTL2 0.318 DST!38 0.000
DSrr2 0.250 DSr!30 0.000
DSrl2 0.203 Dsrt3o 0.000
DsrL2 0,192 DS!L38 0.000
0su,2 0.2?0 DSTL38 0.000
DSTL2 0.204 DSTL38 0.000
7
RMF 849
IIREE BI9
SECOND B49
ROOF B5()
TIIREE B5O
R@8 851
TIIREE B5I
sEcoND s51
tnREE B52
ROOF 853
THREE 853
T[&EE 854
R@F 855
r[RrE 855
ROOF B85
1NREE 885
SECOND 885
ROOF 892
THREE 892
R@8 893
TIIREE 893
ROOE 894
IIREE S94
R@F 895
TIIREE 895
ROOF 896
TNREE 895
ROOF 897
IIRTE 89?
ROOF 8100
THREE B1O()
R00F 8101
THREE BIO1
R@F BIO2
ll18x1{3
n24X94
n2'x16
n18Xl4 3
fl24X10 4
n2{x68
flztx68
n2tx6I
n24X104
fl24r10{
12txl04
ri24x104
mtn0{
n2txl04
ttz4x16
n24X16
n24x15
n24X229
n24x176
',I,21X229
n24Xl?5
H24X14 6
r{2 tx94
r{2 4X14 5
ri?4x104
n2tx68
n24X58
|,i24X68
ri2 {x68
r21X7 5
re4168
t{2 4X68
riz4x68
rf24x68
848 nzrx?6
DSrt2 (r)
DSr,19 {C}
DSr ? {t}
DSUJ2 {?)
DSIL2 (r)
DSIL18 (T)
DST!2 (r)
DSTL2 (r)
DST12 (l)
DST!25 lrl
Dsrt2s (r)
DS!L2 (r)
DS1L2 (1)
DSIL2 {t)
DSTLz (1)
DSTL2{ (T)
DST123 (T)
DSIL25 (T)
DSTL26 l1)
DST!25 (?)
DSTL2 (1)
DSTL2 (r)
DSrr2 (T)
DSrr,2 (T)
DSTL2 (T)
DST!2 {r)
DST!2 {r)
DSru (T)
DSTL2 (T)
DS1L2 (r)
DS!L2 (t)
DST' 2 (T)
DS!L2 (r)
DSrr,2 (r)
0,15? D5rr,38 0.000
0.31? Dsr S 0.000
0.312 0srl:18 0.000
0.166 DS1L38 0.000
0.35t DST!38 0.000
0. {25 DSTL38 0.000
0.132 DS1L38 0.000
0.0?? Dsra38 0.000
0,078 DSIL38 0.000
0.250 DSIBS 0.000
0.053 Ds?138 0.000
0.126 DS!U|8 0.000
0,145 DST!38 0.000
0.053 DS!L3S 0.000
0.098 DS1r38 0.000
0,078 DSTl3t 0,000
0.10{ Dsrt38 0.000
0.1{5 DSTL38 0.000
0.2{0 DSr!38 0.000
0.216 DSr[38 0.000
0.353 DS?138 0.000
0.205 DSf[38 0.000
0.218 DSTL38 0.000
0.369 DsrriS 0.000
0.408 DS!L38 0.000
0.3?7 DS1L38 0.000
0.202 DsrL38 0.000
0.109 DST138 0.000
0.113 Ds1r,38 0.000
0.108 DSTL38 0.000
0.296 DsrL38 0.000
0,113 DsrL38 0.000
0.105 DST138 0.000
0, r05 DsrL38 0.000
0,005 DSTr38 0.000
0,350 . 0.000 + 0.350 + 0.000
DSTL2
0.342. - 0,000 + 0.3{2 + 0,000
0.319 . 0.000 + 0.349 + 0.000
DST!2
0.495 - 0.000 + 0.495 + 0.000
0sTt2
0.611, 0.000 + 0.6u + 0.000
DST!2
0.390 . 0.000 + 0.390 + 0.000
DSTT2
0.561 - 0.000 + 0.561 + 0.000
DSTI2
0.?19 - 0.000 + 0.?19 + 0.000
DSTL2
0.512 . 0.000 + 0.512 + 0.000
DSTL2
0.181 .0.000 + 0.181 + 0.000
DSlt2
0.241 .0,000 + 0.2{1 + 0.000
DSTI,2
0.{67 - 0.000 + 0.{67 + 0.000
DSTL2
0.125 - 0.000 + 0.125 + 0.000
DSIL2
0.346 . 0.000 + 0.345 + 0.000
DSTL2
0.251 .0.000 + 0.251 + 0,000
DSTI,23
0.132 - 0.000 + 0.132 + 0.000
DSTL2 3
0.285 . 0.000 + 0.285 + 0,000
DStr,2 6
0.172 .0,000 i 0.U2 + 0.000
DSTL25
0.2?2 - 0.000 + 0.2?2 + 0.000
rlsrl25
0,358 ' 0.000 + 0.358 + 0.000
DSTI2
0.4?1 .0,000 + 0,471 + 0.000
DSTL2
0.44? - 0.000 + 0.44? + 0.000
DSTL2
0.aa2 = 0.000 + 0.442 + 0.000
DSTI2
0.35? - 0.000 + 0.35? + 0,000
DSTI2
0.348 .0.000 + 0.348 + 0.000
D5TL2
0.680 - 0.000 + 0.580 + 0.000
DSlL2
0.ssr . 0.000 + 0.551 + 0.000
DSTL2
0.685 . 0.000 + 0.686 + 0.000
DSlt2
0.958 - 0.000 + 0.958 + 0.000
DSTL2
0,639 .0.000 + 0,639 + 0.000
DSIL2
0.512 - 0,000 + 0.612 + 0.000
DSII,2
0.530 - 0,000 + 0.530 + 0.000
DSTt.2
0.898 - 0.000 + 0.898 + 0.000
DSTL2
0.633 . 0.000 + 0.633 + 0.000
DSTL2
0.497 - 0.000 + 0.{9? + 0.000
DSTI2
0.601 = 0,000 + 0.60? + 0.000
DSTL2
I
I
I
I
I
I
I
I
I
I
T
I
I
I
I
I
I
I
I8
I
I
I
I
t
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
TsiEB B1O2
ROoF Bl04
IiREE BIO'
sECoND 8l0l
R00P B1l9
IEREE 81i9
RmF 8120
1BREE 8120
R00r 8121
IIREE 812].
Rmr 8123
srREE irer
ROOF EL24
1IIREE RI24
SB@ND 8124
R00F 8125
IEREE 8125
sEcorD 8125
nooF Bl27
II{REE 8121
R00F 8128
TIRDE BI28
SECIND 8128
ROOF Bl29
IHREE 8129
SECOND 8129
R00F 8130
IEREE B13O
sFcorD 8130
R@F 8131
TIIRBE B13I
SECOND 8131
R@F 8132
l[nEE 813?
Dsru (r)
DS!L23 (Tl
DSrr2 (r)
DS!L25 (l)
DS?U5 (11
DSrr,23 (1)
DS!L23 (T)
DSrl2 (l)
DSrr2 (T)
DSr'r.2 (r)
DSU,2 (r)
DSrr,2 {1)
DSru (T)
DS!l26 (r)
0S11,25 (T)
DS!U5 (T)
DST!2 (r)
DSTUs (r)
rxrTL2S (T)
D6TL2 (T)
DSIU5 (T)
DST!2 {r)
DST!23 (T)
DSTL23 (T)
DSTI,23 (T)
DSTL23 (T)
DST!23 (T)
DSlr2 (r)
DS1L2 (T)
DSrr22 (C)
DS1L2 {T)
DST!2 (T)
DSrn (r)
DSrl2 (c)
DST!20 (T)
DS115 (C)
DSTLz {T)
en{x58
r24n6
r21n6
fr2tn6
lr24x58
n24X8{
ll24X68
n2{x68
124X58
r{24x58
rfz4x68
n24X58
r24x68
riz4x68
w24r't 6
rf2{x68
ll24X58
lr24X68
n24x68
|l24x68
l{24x68
riz4x68
rfz4x58
n24X58
n24x68
Il24X68
H24X9l
rf24x8 4
n24K68
H2 4X94
9r24X8 4
H24X58
lr24X94
ri24x8 4
0.349 . 0.000 + 0.3{9 + 0.000
DSTI.2
0.515_ . 0,000 + 0.515 + 0.000
DSIL2
0.316 . 0.000 + 0.315 + 0.000
DSru
0.!92 . 0.000 + 0.{92 + 0.000
DSTL2
0.{?5 - 0,000 + 0.{75 + 0.000
D5?!2
0.328 . 0.000 + 0.328 + 0.000
DSrr,23
0.296 . 0.000 + 0.296 + 0.000
DSTLz
0.631 .0.000 + 0.531 + 0.000
DSTL2
0.3{5 - 0.000 + 0.345 + 0.000
DSt!2
0.198 - 0.000 + 0.198 + 0.000
DSru
0.{11 .0.000 + 0.{11 + 0,000
DStr2
0.4?3 . 0.000 + 0.473 + 0.000
DStl2
0.38r .0.000 + 0.381 + 0.000
08fl,25
0.257 - 0.000 + 0.25? + 0.000
DSTL2
0.439 = 0.000 + 0.439 + 0.000
txtTL2
0.395 . 0.000 + 0.395 + 0.000
DSTI,2
0.306 = 0.000 + 0.305 + 0.000
DS!L25
0.2?1 . 0.000 + 0.2?l + 0,000
DSrl25
0.326 . 0.000 + 0.326 + 0.000
DSTI2
0.309 . 0.000 + 0.309 + 0,000
DSfl,z
0.191 = 0.000 + 0,191 + 0.000
DSIIJz
0.353 . 0.000 + 0,353 + 0.000
DSrL23
0.192 - 0.000 + 0.192 + 0.000
DSrI,3
0.15? - 0.000 + 0.157 + 0.000
DStlz3
0.251 - 0.000 + 0.251 + 0.000
DSTr23
0,224 - 0.000 + 0.224 + 0.000
0srt23
0.296 = 0.000 + 0.296 + 0.000
DSTI2
0.805 . 0.000 + 0.006 + 0.000
DSIL2
0.657 - 0.000 + 0,56? + 0.000
DSIL2
0.299 . 0.000 + 0.299 + 0.000
0.427 . 0.000 + 0.42? + 0.000
DSlL1
0.322 - 0.000 + 0.322 + 0.000
DSt!2
0.520 - 0.000 + 0.520 + 0.000
DSTL2
0.207 . 0.000 + 0.207 + 0,000
0,{3? .0.000 + 0.431 + 0.000
DSTLz
0.186 = 0.000 + 0.185 + 0.000
0,559 . 0.000 + 0,569 + 0.000
DSTL2
0.096 DSTL38 0.000
0.10? DSTriS 0.000
0.11{ D5aL38 0.000
0.22{ DSIL38 0.000
0.085 DSIL38 0.000
0.085 DS1L38 0,000
0.102 rlsrr,38 0.000
0.113 DS1L38 0.000
0.0{9 DsrL38 0.000
0.096 Dsrr;8 0.000
0.123 DSrr.3S 0.000
0.09r DsTt38 0.000
0.068 DSrr38 0.000
0,10t Dsrr3o 0.000
0.151 DS!L38 0.000
0.115 DSIL36 0.000
0.098 Dsrr,38 0.000
0.112 DSTL38 0.000
0.155 DSTL38 0.000
0.086 DS?138 0.000
0.141 DSTL38 0.000
0.08{ DsrL38 0.000
0.084 DSII;}8 0.000
0.081 Ds1L38 0.000
0.086 DS!L3S 0.000
0.101 DSTr,38 0,000
0.3?9 DS1r38 0.000
0.285 Dsr'r,38 0.000
0,192 DS'L38 0,000
0.093 DSTL38 0.000
0.266 DSTL38 0.000
0.192 DS1r,38 0.000
0.326 DSIUS 0.000
0.299 DSTL38 0.000
stcoND 8132
SCREEN 8145
R@E BT45
TNREE BI45
SF,COND B1{5
SCREEN 81{6
R00F Bl,t5
IHREE B1I5
s8c0[D 81,t5
SCREEN 8147
RSt B1l7
r8R8E Bl4?
sEcoND Bt47
R00F 8151
TIIREE 8151
SECOND 8161
R@F 8762
Ttt8E8 8162
SECOND 8152
SCREEN S163
R@t 8163
'!|lDtF rt al
SECOND 8153
RMF BI5{
scREE',N 8173
SCREEN B1?4
scrxEN Bl75
scR88[ Bl75
scREElt Bt?'7
SCREEN BI?8
scREEll 8179
SCREEN B18O
scREEN 8181
SCRTEN 8182
n2lx?6
NTOIJO
n2tx68
n2{x6g
F24X68
|r15X36
124x58
124X58
n24X68
rlt6x36
rl2{x68
fi2tx68
H2{X68
r{2txl31
n2{x131
F24X55
n2{x131
n24x131
rE4X55
ru6x36
rl24X58
rr24x;8
n24X58
n18X40
nl6X2 5
fl16x25
nl5x2 5
Rl5X26
Kl6X25
Ill6x2 6
l|16X2 6
st2x26
m2x26
ii12x26
DST!2 (r)
Dsrr.2o tr)
DSIL2 (T)
DS1L5 (C)
DSTL2o (ll
DSTI,zO {T)
DS!L2o {T)
DST!2 (1)
DSrL20 (1)
Dsr'r,2o (T)
DSt120 (T)
DSr {1)
DSIU0 (r)
Dsrr,lg (T)
DSrLtg (?)
DST[2 (T)
DSr[2 (T)
DS1L2 (T)
DS1L2 (T)
DSTL2 (T}
DST!2 (1)
DST!20 (T)
DSTll9 (C)
DSI!20 (1)
DST!20 (1)
Dsrrlg {T)
DST!25 (T)
DST!2 (r)
DSlt2 (T)
DStl2 (r)
DStt2 (1)
DS!L2 (T)
DS1r.2 (r)
DSTL2 (r)
0sru (l)
DSTL25 (T)
DSTI,24 (T)
0.64? . 0.000 + 0.5{7 + 0.000
DSIL2
0.!41. .0.000 + 0.411 + 0.000
DStlz
0,?58 - 0.000 + 0.758 + 0,000
DStll
0.142 .0.000 + 0.142 + 0.000
0.383 - 0.000 + 0.383 + 0.000
DSr
0.469 .0.000 + 0.{69 + 0.000
DSTI,2
0.498 - 0.000 + 0.{98 + 0.000
0srL2
0,581 .0,000 + 0.581 + 0.000
DSTLI
0.3?5 - 0.000 + 0.375 + 0.000
DS?t2
0.{39 . 0.000 + 0.139+ 0.000
DSllz
0.457 .0,000 + 0.{57 + 0.000
DSrtz
0.610 .0,000 + 0.610+ 0.000
DSTLl
0.331 - 0.000 + 0.337 + 0.000
DSru
0.398 ' 0.000 + 0.398 + 0.000
Dli1[2
0.a31 .0.000 + 0.{31 + 0,000
DSlL2
0.619 - 0.000 + 0.619 r 0.000
DST12
0.552 . 0.000 + 0.552 + 0.000
DSTLz
0.631 .0.000 + 0.531 + 0.000
DSru
0.032 . 0.000 + 0.032 + 0.000
DSlI2
0.031 .0.000 + 0.031 + 0.000
DSIL2
0.113 - 0.000 + 0.1?3 + 0.000
DSlt20
0.244 = 0.000 + 0.24{ + 0.000
DSTLz()
0.135 = 0.000 + 0.135 i 0.000
0.23? . 0.000 + 0.23? i 0.000
DS1L20
0.28r = 0.000 + 0.281 + 0.000
DSTL2O
0.324 = 0.000 + 0.324 + 0.000
DSrn
0.343 .0.000 + 0,343 + 0.000
DSlt2
0.1{9 .0.000 + 0.749 + 0.000
DSTIJ2
0.895 .0.000 + 0.896 + 0,000
DSTL2
0.600 = 0.000 + 0.600 + 0.000
DSIL2
0.213 . 0.000 + 0.213 + 0.000
DSTT,2
0.816 .0.000 + 0.815 + 0.000
DSIL2
0.950 .0.000 + 0.950 + 0.000
DSTL2
0.793 . 0.000 + 0.793 + 0.000
DSTL2
0.336 . 0.000 + 0.336 + 0.000
DSTL2
0.211 . 0.000 + 0.21? + 0.000
DSTL2
0.113 .0.000 + 0.113 + 0.000
0.196 DS1r,38 0,000
0.230 DSrr,38 0,000
0.155 DST!38 0.000
0.20{ Dstt38 0.000
0.204 DSTL38 0.000
0.195 DST138 0.000
0.152 DSrr3E 0.000
0.192 DSTL38 0.000
0.190 DSr!38 0.000
0.18? DST!38 0,000
0.1t? Dsrr38 0.000
0.11? DSTL38 0.000
0.189 DS!L38 0.000
0.2'r2 DS1t38 0.000
0.232 DS1L38 0.000
0.139 DSTL38 0.000
0.029 DS1r,38 0.000
0.030 DsrL3E 0,000
0.087 DSTL38 0.000
0.097 DsrL38 0.000
0.142 DSr[38 0.000
0.157 DsrEiS 0,000
0.163 DSTL38 0.000
0.057 DSIL38 0.000
0.153 DSTL3E 0,000
0.156 DST!38 0.000
0.1{8 DSrL3S 0,000
0.0?5 DsrL38 0.000
0.153 DSTL38 0,000
0.156 DSTL38 0.000
0.1?7 DsrL38 0.000
0.1{0 Ds1L38 0.000
0.170 Dsrt38 0.000
0. r19 DSTL38 0.000
I
I
I
I
I
I
I
I
I
I
I
I
t
t
T
I
I
I
I10
I
I
t
I
I
I
t
I
I
I
I
I
I
I
t
I
I
t
I
scnEff Bl83
scREEll ElEl
SCREEN 8185
SCREEN 8186
SCREIN BI87
SCREEN 8188
SCREE 8189
SCNEEN BI93
SCREEN 8194
scnEE[ 8195
scRSElr 8195
scREEll 819?
SCREEN 8198
SCREEN B2OO
scREElr B20l
SCREEI B2O2
scRDsn 8203
scaSEll 8204
scREE[ 8205
SCREEN 8206
SCNEEN R2O1
scnEEl| 8208
scREEll Bz09
scREE[ B2l1
scnEEn R2l2
DSTL2 {rl
DS?LI? (l)
DSTL2 (T)
DSIIJ (U
DSIL2 (1)
Dslrt (tl
0sTL2 (l)
DSIL2 (Tl
DS1L2 (T)
DSTL2 (r)
DSTL2 (T)
DSTLI? (T}
DSTL2 (?l
DSlt2 (l)
DS!L2 {r)
DSTL2 (r)
DSTL2s {t}
DSTL25 (I)
DS?[2 (l)
DSlr.2 (T)
DSIUS (l)
DS1L2 (r)
DSIL2 (r)
DSTL2 (T)
DS!L2 (Cl
DS?L2 (?l
DS!L2 (C)
0sTL19 (T)
DSTL15 (C)
DSIL2 (Tl
DSTll (T)
Dsrrz (1)
DSTL2 {T)
DSTr.23 (T)
DST!38 (T)
DSE23 (r)
DSrt2 (r)
0.090 DsrL38 0.000
0.159 DS!L3S 0.000
0.?50 Ds?t38 0.000
0.12{ DST!38 0.000
0. {13 Dsrr3l 0.000
0.234 DSrl38 0.000
0.155 DStr38 0.000
0.166 DS[38 0.000
0.l8t DStr,38 0.000
0.150 DSTL38 0.000
0.164 rx L38 0.000
0.097 DI|1L38 0.000
0.125 DSII;}S 0.000
0.200 DSt!38 0.000
0.12t DS!L38 0.000
0.r50 DsrBS 0.000
0.122 0sru)8 0.000
0.138 DS?r38 0.000
0.119 DS![:|S 0.000
0.154 DSIL38 0.000
0.028 DSIE|8 0.000
0.0?5 DS!L38 0.000
0.151 DS?U|8 0.000
0.208 DSIL38 0.000
0.234 DSlr2 0,108
0.098 DSt[38 0.000
0.094 DST!38 0.000
0.050 DslI;|8 0.000
0.111 DS?[38 0.000
0.00r DsTt38 0.000
0. r.60 Dso38 0.000
0.025 DSTr,38 0.000
0.13? DS1L38 0.000
0.351 DS1L38 0.000
SCREEN 821{ rf12x19
8215 ril2xl9
D5rt2- 0.000 + 0.107 + 0.000
DSTI,2
.0.000+0.159+0.000
DSlt2
.0.000+0.{82+0.000
DSTI.2- 0.000 + 0.67a + 0.000
DSru- 0.000 + 1.000 + 0.000
DSIL2. 0,000 + 0.652 + 0.000
DSTL2- 0.000 + 0.695 + 0.000
DSl!2
.0.000+0.685+0.000
DSlt2
= 0.000 + 0.931 + 0.000
DSru
= 0.000 + 0.630 + 0.000
DSIL2. 0.000 + 0,6?0 + 0.000
DStl2- 0.000 + 0.145 + 0.000
DStu
= 0.000 + 0.208 + 0.000
DSTI.2. 0,000 + 0.565 + 0.000
DSTL2. 0.000 + 0.530 + 0.000
DSIL2- 0.000 + 0.515 + 0.000
DSTL2- 0.000 + 0.259 + 0.000
DSTT2
.0.000+0.239+0,000
DSIL2- 0.000 + 0.398 + 0.000
DSTL2
.0.000+0.46?+0.000
DSTL25- 0.000 + 0.06? + 0.000
DSIL2
.0.000+0.249+0.000
0s1tr2. 0.000 + 0.353 + 0.000
0slL2
= 0.000 + 0.4{2 + 0,000
DST!2- 0.011 + 0.530 + 0.134
= 0.025 + 0.000 + 0.506
DSIL2
= 0.000 + 0.363 + 0.000- 0.000 + 0.19? + 0.000
DSrU
= 0.000 + 0.107 + 0.000.0.000+0.287+0.000
DST[2- 0.000 + 0.110 + 0.000
DSTL2- 0.000 + 0.406 + 0.000
DSTL2- 0.000 + 0.150 + 0.000
DStL2. 0.000 + 0.189 + 0,000
DSTI.I. 0,000 + 0,082 + 0.000
DS?L24- 0.000 + 0.305 + 0.000
DST!2
= 0,000 + 0.831 + 0.000
anIT
nr2v26
nL?j/25
nt2jr2.6
tr16x35
115X35
u6x35
lr15x36
rl5x35
lr16x36
fll6X35
u5x35
t1L2X25
n12r26
fl5X36
ll16x36
115$5
m6x26
F16X2 5
r16126
I|l6x26
tfl6x25
!r16X2 6
rl6x26
||lbrzo
0.107
0.169'
0.482
0.5?l
1.000
U. bJZ
0.596
0.685
0.931
0.630
0.570
0.145
0.208
0.555
0.530
0.515
0.269
0.239
0.398
0 .461
0.06?
0.249
0 ,442
0.575
0,532
0.353
0.19?
0,101
0.287
0. I10
0.406
0.160
0.189
0.082
0.305
0.831
SCREEN B2I5
SCREEII AzL?
SCREEN B22L
scnEur 8224
R008 8302
SECOND B3O4
sEco[D 8305
nl2X19
n6x35
rft5x36
r'2Y26
nl6x36
tl24X10{
nL8x40
sEcolrD 830?
SECOND B3O8
SECOND 8312
sEcoND 8315
SECOND 831?
sEcoND 8318
SEco'lD 8320
sEcot{D 8322
SECOND 8323
SECOND B32?
SECOND 8333
SECOND 8334
sgc:oND 833?
SECOND 8352
SECOND 8353
SECOND 8355
sEcoND 8356
sEcorD B3?5
sEcollD 8376
sEcolD 8395
SECOND 8626
sEcoND 8?17
sEcoND 8'129
r0n3 8805
sEcolrD 8859
SECOND 8861
SECOND 8863
sFcoND B8?l r{18X40
DStt2. 0.000 + 0,695 + 0.000
DSll2
.0.000+0.558+0.000
DSfL20
.0.000+0.248+0.000
- 0,000 + 0.240 + 0,000
DSlL2
- 0.000 + 0.322 + 0.000
DSru
.0.000+0.554+0.000
DS?I2
= 0.000 + 0.93? + 0.000
DS?I"
- 0.000 + 0.233 r 0.000
DS?124
.0.000+0.089+0.000
DSTI2
.0.000+0.24?+0.000
DSII,. 0.000 + 0.905 + 0.000
DSTL2
.0.000 + 0,211 + 0.000
= 0.000 + 0.902 i 0.000
DSIL2- 0,000 + 0.6{1 + 0.000
DST[2
.0.000+0.785+0.000
DStu
.0.000+0.?15+0.000
DSTL2
.0.000+0.312+0.000
.0.000+0.312+0.000
0srLz
.0.000 + 0.?71 + 0.000
DSIL2
.0.000+0,?14+0.000
DSTL2- 0,000 + 0.930 + 0.000
DSlr2
- 0.000 + 0.19? + 0.000
DStt2
= 0.000 + 0.1?5 + 0.000
DSTL2
= 0.000 + 0.058 + 0.000
DSTL2. 0,000 + 0.048 + 0.000
DST!2. 0.000 + 0.095 + 0,000
. 0.000 + 0.232 + 0.000
DSTI2. 0.000 + 0.199 r 0.000
DSTI2
- 0,000 + 0.600 + 0.000
= 0.000 + 0.?34 + 0.000
DSTL2
= 0.000 + 0.4{3 + 0,000
.0.000+0.389+0,000
DSTI.2
.0.000+0.288+0.000
- 0.000 + 0.3t9 + 0,000
DSlL2. 0.000 + 0.095 + 0.000
.0.000+0.468+0.000
DSTL2
.0.000 + 0.211 + 0.000
= 0.000 + 0.4?9 + 0.000
DSlL2
.0,000+0.590+0,000
12
0.278 DS1t38 0.000
0.235 DS!L38 0.000
0.122 DSTLIS 0.000
0.133 DS!L38 0.000
0.1?7 DsrElS 0.000
0.2?7 DS!L38 0,000
0.0?7 Dsr138 0,000
0.054 DSrL38 0.000
0.1{2 DSr[38 0.000
0.306 DSru|8 0.000
0.089 DSIL38 0.000
0.326 DSTL38 0.000
0.316 0SrL38 0.000
0.316 DS1L38 0.000
0.28? DSIL3S 0.000
0.201 DsrL38 0.000
0.3{2 0srr38 0.000
0.2?1 DStr;}8 0.000
0.28 9 DSTL38 0.000
0. r21 DSr[38 0.000
0.017 DstL38 0.000
0. 139 DSTL38 0.000
0.114 DSIL3S 0.000
0.070 DsrL38 0.000
0,199 DSTL38 0.000
0.076 DST!38 0.000
0.150 DSTL38 0.000
0,109 DSTL38 0.000
0.103 DSTL38 0.000
0.1?8 DSTI;}S 0.000
0,253 DSIL38 0.000
0.223 DS!L38 0.000
r{18X{0
nl8X{0
124X68
n24X104
n18X40
rfl2xl{
n2{xl0{
r|30x90
n30x90
112X19
n30x90
rl2x19
n8x{0
rll8X40
n18X50
n24X58
n18X50
nl8X40
r{12X14
H12Xl4
tr24x58
02{x68
w24x58
124X68
rl30x90
rl2 4X68
I,l12X14
DSlt2 (T)
DST12 (l)
DS!L2o (C)
DSTL18 (T)
DS1L24 (t)
DSTL2 (T)
DS1L2 (r)
DSrr2{ (1)
DST!2{ {T)
DST12 {1)
DST!2 {r}
DST].2 (T)
DSTL2 (l)
DSTL2 (r)
DSIL2 (t)
DS1L2 (l)
DSlt2 (C)
DSTL2 (T)
DSTL2 lr)
DS1L2 (t)
DSTL? (?)
DSTL2s (T)
DST!24 (1)
0sTr,2 (t)
DS!L2 (r)
DSTr.2 1T)
DST!2 (l)
0sT1,24 (l)
DSILS (C)
DST!2 (r)
DSIL2 (C)
DSrLl (T)
DS!L19 {C)
DSIL2 (T}
DSrr18 (C)
DST!2 (T)
DSIL17 (C)
DSTL2 (r)
DSTL2 (T)
0.695
0.55S
0.248
0.240
0.564
0.93?
0.233
0.089
0.247
0.90s
0. 214
0.902
0.641
0.786
0.?75
0.312
0,312
0,7?l
0,714
0.930
0 .197
0.058
0.04I
0.095
0.232
0.199
0. 500
0.?34
0.443
0.389
0.288
0.3{9
0.095
0.458
0.2{1
0,4?9
0.590
I
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B8?1 n12x14
B8?2 ri12X14
sEcoND 88?6 ti18x40
mfil B8?8 n2{Xl5
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sEmD E8?8
Ion| B8?9
sEcoID B8?9
sE@r[D 8880
totf3 B88l
sBcoND 8881
unl 8082
SECOND B8O2
IONI3 BE83
sEcorD 8885
SECOND 8886
sEoNo 8887
sEcolro 8889
DS!L2 (Tl
DSIL2 $l
DS!L2 (ll
DSTL2 lll
DSII, (?)
Dsrrt (t)
DS!l2 (rl
DS!L2 (T)
DSIL2 (Tl
DSrt2 (Tl
DS1L2 (r)
DStt2 {r)
DSrLts {C)
DSTLIT (r)
DriTL2 (Cl
0.11? Dstr,38
0,153 Dstf,3t
0.09? Dsrr"tS
0,058 DS$38
0,059 DStt38
0.0t5 Dsrr,38
0.057 DSrr,38
0.0t3 Dst1,38
0,08? 0srr38
0.08? Dsr138
0.310 DsrL38
0.298 DSrL38
0.121 DSTL38
0.006 Dsrf,zo
rotx9{
iQ(X16
n2{x9l
fl2tx58
12tx68
12tx68
t|2tx68
n2tt68
112xl{
lf2tx5E
fl18x{0
m8x{0
n2lx55
0.380
0.5t,
0,122
0.088
0.095
0.0?a
0,088
0,058
0.3{7
0.598
0.8?2
o .2'r 5
0.2E0
mllz
- 0.000 + 0.380 + 0.000
DSAI2
- 0.000 + 0.5t{ + 0.000
D8TL2
.0.000+0.322+0.000
DSIL2.0.000+0.088+0.000
DStL2
= 0.000 + 0.096 + 0.000
DSIL2- 0.000 + 0.0?{ + 0.000
L9rla
.0.000+0.088+0.000
DSIU
- 0.000 + 0.068 + 0.000
DSfLz. 0,000 + 0.347 + 0,000
DSIL2
.0,000+0.212+0,000
DSTI,- 0,000 + 0.698 + 0.000
DSrl.2
.0,000+0.872+0.000
Dsltl?
" 0.000 + 0.275 + 0.000. 0.000 + 0.280 + 0.000
DSTIl. 0.a85 + 0.015 + 0.000
0.000
0 .000
0.000
0.000
0.000
0.000
0.000
0.000
0,000
0.000
0.000
0.000
0.000
0.0008890 ||2{X5E
13
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29,m0.0kli14.50 n
0.00 fi
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Pinn dfhncl
8.67 k
8.87 k
E.E7
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End Loceton
Shlar @ L6tl
Sh.ar@ Rigttt
Ccfibr Don.
Le{l Cant Dell
Rlght Cent Orf,
...au6ry Dd @
R€|ction (o L6fr
Reactbn @ Rt
wdrh
l,V.b lhict
Fhngr Thidoe!3
Ar€a
0.410
0.8{x)
tilaxlmum
32.17 k-fr
-0.474 in
0.0(x)in
0.000 in
0.(xr0 fr
LL
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32.17
LL+ST
O Cent€r
EE.6O in4
2.36 in4
lrl.E7E in3
1.189 In3
LL
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k/t
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onv
11.15
E.E7
8.87
4.474
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8.87
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8.87
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0.000 in
O.oq) in
0.000 in
3.g70in
0.2q) in
0.225 h
4.16 in2
tllhg: Vltl2(14 3ccilon, Span = 14.50|l, Fy . 50.0ksi
Ettd Fxily - Plnnedfinn€d, Lu = o.(xn, LDF - l.(xD
Strdc Lo.d C-. Gowm. Str'3.!
llex. Dcfrcctbn .{1.474 in
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$1.172 k{r
25.9,1E k i
0.?08 : I
8.875 k
3.726 kd
0.1E6 : I
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40.915 kd
:x!.(m ki
47.UItk
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Steel Beam Design
Cenbr Span
Lsft Cant
Rlght Cant
Lu : Unbra6d l€ngth
1.1.50 ft
0.00 ft
0.00 ft
14.q' ft
Bm ttn. Addcd to Lo.ds
LL e ST Act Togp0rcl
to.d Durdon Fr.tofELltb oduhl
t.00
29,m0.0k8i
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t
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End Location
U3ing: W12(16 3.dion, Span - 1.t.soft, Fy = g).obi
End Fixity . Pinn d+inncd. Lu - 14.50n, LDF = 1 .0d)
Short Tann Load Ca.. Gotrril Stt !
Max. Dcfrcction 4.(n3 in
LrngiltuDLM 3l,663.6:1
LdErh(DL+u- D6fr) 2,098.7 : I
Mom€nt
lb : Ecnding St lsEfr, Fb
Shear
fv : Shear Stre3a
fvlFv
Artual
6.544 k-fl
4.571 bi
0.762:.1
1.805 k
0.684 kli
0.03t : I
Allor.blc
-a-.zoa
r-t
6.062 ksi
5i1.756 k
20.qro kli
Maxinum
6.5.[ k-fr
1.81 k
1.81 k
-0.083 in
0.000 in
0.000 in
0.000 fi
DL
Onh
o.42
0.12
0.12
.0.005
0.000
0.m0
0.000
0.12
0.12
LL
@ Canbl
LL+ST
@ Cenler
6.5,1
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@ Cantr @ Cantg t
t
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k-ft
k-ft
k-{t
k-ft
k
k
k
k
0.(x)0
0.000
0.(xx)
0.000
Max. M +
M.r. M -
Max. M @ Lefi
Mil. M @ Rloht
Shear @ Lcft
Sh€a, @ Right
C.nbr Dcf,.
Left Cant Defi
REht Cant Dell
...Ouery Dcfr @
Rraction @ Lcft
Rcaction @ Rt
Wrdth
l r€b Thick
Flangc Thiclmcas
Area
3.990in
0.220 in
0.265 in
4.71in2
103.00 in4
2.82 in4
17.181 in3
1.414 in3
0.m0
0.000
0.000
0.000
1.El
1.81
-0.08:t
0.mo
0.000
0.m0
t.El
1.El
0.m0 in
0.000 h
0.000 in
0.000 in
1.81
1.61
l-xx. l-W
S-n
s-vv
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w,t2xl6
1.60
3.fi
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0.000
0.000
0.000
1.60
3.04
4.40
8.64
Max. M +
ilax. M -
Mar. M@Lei
Mar. M e Right
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Blert ch Comd0ng Engln a|t, tnc. TlUa: vW{ ExpAt{Stoil
D{nn T6707W.6tlrAve.
Denvcr, Co,802lil
phonc @ 303-233{838
f.r @ 303.233{t5t56
Orcdpdon : i9z0 BLDG tt{r/EsncAno}l
Scopc: CHECKEXlsnNGFOOTINGS
Loed Durafon Frctor
EhElb Modulu.
sT@ Rbht
All
Jobr26E:1.10
D.b: ll:294l|. lt.'t L0t
t.00
29,000.0ksi
0.0d) in
0.000 in
0.000 in
0.000 in
O.T4 in
0.960 in
l-E -/\*rtzz\ba--ab=-€&.r,.r cor4-r.
-,
Genter Span
LdCenL
Right C.nt
Lu: Ur$f|€d f.eryfh
Sh€ar tO Lail
Shcar @ Right
conbr t €[.
l4lt C.nt Oefr
Right Csnt thfr
...Ouery Oafi @
Resdlon @ Left
Roedion @ Rt
1
'tdrhwbb Thii(
Fleng. Thid(nes3
A'ra
DL@ Right o.421 LL@ Rlsht
Bm t\rl Addrd to loarlc
tl.& STAct Togr0te
II
@ Ccnbr
u.28
{.00
20.50 n
0.@ fr
0.00 fr
0.(x, n
Maximum
34.28 k-n
4.40 k
8.64 k
-0.848 in
0.000 in
0.000 in
0.000 ft
DL
Only
12.17
-0.00
LL+ST
@ Contcl
103.00 in4
2.82 in4
17.181 in3
1.414 in3
LL
@ Canb
k-ftk{
k-fi
k-ft
k
k
1.4
8.64
4.E48
0.000
0.000
0.mo
/1.40
E.64
-0.848
0.m0
0.000
0.000
1.4
8.64
0.mo
0.000
0.000
0.000
k
k
3.990ln
0.2:20 tn
0.265 in
4.71inz
l-)q
l-)v9n
s-vv
Steel Beam Deaign
Pinnad-Plnncd
t,3irE: w'2(16 s.ciion, Span = 20.501t Fy = 50.0ksi
End Frity r PinncdPinned, Lu = 0.0Ot Uf = t.Om
Sffic Lo.d Cre GdtrE Stttlr
Morrnt
lb: Bendiry Stess
tb, Fb
Shoal
fo : Shcar Sbes3
firrFy
Actual
34.276 k-fr
23.910 k3i
0.725 : I
8.644 k
3.277 llsi
0.16{ : t
Aloweble
47.24 R-tl
33.000 kli
52.756 k
20.m0 ksi
Max. Dcflcdon
tcngtM)L Don
t6ngW(DL+LL D6f,)
{.&18 in
815.2 : I
290.0 : I
F. c.l.fd p.r l.$'1, lCUr < Cc
Blerbach Goneutdng Englnaot, Inc. ntc : vvH ExpAt{sK)
D{nr: T5707 W.6th Ave.
Ilerwer, Co.80211
phonc @ 303-23:t{838
fex @ 303-233{515s
20.50 fr
0.00 fi
0.00 ft
20.s0 n
LL @ Rlght
Or.cdp0on : r97O BtItG ltfvEsi.ncAnoN
Scop.: CHECKEKST|NGF()OflNGS
toad Duralion Fedor
Elaltic lrodulu!
ST@ Rlght 0.240 kift
Joba288:1.10
D0: l1:29All, 1l .IJL0I
1.00
29,000.0k$i
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l.|L -/\-,'#44:tur'r c{rt6!.
--,3-r,-,f,jl ".rg.:i, gii
Cenlor Spsn
L.i Cant.
Ritht Cantk : Unbrac€d L€ngfl
OL@ Rlghi
Bm V\ . Addad to Loads
LL & ST Ad Togather
SteelBeam Design
Pinned+inn.d
Using: wl2xlg s€dion, Span = 20.50fr, Fy = 50.0kst
Ettd Fkity = Pinn€d+inn€d, Lu = 20.50'lL lOf = 1.OOO
Short T.fm Lord Carc Govcmr Stn..
Ma(. D.lhcdon {.147 in
Lrngth/DlD€fr 12,336.1:1
L6ng$(DL+LL D.ll) 1,67.8 : 1
trlorncnt
lb : Bending Slles36' Fb
Shear
fv : Shrer Stross
lvtFv
ActIel
7.4.*t k-tt
4.177 ki
0.7|ll:'t
1.834 k
0.642 ksi
0.032 : I
Alowable
10.019 k-ft
5.623 ksi
57.152 k
20.000 ksi
Max. M +
Max. M -
Max. M @ Lcfi
Max. M @ Right
Maximum
7.44 k-lt
1.01 k
1.83 k
4.147 in
0.000 in
0.000 in
0.000 fi
0-000
0.m0
0.000
0.000
1.01
1.83
4.117
0.000
0.000
0.000
1.01
1.E:t
0.000
0.q,0
0.000
0.000
DL
Onlv
0.99
0.19
0.19
-0.020
0.000
0.000
0.000
LL
@ Centcr
at9
LL+ST
@Car.r
7.4
-0.00
130.00 inil
3.76 inil
21.382 in3
1.878 ln3
LL
(o Cane
ea no|ed ->>
LL+ST
@ Cants
0.000 in
0.000 in
0.000 in
0.000 in
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k-tt
k-fr
k-fr
k-fr
k
k
k
k
Shear @ Laft
Shear @ Right
Center Dell.
Lefi Cant Defl
Right Cant D,rf,
...Query Def, @
Roac{ion @ Lelt
Reaclbn @ Rt
width
Web Thld(
Fhnge Thidmess
&€a
4.0051n
0.235 ln
0.350 in
5.57 In2
1.01
1.83
0.19
0.19
F. caldd p.r 1.$2, Ktlr > Cc
ffi2Xt9
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RA!{ BasePlate v1 .0L
Bierbach Consulting Engineers,
wL2xL06/ L2O max
CRITERIA:
Analysis
Maintain Strain Coupatibility
Use min. effective plate area for axiaL only compression load
Des ign
Use ASD 9th to check plate bending
Max concrete bearing per AISC Jg.
Anchor Shear Vafues OnIy.
Anchor tension Values OnIy.
Optini zation
Reposition Anchors 9fith plate Optinization
INPUT DATA:
CoLumn
CoLumn Size.. w12x106
Base Plate
Plate fy (ksi )..... 36.00N (Parallel to Web) (in) ... 26.50 (optimized)B (Perpendicular to Vfleb) (in) ... L6.50Plate Thickness (in) 3.00 (Optimized)
Anchor
Anchor Size.. L I/2"Anchor Area (in^2) I.71
Anchor Material . A449-l2O
Anchor Modulus (ksi ) ..... 29000-00
Anchor Strength Fu (ksi )..... ..120.00Footing
Footing Strength f'c (ksi )..... 4.00
Concrete Modulus (ksi )..... ....3505.00
Dimension (Parallel to web) (ft) .. 3.00
Dimension (Perpendicular to web) (ft)... 3.00
Load Case Data Dead Live Roof WindAxial (kip ) ..... ...... 252.00 149.00 0.00 0.00Mx (kip-ft) 22,00 8.00 0.00 0.00vx (kip )..... 0.00 0.00 0,00 0.00
Load Combination
Building Code: UBC 941) L.00DL2', 1.00DL + 1.00LL3) 1.00DL + 1.00LL + 1.00E4) 1.00DL + 1.00LL - 1.0085) 1.00DL + 1.0086) 1.00DL - 1.00E
Su'nnary Design Results7/LL/0t 11:50
on pfate.
Sei-smic
27.OO
174.00
0.00
Page 1
RAM BasePlate V1 .01
Bierbach Consulting
w12x106,/120 max
Controlling
Controlling
Engineers,
Sunmary Desigin Results
7 /IL/0I 11:50
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RESULTS:
Plate Bending
Max bending motnent from concrete conpression
Controlling Load Combination No - 3
AIIowabIe St.ress Increase Factor
effective width to resist rnoment (in) ...
plate bending moment ( kip-ft )
1.33
16. 50
7t,39
34 .51
?q 01
0. 96
fb (ksi
Fb (ksi
fblFb
Anchors'Max.
Max .
Bearing
Controlling Load Combination No = 3
ALlowable Bearing Pressure (ksi ) ....
Max Bearing Pressure (ksi ) ...,
DIAGRAM:
Shear . 0.00
Tension (kip )..... ?.39 Anc. No - 1 Combo No -- 5
2.53
2.28
*
1
3
4
o
x (in) Y (in)
-10.25 0 . 0010-25 0.00
-10.25 5.2510.25 5.25
-10.25 -5,25L0.25 -s.25
PL6-26-50 x 16.50 X 3.00 (in)I L/2" A449 Anchor Bolts
I il,i:(l
1
(_)
5
n-
()
w12Xt-0 6
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RAI{ BasePlate V1 .01
Bierbach Consulting Engineers,
w12x106,/120 nin.
Sumary Desigrl Results
't /LL/0t 11:52
CRITERIA:
Analysis
Maintain Strain Conpatibility
Use min. effective plate area for axial only compression load on plate.
Design
Use ASD 9th to check plate bending
Max concrete bearj.ng per AISC J9.
Anchor Shear Values Only.
Anchor Tension Values Only.Optimization
Reposition Anchors With Plate Optimization
rNPUT DATA:
Colurnn
Colunn Size.. W12X106
Base Plate
Plate Fy (ksi ) ..... 36.00N (paratlel to web) (in).. 26.so (optinized)B ( PerpendLcu.Lar to tteb) (in)... .. 16.50Plate Thickness (in) 3.00 (Optirnized)
Anchor
Anchor Size.. I l/?"Anchor Area (in^2) L,77Anchor Material . A4 4 9-120
Anchor Modul"us (ksi )..... 29000,00
Anchor Strength Fu (ksi )..... ..120.00
Footingl
Footing Strength f'c (ksi t..... 4.00
Concrete Modulus (ksi )..... ....3605.00
Dimension (Para11el to web) (ft)........ 3.00
Dimension (Perpendicular to webl (ft) ... 3.00
Load Case Data Dead Live Roof tfind Seisrnic
Ar<ial (kip )..... 252.00 149.00 0.00 0.00 27,00
!4x (kip-ft) 22.00 9.00 0.00 0.00 174.00vx (kip )..... 0.00 0.00 0.00 0.00 0.00
Load Combination
BuiJ.ding Code: UBC 941) 1.00DL21 1.00DL + 1.00LL3) L.00DL + 1.00LL + 1.00E4) 1.00DL + 1.00LL - 1.00E5) 1.00DL + 1.0086) 1.00DL - r..008
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RAM BasePlate V1 .0L
Bierbach Consulting Engineers,
w12x106/120 min.
sunmary Design Results
1/|I|OL 11:52
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RESULTS:
Plate Bending
Max bending moment frorn concrete conpression
Controlling Load Combination No = 3
AllowabLe Stress Increase Factor 1' 33
Controlling effective width to resist monent (in) ." 15.50
controlling plate bending moment (kip-ft) ?1.39
fb (ksi ) .... 34.61
Fb (ksi ) .... 35.91
fb,/Fb . 0. 96
Anchors
Max. Shear 0.00
Max. Tension (kip )..... 7.39 Anc. No - 1 Conbo No - 5
Bearing
Controlling Load Conbination No - 3
Al,lowable Bearing Pressure (ksi ) .... . 2.53
Max Bearing Pressure (ksi , .... . 2.28
DIAGR,M:
* x (in)1 -r.0.252 L0.253 -10.254 10.255 -10.2s6 10.25
I (in)
0. 00
0. 00
5.25
5.25
-5.25
-)-zJ
PL
b
26.50 X 16.50 x 3.00 (in)
- L L/2" A449 Anchor Bolts
C
L)
1
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2
(_)
5
Pagre 2
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RAM BasePlate V1 .01
Bierbach Consulting Engineers,
w12x136 nin.
fb (ksi )
Eb (ksi )
Sunnary Design Results
7 /LL/OL ].'2:28
CRITERIA:
Analysis
Maintain Strain Cornpatibility
Use min. effective plate area for axial only conpression load on plate.
Designgse ASD 9th to check plate bending
Max concrete bearing per AISC iI9.
Anchor Shear Values Only.
Anchor Tension Values OnIy.
Opti-ni zation
Reposition Anchors l{lth PJ.ate Optimization
INPUT DATA:
Colurnn
Column Size.. W12X136
Base Plate'
Plate Fy (ksi )36. 00N (Paral.Lel to vleb) (in) .. 25.50 (optirnized)B (Perpendicular to Web) (in1 ... 15.50 (Optirnized)
Plate Thickness (in) 2-75 (Optirnized)
Anchor
Anchor Size.. I t/2"
Anchor Area (in^z) 1.77
Anchor Material . A4 4 9-120
Anchor Modulus (ksi ) ....: 29000.00Anchor Strength Fu (ksi )..... ..120.00Footing
Footing Strength f'c (ksi )..... 4.00
Concrete Modulus (ksi )..... ....3605.00
Dimension (Parallel to web) (ft)........ 3.00
Dimension (Perpendicular to web) (ft)... 3.00
Load Case Data Dead Live Roof Wind SeisnicAxial (kip )..... s5.00 42.00 0.00 0.00 27.o0!{x (kip-ft) 20.00 5.00 0.00 0.00 244.00Vx (kip )..... 0.00 0.00 0.00 0.00 0.00
Load Combination
Building Code: No Code Generated Combinations
L ) 1. 00DL2) 1.00Dr + l".00LL3) 0.90DL + 0.71"84) 1.00DL + 0.?5LL + 0.54E
RESULTS:
Plate Bending
Max bending moment from concrete comDressionControlling Load Combination No = 3Allowable Stress Increase FactorControllinq effective r4idth to resj.st moment (in) ...Controlling plate bending moment (kip-ft)
1. 00
15.50
39. 90
24 -57
2't -00
0. 91
Page 1
fblFb
RAM BasePlate VL.01
Bierbach Consulting Engineers,
wL2x135 nin.
Sunmary Design Resu.Lts7/II/0I L2:28
Conbo No - 3
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Anchors
Max. Shear 0.00
Max, Tension (kip ) ..... 29.53 Anc. No = 1
Bearing
Controlling toad Conbination No - 3
Allowable Bearing Pressure (ksi ) ...-
Max Bearing Pressure (ksi ) ....
DIAGRAM:
1. 98
1.89
*
1
2
3
4
5
6
x (in) Y (in)
-9. ?5 0.00
9. ?5 0.00
-9.75 4.75
9. ?5 4.75
-9.75 -4.'159.75 -4.15
PL6-25.50 x 15.50 x 2.75 (in)
L t/2" A4 4 9 Anchor Bol-ts
/-)
4
(-)
z
C)
6
wt 2x136
Page 2
I RjAM BasePlate v1 .01' Eierbach Consulting Engineers,
I w12x136 rnax sunnary fiiitt*ili:;I
I cRrrERrA:t Analysis
Maintain Strain Conpatibility
- Use min. effective plate area for axial only compression load on plate.
I Desigmr Use ASD gth to check plate bending
Max concrete bearing per AISC J9.
I Anchor Shear Values OnIy.
I Anchor Tension Values OnIy,
- @timizationReposition Anchors With plate Optinization
I INPUT DATA:r corumn
Colunn Size.. w12x136I Base Plate
I Plate Fy (ksi ).... - 35.00N (Parallel to !leb) (in).. 25.50 (Optinized)
r B (Perpendicular to Web) (in) . . . 15.50 (Optinized)
I PLate Thickness (inl 3.25 (Optirnized)
I Anchor
Anchor Size.. ! L/2"
r Anchor Area (in^2) 7.7'l
I Anchor Material- A449-!2Or Anchor Modulus (ksi ) ..... 29000.00
Anchor Strength Fu (ksi )..... .,L20.00
I Footing
I Footing Strength f'c (ksi ).,... 4.OOr Concrete Modulus (ksi )..... ,...3505.00
Dimension (Parallel to webl (ft) ........ 10.00
I Dimension (Perpendicular to web) (ft)... 10.00
I toad Case Data Dead Live Roof Wind SeisrnicAr<ial (kip ). -... 316.00 209.00 0.00 0.00 27.00
_ Mx (kip-ft) 20.00 6.00 0.00 0.00 244.00I vx (kip )..... o.oo o.o0 o.oo 0.00 o.o0
t Load Conbination
Building Code: No Code Generated Cornbinations1) L.00DL
I 2t 1.00DL + 1.00LL
I 3) o.goDr, + o.T1E4) 1.00DL + 0.75LL + 0.548
I RESULTS:I Plate Bending
Max bending moment fron concrete compression
I Controlling Load Combination No = 4
I Allowable Stress Increase Factor 1.00-' Controlling effective eridth to resist moment (in) ,., 15.50Controlling plate bending moment (kip-ft) 56.71
I fb (ksi ) .... . 24.94
I Fb (ksi ) .... 21 .00fblFb . 0-92
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I
RAM BasePlate Vl .01
Bierbach Consulting Engineers,
w12x136 max
Anchors
Max. Shear 0.00
Max. Tension (kip )-.... 6.59 Anc. No = 1
Bearingr
Contlollingi Load Combination No = 4
Aflowable Bearing Pressure (ksi ) ....
Max Bearing Pressure (ksi ) ....
DIAGRAM:
SurDmary Design Results'l/LL/OL 12:31
=3
2.80
2.34
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Conbo No
*
1
2
3
4
6
x (in) Y (in)
-9.75 0.00
9. ?5 0.00
-9.75 4.759.75 4.75
-9.75 -4 .75
9.15 -4.75
PI6-2s.50 x 15.50 X 3.25 (in)
L !/2" Ad49 Anchor Bolts
C
3
C
1
C
5
r-)
/-)
al
5
Page 2
I nAll BasePlate v1 .01
Bierbach Consulting Engineers,
t wl2xr?o nax. sumar' ?iii78t*illt3I
I CRITERIA:r Analysis
Maintain Strain Conpati_bility
I Use min. effective plate area for axial only compression load on plate.
I Deslgn
- Use ASD 9th to check plate bending
Max concrete bearing per AISC Jg.
I Anchor Shear Values OnIy.
I Anchor Tension Values OnIy.
Optimization
Reposition Anchors With plate Optinrization
I INPUT DATA:
Colunn
Column Size. . W12X170t Base Piace
t Plate Fy (ksi ) ..... ...... 36.00N (Paral1e1 to web) (in) .. 26.25 (Optimized)
I B (Perpendlcular to Web) (in) ..- 15.75 (Optimized)
I Plate Thickness (in) 3.50 (Optinized)! Anchor
Anchor Size.. I L/2"
I Anchor Area (in^2) L.'11
I Anchor Material. A449-LZOr Anchor Modulus (ksi )..... 29000.00
Anchor Strength Fu (ksi )..... ..120.00
I Footing
t Footing Strength f'c (ksi ),,.., 4.00
Concrete Modulus (ksi ),.,,. ,...3605.00
Dimension (Parallel to web) (ft) ........ 10-00
I Dimension (Perpendicular to web) (ft)... 10.00
I Load Case Data Dead Live Roof Wind SeismicAxial (kip ).. -.. 3s0.00 t72.o0 0.00 0.00 27.00
_ ltx (kip-ft) 22.OO 8.00 0.00 0.00 306.00
f vx (kip )..... 0.00 0.00 0.00 0.00 0.00
I Load Combinarion
Building Code: UBC 94
r 1) 1.00DL
I 21 1.00DL + 1.00LL! 3) 1.00DL + 1.00LL + 1.00E4) 1.00DL + 1.00LL - 1.00E
- 5) L.00DL + 1.00EI 6) 1.00DL - 1.008I
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RAM BasePlate vl . 01
Bierbach Consulting Engineers,
w12x170 max.
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PL6-
Sulunary Design Results7/IL/0L L2: 3
RESULTS:
Plate Bending
Max bending moment from concrete compression
Controlling Load Cornbination No = 3
ALLowable Stress Increase Factor 1.33
Controlling effective width to resist moment (in) ... 15.75
Controlling plate bending monent (kip-ft) 90-14
fb (ksi t .... 33.64
Flr (ksi ) .... 35.91
fblFb - o' 94
Anchors
Max. Shear 0.00
Max. Tension (kip )..... ]9,79 Anc. No = 1 Conbo No = 5
Bearing
Controlling Load Combination No = 3
Allowable Bearing Pressure (ksi ) .... 3-72
Max Bearing Pressure (ksi ) ,... 3.59
DIAGMMT
* x (in)
1 -10. 132 10. 13
3 -10. 134 10. 1.3
s -10. L3
6 10. 13
Y(in)
0.00
0.00
4.88
4.88
-4 .88
-4.88
26.25 x 15.7s x 3.50 (in)
L l/2" A449 Anchor Bolts
J
1
(l)
o
w12XL70
Paqe 2
I RAlil BasePlate Vl .01
Bierbach Consulting Engineers,
SurnraarY Design ResultsI w12x1?0 nin. 1/LL/OL 12: 5I
I CRITERIA:r Analysis
Maintain Strain Compatibility
I Use min. effective plate area for axial- only compression load on plate.
I Design
Use ASD gth to eheck plate bending
Max concrete bearing per AISC ,J9.
I Anchor Shear Va]ues OnIy,
I _ . .4.h9T Tension Values on1y.
(4)E Lml ZaE rOn
Reposition Anchors With Plate OptimizationII INPUT DATA:
Column
r Column Size.. W12X170I Base Plate'
a PLate Fy (ksi )..... 36.00N (ParaIIeI to Web) (tn).. 26-25 (optintzed)
I B ( Perpendicular to Web) (in)... L6.25 (Optinized)
I Plate Thickness (in) 3.25 (Optirnized)I Anchor
Anchor Size.. I L/2"
I Anchor Area (in^2) 1.77
I Anchor MateriaL. A449-L2O
Anchor Modulus (ksi )..... 29000-00
Anchor Strength Fu (ksi )..... ,.120.00
I Footing
I Footing Strength f'c (ksi )..... 4.00
Concrete Modulus (ksi )..... ....3605.00
Dimension (Parallel to web) (ft) ........ 10.00
I Dimension (PerpendicuLar to web) (ft)... 10.00
t Load Case Data Dead tive Roof Wind SeismicAxial (kip )..... 176.00 85.00 0.00 0.00 27 -OOt{x (kip-ft) 22,00 8.00 0.00 0.00 306.00
I vx (kip )..... o.o0 o.oo o.o0 o.oo 0.oo
I Load Combination
Building Code 3 UBC 94
r 1) 1.00DL
r 2\ 1.00DL + 1.00LLI 3) 1.ooDL + l,ool,r, + 1.ooE41 1.00DL + l-.00LL - 1.008
r 5) 1.00DL + 1.00E
I 6) 1.00DL - 1.00E
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I
RAM BasePlate Vl .0L
Bierbach Consulting Engineers,
wL2x1?0 min.
RESULTS !
Plate Bending
Max bending
Control linqr
Allowable St
Control I ing
Controlling
summary Design Results
'l /LL/0t ]-2z 5
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monent from concrete compression
Load Combination No = 3
ress Increase Factor
effective width to resist moment (in) ...plate bending moment (kip-ft )
1.33
L6.25
77 .84
32.65
35. 91
0. 91
fb (ksi
Elc ( ksifb/tu ....
Anchors
Max. Shear 0.00
Max. Tension (kip ) ..... 3'1 .I2 Anc. No = 1
Bearing
Controlling Load Conlcination No - 3
Allowable Bearing Pressure (ksi I ....
Max Bearing Pressure (ksi ) ....
DIAGRAM:
Conbo No = 5
3.12
3.25
* x(in) Y(in)1 -10.t3 0.002 10. 13 0.00
3 -10. 13 5. 13
4 10.13 5. 13
5 -10.13 -5.136 10. 13 -5. 13
PL 26.25 x 16.25 x 3.25 (in)
- ! l/2" A449 Anchor Bolts
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ETAES v7.15 File: 2683108 KiF-h Itnits PAGE 1
,tuly 11. 2001 1l:25
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No 0.000
lo 0.000
No 0.000
No 0.000
lo 0,000
No 0.000
No 0.000lro 0.000
No 0,000
No 0.000
No 0.000
No 0.000
No 0.000
[o 0.000
tlo 0.000
Io 0.000
No 0.000
No 0.000
No 0.000
No 0,000
No 0.000
No 0.000
No 0.000
No 0.000
No 0.000
No 0.000
{o 0.000
No 0.000
No 0.000
No 0.000
No 0.000
No 0.000No 0.000
llo 0,000No 0.000
No 0.000No 0.000
No 0.000
No 0.000
No 0.000
No 0.000
No 0.000
No 0.000
No 0.000
No 0.000ro 0.000
I
I
I
I
I
I
I
I
I
I
t
t
I
I
I
T
I
I
I
5
6
6
5
6
8
I
8
I
5
I
6,
b
6
5
6
Ratio
0.2t2
D
6
o
1
I
I
9
oI
'9
9
5
f,
)
5
4
5
i
5
5
1
7
1
q
'l
0
l0
I
10
1
7
9
0
u
9
0
{
7
1
I
t
I
I
I
I
I
I
I
T
I
t
t
I
I
I
I
SECIND
sE&ND
sEcouD
9EcoltD
sEcorD
SECOND
sBcsrD
SE@ND
SECOND
SECOND
s8coND
sEcoliD
SECOND
sr4o D
sEcollD
SEOOND
sEcoltD
SECOND
SECONI)
sEc0ND
SECOND
sEmltD
sEcoxD
SECOND
SECOND
SECOND
SECOND
sEcollD
sEcol|D
SECOND
SECONID
SECOND
s8c0ND
sEcolrD
SECOND
SECOND
SECOND
SECOND
SECOND
sEcorD
sE@ND
SECOND
SE@!ID
SECOND
to||3
8599 nl2xlt 50.0008598 fil2t(l{ 50.000869? nl2xlt 50,000
8716 nl2r(1{ 50.000B?15 r12X1{ 50.000B?50 n6x25 50,0008?56 n15X25 50,0008?57 i16x25 50.000Bl?1 m6I25 50.000B??0 n5x25 50.000
8781 rl2x14 50,000B?85 r12x14 50.000
8?88 rfl2xlt 50,000
B?85 n12X1{ 50.000B?8? fl12x1{ 50.000
B?89 nzxl{ 50.000B?90 rt2x14 50.000
8791 n12X14 50.000
8192 n12X14 50.000
8795 ir2xr4 50.000
R191 n12x1l 50.0008802 ra12x1{ 50,000
8803 nl2x14 50.000
8817 n12X14 50.000
8818 fl12x19 50.000
B82L n12X1{ 50.0008,822 n6x25 50.000
8809 tr12x19 50.000BE25 m8X55 50.000
8828 Fl2X1t 50.000
8829 rl2x19 50.0008832 r12X14 50.000
8833 n12xl9 50.0008836 rfl2xl{ 50.000
8837 r{r2x19 50.000B8{0 n12X19 50.000
8041 rfl8x55 50.000
8844 [18X55 50,000B8{5 r{16X25 50,000
8848 n18X55 50,000B8r9 rfI6X25 50.000
8860 W12X1{ 50.0008883 n2X14 50.000
8884 rfl2x14 50.000
8884 tr12x14 50.000
0.750
0. ?50
0.750 -
0.?50
0.750
0.750
0.?50
0.750
0. ?50
0.750
0.750
0.?50
0.750
0. ?50
0.?50
0.750
0.150
0.750
0. ?50
0.750
0.?50
0.?50
0.?50
0.750
0,750
0.?50
0.?s0
0. ?50
0. ?50
0.750
0.750
0.?50
0.?50
0.750
0.750
0.?50
0.?50
0.?50
0.?50
0.750
0.?50
0.750
0. ?50
0.750
0.?50
lro 0,000No 0.000llo 0.000lo 0.000lLo 0.000lro 0.000Iro 0.000llo 0.000No 0.000tlo 0.000[o 0.000llo 0.000No 0,000uo 0.000llo 0.000lro 0.000lro 0.000No 0.000No 0.000llo 0.000No 0.000lo 0.000llo 0.000r&o 0.000llo 0.000llo 0.000No 0.000llo 0.000lro 0.000No 0.000No 0.000lro 0.000No 0.000l|o 0.000llo 0.000No 0.000tlo 0.000No 0.000No 0.000No 0.000No 0.000l{o 0.000ro 0.000No 0.000l{o 0.000
ETABS 17.16 FiIe: 2583108 Kip-j,a Units PAGE 2
July U, 2001 1,1r25
AISC-ASD8g Coqosite BeaD Design Sholt Forn output Bean label: 816 Story: L0n3
Basic Bean Infornatlon
Bean label; 816 Story: IOn3
ihoent Design ha:i: 0.00
Shear Design
Ty?e CoEbo
final I€ft DCUPS2
tinal Righr DcuPs2
Oversrites: No
Fb 1/3 Pactor
33.000 Yes
Shor€d; No
PDa:i Conbo r NA
?ype Conbo Location U
FinaL gos DCUPS2 BotFlange 2141.173
fb
25. ? 81
Ratio
0.?81
Bl.ock V0K 21.{8oK 21.48
fv Fv 1/3 Fastor1.219 20.000 Yes4,249 20.000 Yes
ETAES v7.15 File: 2683108 Kip-in Unlt! PAGE 3
JuIy U, 2001 14:25
I
I
I
I Story: IOll3
I
I
I
T
t
I
I
I
I
AISC-X!D89 Coqositc Bea! Derigr Short For! Ottput Eras !eb6l: BZI
BaEic Bea! Infomatlon
tadeDt Design har: 0.00 hax Cobo: tlA
Type Codo l.cation M fb tbrllal Pos DCt{Ps2 BotPlarye 183.009 8.0t9 33.000
Sh€a! De8lgn
fype Cmbo Block v fv Fv
Final LGft DCllPS2 OK ?.91 3.6a7 20,000
Sinal f,ight DCUPS2 o( 7.91 3.594 20.000
EIIBS v7.16 File: 2683108 Kip-i! l'nit8 PAGE {
JuIy 11' 2001 U:25
AISC-ABD69 C@osite Bean D€sigr Short FolE Ortput E€ar Label: 822
Basic EeaD lnfonation
1,/3 Factor
Ier
Rrtio
0.2t4
1/3 Factor
Yes
Story: l{n3
Ratio
0.182
0.180
l&nt Desiqn Pnax: 0.00 P!|a C@bo: ltA
Typa Cdbo Iocation U fb
Flaal pos DCI{PS2 BotlLarlge 183.009 8.0t9
Shear Design
TyF C@bo Elock
Flnal Left DCUPS2 0K
Ftlal Rlgirt DCI{PS2 OK
Fb
13.000
v fv Fe l/3 Factor?.91 3.547 20.000 Yes7.91 3.594 20.000 Yes
1/3 Factor Ratio
0 ,244
Ratio
0.24 4
Ratio
0. 182
0.180
E?ABS e7.I5 rl1e: 2683108 Kip-in Units PAGE 5
JuIy 11, ?001 14:26
AISC-ASD89 Coq)osite Beu Design Short For! O.ltput Eeao fabel: 823 Story: lO{3
U@trt DeslEr P[e:r: 0.00 Pna)i CoDbo: NA
type Coobo . location M fb Eb
Fi.nal. Po! DCI{PS2 EotFlange 183,009 8,0{9 33.000
Ratio
0.ls2
0. 180
1/3 Factor
Block
OK
OK
I
I
I
I
I
I
I
I
Sherr Delign
fype Conbo
Final l€ft DCUPS2
Final Rigbt DCUPSz
tloent D€sign
Ty?e
Pinal Pos
Shear Design
v fv Fv 1/3 Factor7.91 3.647 20.000 Yes?,91 3.59{ 20.000 Ycs
ETIBS v?,16 File: 2683108 Kip-in Units PACE 5
July 11, 2001 14:25
AISC-ASD8g Coryosite Bean Desig[ Short For! Output B.an rabel: 82{ Story: IOtf3
Ballc Bea! Inforoation
hanr 0.00
coDbo Location
DCUPS2 BotFlange
ha:i Colbo: llA
Mfb183.009 8.0a9
Fb l/3 Factor
33,000 Ies
Ratio
0,244
Vfe7.9t 3.64?
?.91 .3.59{
FY l/3 Factor
20.000 Ye!
20.000 Yes
I
I
ETA8S v7.16 8i1e: 2683108 Kip-in units PA68 ?
,tuly 11, 2001 1{:26
AISC-ASD89 cqosite 8ea! Dcsign Short Eom Ortput Eear label: 829 Story: IOW3
ItE€ C@bo Blocl
8i.tral Left DcuPs2 0K
Final Rigbt DCUPS2 0K
Basic Eeae rnfornation
MoDent Design hax: 0.00
Type codo Loc.tion
Fj.nal. Pos DCUPS2 BotFlanqe
Shear Deslgn
Type corbo Block
Sinal Lelt Do.lPSz 0K
Final Right DcMPs2 0K
Balic Bean Intonation
uonent oesign Plax: 0.00
Type C@bo locatlon
Final Pos DCuPsz BotFlange
Shear Delign
lype Coobo Btock
FlnaL I€f t t)alPs2 OK
Firal Right DCUPS2 ol(
ETABS v?.16 FUe: 2583108 Kj.p-in Units
.tuly 11, 2001 14:26
Basic Been llforuation
Uosent Design ha:i: 0.00
Type Conbo location
Final Pos DCtlPSz EotFlange
Shear Design
Iype Coobo Block
Final left DCllPS2 OK
Final Right DCUPS2 0K
ETABS v?,16 File: 2583108 Kip-ir Units
July 11, 2001 14:26
Rrtlo
0.182
0.180
Ratio
0.231
I
I
t
I
I
I
I
I
I
t
t
t
t
T
I
I
I
ha,! Coebo: IA
Mfb
1?3.437 1,629
Vfv
?.50 3.487'l.50 3.551
Pna:i CoDbo: NA
Mfb
1?3.43 r 1.528
Pna:{ Conbo: tO
ufb
1?3.43? 7 .628
Vfv
/.
'U
J.JJI
7.50 3.487
$ 1/3 Factot
33.000 Yes
E1ABS v?.15 Fil6: 2583108 Kip-ir Units PAGE I
JuIy 1r, 2001 1l:25
AISC-ASD89 Coqosite BeaD Deslgn short For! Output Bean Label: 830 Story: Kll3
lv 1/3 Pactor20.000 Yes20,000 Yes
Fb l/3 Pactor
33.000 Yet
Ratlo
0.1?4
0.1?8
Ratto
0.231
vf?
?.50. 3.4877.50 3.551
PAGE 9
Fv 1/3 Facto!20.000 Yes20.000 Tes
Ratio
0.1?4
0,178
Ratio
0.231
AISC-ASD89 Cmposite Bean Design Short Forn output Bear Label: 831 Story: L0fl3
Fb 1/3 Factor
33.000 Yes
Fv 1/3 tactor
20.000 les
20.000 Yes
Ratio
0.1?8
0.17{
AISC-ASD8g Corposlte Bea! DesiED Short For! output Bean Label: 832 Story: 10fl3
I
I
I
I
I
Basic Be.D lDfolDatlotr
Ucnt Deligr har:0.00
1!?r Co6o l,ocatioo
FiDaI Pos DCHPS2 Botptanqe
Shear D4ign
lype CoEbo Block
Floal Left DCIIPS2 0K
FiDal Riqht DCUPS2 0K
EflBS v7.16 File: 2583108 Kip-in Units
July 11, 2001 l{:25
Ballc gcan ltrfomation
!l6a[t De5ign hax: 0.00
Type Cdbo Iocatioa
Flnal Pos DCr,iPSz Bottrlange
Sheu D!3ign
type CoDbo Block
final l€ft DCUPS2 OK
Flnal Right DCHPS2 0K
EflUS v7.16 file: 2583108 Kip-in 0nits
firly 11, 2001 U:25
!V 1/3 Factor Ratio20.000 Yes 0.35220.000 Yrs 0.3{5
hax Coubo: lIA
ll
173.43?
fb
1.625
Ratl0
Rrtio
0.1?8
0.17{
Ratlo
0.?98
6 1/3 9actor
33.000 Ye3
Fv 1/3 Fector
20.000 les
20.000 Y!!
t
I
I
I
AISC-ASD89 Coqosite Bear Design Sholt FolE Output Bean !ab€I: BO?7 Story: IOn3
vIv
7.50 3.5517.50 3.487
PAGB 11
Pnax ColDo: tO
ufb812.650 26.319
Fb 1/3 Factor
33.000 Yeg
Vfv
14.85 ?.032
1{.85 6.905
PAGE 12
C@bo Block
DCUPS2 0K
I
I
I
I
I
I
I
I
I
I
NSC-ISD89 Coeosite Bean Design Short tort! Output B.ar Label: 837 Stoly: IOfl3
Basic Bcatr Inforriati. on
l{coent Deslgn
rj?e
Final Pos
Poa\:0,00
Cotrbo Locatiol
DCllPS2 BotF]ange
Block
OK
OK
P[a:i Conbo: Nl'
Mfb
141.093 6.206
lb 1,/3 Factor
33.000 Yes
Ratio
0.188
ETABS v?,15 File: 2683108 Kip-i,r Units
JuIy ll, 2001 U:26
AISC-ASD8g Coryosite Beo Design Short ForD Output Bean LabeL: B3e Story: t0fl3
riooent DeslEn Pna:i:0.00 Pna:i Corlbo: IA
She.! D€si.gn
Typ! Conbo
Firal I€ft DCtlPSz
8lna1 Rlght DCMIS2
Slteaa Des j.gn
TYPE
FhaI Left
Fv 1/3 Factor
20.000 Yes20.000 Yes
6.86
6.8 5
PAGE T3
fv
2.992
2.992
fv
2.0'tr
Rati.o
0.150
0.150
lype C@bo location M
Final Pos InPS2 BotFlange 97.663
4.i5
Fv
20.000
Rat io
U.IJb
Rati.o
0.104
fh Ft
4. s0{ 33.000
1/3 Factor
Yes
1/3 Sactor
Yeg
Fin l &igbt DCUPS2 0l( l.?5 2.0?l
emBS v?.1.6 FiIr: 2583108 Kip-in orits ptGE 1{
July 11, 2001 14i26
20.000 Y.s 0.101
Ratio
0.{05
I
I
I
t
I
I
I
I
I
I
T
t
t
I
I
t
I
I
I
AISC-ISD89 Coqosite Bean Derj.En Sbolt Fo!! Ottput Bean Lab€l: 816 Stoly: SECoND
Basic l€a! Iltfomatioll
l,to!e[t Deslgn Paax: 0.00 hax Cdbo: ttA
lype Conbo Location x fb
Final Pos DCl.tPsz BotFlang€ 1651.863 13.376
$ 1/3 factor
33.000 Yes
Shear Design
Typr Codbo Block V
Final l€ft DCUPS2 OK L6.92
Final Right DCUPS2 0K 15.92
ETABS v?,15 file: 2583108 Kip-in 0nits PACE 15
JuIy 11, 2001 Ll:25
2.395
2.395
lv 1/3 Factot20,000 re!20.000 leg
Ratio
0.120
0,120
AISC-ASD89 C@ositr 8ea! Design Short Folo Ortput Bea! Label: B2l Stoly: SECO D
Basic Bean InforDation
Mmeot Design PDax: 0.00 pna)i Colbo: llA
type Coobo Iocation U &
Final Pos DCUPS2 EotFlange 126.858 5.580
Shear Design
lype Corbo Block V fv
Flnal left DCI{PS2 OK 5.49 2.550
Final Rlght DCUPS2 0K 5.{9 2.539
EIAES v7.1.5 Eile: 2683108 Kip-in Uoits PAGE 16
July lt, 2001 1{:26
Type CoDbo Location H fb
Final Pos DC}|PS2 BotFlange 126,858 5.580
Shear D$ign
type Codo Block v fv
Fi.nrl. left DCUPS2 OK 5.49 2.550
Flml Right DCUPS2 0K 5,49 2.539
EIAIS v7.16 F1le: 26E3108 Klp-irl units PAGE 17
July 11, 2001 14:25
AISC-ASD8g Coqosite Bean Delign Short Fom Output Bean label: 822 Stoly: SEmND
Xonent Design hax: 0. 00 Pna!: Conbo: NA
lb 1/3 factor
33.000 Yeg
lv 1/3 Factor
20.000 Yes
20,000 Ye3
Fb 1/3 Factor
33.000 Yes
Fv 1/3 Factor
20.000 Yes
20,000 Yes
Ratio
0. 169
Ratio
0.169
Ratio
0,128
Ratio
0.128
0.r27
AISC-ASD89 Conposite Bean Delign Sholt Forn output Bea! Label: 823 Story: SECoND
Easic Bean Infodation
Mooent Design htai:: 0.00 pna]i Conbo: NA
type Conbo Locatlon u fb lb 1/3 Factor
Rat io
0.128
0.121
I/3 Eactor
I
I
I
I
l
I
I
I
I
I
t
t
Filal, gos DCUPS2 BotFlang€ 125.858 5.580 0.159
Shear Desigl
fype Conbo Block V fv fv 1/3 Factor Ratio
Filal Left Dcr,rPs2 0K 5.49 2.550 20.000 yls 0.128
Final Right DCl,lPS2 o( 5.{9 2.539 20.000 Yes 0,127
ErAss v?.16 File: 2583108 Kip-in uDits PAGE 18
.tuly 11, 2001 1{:26
AISC-AI|D89 Coqosite Bea! D€sj,gn Short Fo!! Output Bea! Label: 824 Story: SeCo!|D
Basi,c Bean Infomation
ffmeDt Design
Type
Fbal Pos
UoBent Design
Tyle
Final Pos
Pnax: 0.00
C@bo locatiol
DclIPS2 Botflange
Paax: 0.00
Cmbo locatioo
DCllPS2 BotFlange
Pnari:0,00
Conbo Location
DCMPSz SotFlarge
Pras coDbo: M
ufb126.858 s.580
P[a!: Conbo: l|A
ufb720.244 5.289
rb l,/3 Factor
33.000 Yes
Fh
33.000
Rati0
0.169
Shear Dcsiqr
Type Corbo Block V
Firal l€ft DCllPS2 0K 5.19
rinal Right DCllPS2 oK 5.49
EXIAS v7,15 FiIe: 2583108 Kip-in tnits PAGE 19
,tuly 11. 2001 Ll:26
fv Fv L/3 Factor2.550 20.000 Yes2.539 20.000 Yes
AISC-ASD89 C@osite Bean Design Short Eoro Output Bea! Label: 829 Story: SECOND
Basic B€a[ hfolration
8lock
OK
OK
| ilf;',1]'l3,itl;:22583108
KiP-in units
Shear Design
lype Cotbo
Fitral left DCUPSz
Final Rigbt DCUPS2
Uonent D€sign
tyPeFilrl Pos
Fv 1/3 Pactor
20.000 Yes20.000 Yes
5.20
5.20
PAGE 20
5.20
PAGE 21
Ratio
0.160
Ratio
0. 123
0. 121
fv
2.462
2 .4t',1
fit
2.462
2.4L1
I AISC-ASD8g Cooposite Bean Desrgn Short Fom output Bean lrabel; 830 Story: SECOND
t Baslc E€a! hfornaEron
I
I
I
I
I
!hai: Conbo: M
ufb120.244 5.289
Fb l/3 Facto! Ratio33.000 Yes 0.160
Shear DeEign
fype Conbo Elock
Final left DCUPS2 0K
Final Riqht DCUPS2 oK
ETABS v?.15 rile: 2683108 Kip-in Units
July U, 2001 1{:26
Fv 1/3 Factor
20.000 Yes20.000 Yes
Ratio
0.123
0.121
AISC-aSD89 Coqosite Baa[ Derign Short Fon output -B€a! label: 831 Story: SECoND
Basic Bea! Infomation
I
I
I
I
I
t
shea! Design
T!p. C@bo Block v
Flnal Left DCtlPS2 oK 5.20
rilal Right DCIIPSZ 0K 5.20
EIABS v7.16 F1le: 2583108 Klp-ir units PAGE 22
July 11. 2001 1{:25
Basic BeaD Infornation
ldrDent Desigr Erax: 0.00
Typc Cmbo Location
Final Pog DOlPs2 BotFLange
NSC-ASD89 Co@osite 8eatr Design Short Fo!! output Bea Label: 832 Story: SECOLD
lhrcnt Desl$l
Type
FinaL Pos
Monent Design
TyPe
Fina] Pos
hax:0.00
Coobo lJocation
DCUPS2 BotFlalge
hax i 0.00
. Conbo location
DCUPS2 EotFlange
har C@bo: IA
Mfb120.241 s.289
lb l/3 Pactor
33.000 Yes
Fv 1/3 Factor20.000 Y€s
20.000 Yes
2.4t'l
2.462
!v
2.4\1
2 .452
4.8?8
4.818
Rat io
0.160
Ratio
0.121
0.123
Ratio
0.150
Rati0
0.?15
I
I
I
I
I
I
hax co[bo: A
ufb
120.244 5.289
1/3 Eactor
Yes
Shear Design
lype Co@o BLock v
tiral left DCUPS2 oK 5.20
final Riqht DCuPs2 0K 5.20
EIABS v?.15 File: 2583108 Kip-in onits PAGE 23
July 11, 2001 11325
Fv l/3 Factor
20.000 YEE
20.000 Yes
Fh
33.000
Fb 1/3 Facto!
33.000 Yes
Ratlo
0.123
AISC-ASD89 Coryosite Bean Desig! Short For:d output Bea! Label: 88?? Story: SECOID
Basi.c BeaD Inforratlon
ilooent Desj.gn haji: 0.00
type Coobo Location
Filal Pos DCllPS2 BotFlange
Shea! DesrEl
Type CoBbo glock
Sinal Left tgPs2 0K
Final Right DCXPS2 0K
ETA8S v?.16 8i1e: 26E3108 Kip-itr Uni.ts
JuIy lI, 2001 U:26
P[a.: CoDbo: NA
Mfb
563.112 23,511
v
10.30
10.30
PAGE 24
Ratlo
0.2t{
0.2{{
Fv l/3 Factor20.000 Yes20.000 Yes
I
t
I
T
I
T
I
AISC-ASD89 Coryosite Bea[ Design Short Fortr Output BeaD label: 83? Story: SECOI|D
Basic Beatr Infornation
Poax Conbo: NA
Mfb
9?.811 4.302
Fb 1/3 Factor
33,000 Yes
Ratio
0.130
l/3 Factor
Yes
I
I
I
I
I
I
I
I
I
I
I
I
I
I
l
I
I
I
I
Shear Des j.gn
ty?€ CoDbo Block V
Final l€ft DCMPS2 0K 4.?5
Finll Riqht DCllPs2 0K {.75
ETABS v7.r5 File: 2683108 Kip-ir thits PAGE 25
Jbly 11, 2001 14:26
Easi.c Eean Infornation
lhnent Design Pnax: 0.00
Type CoDbo tocatlon
Final Pos DC Ps2 BotFl.ange
fv
2.071
2.07 4
hlx C@bo I NA
lf fh
92.144 t.053
fv
1.951
1.951
Fv 1/3 Facto!20,000 Yes20,000 Ye3
Satio
0.104
0.t01
AISC-ASD89 Co@olite Bea! Derign Short FoIr Output Bsa! L,abel: B3B Stoly: SECOND
Shea! Design
lype CoEbo Blocl V
FinaL Left DQ.iPS2 0K 4.48
Final Right DCIIPS2 OK {.48
EIABS v7.16 File: 2683108 Kip-in ttnits PAGE 26
July 11, 2001 14:25
Fv l/3 Facto! Ratio20,000 Yes 0.098
20.000 Yes 0.098
Eh
33.000
It 1/3 Factor
33.000 Yes
Rat io
0.123
Ratio
0,539
AISC-ASD8g Coqosite Beatr Design Short Fom Ortput Bcan Lab€l: 841 Story: T8BEE
Baslc Eaar InforEation
She|! Design
It?e C@bo BLock V
FiDal left DCUPSz 0K 20,18
Final Right DCUPS2 oK 19,82
EIABS v?.16 FUe: 2683108 (ip-in Units PAGE 2?
July U. 2001 14:26
u@€nt Design
rype
Plnal Pos
Mooent Desj.gn
Type
Final Pos
shear Design
Iype C@bo Block
tlnal Left DCMPSz 0K
Final Riqht DCUPS2 0K
Dary No 4.00t 4.421
Pnai: 0.00 pnax CoEbo: NA
CoDbo Locati.on !f ft
DClrPS2 BotFlange 18?4.560 21,091
fv
3.519
3.515
hat: 0. 00 ha:i Coebo I NA
Coubo locatlon M fb
DCUPS2 BotElange 2583.653 24.296
Fv 1/3 Factor
20.000 Yes
20.000 Yes
Ratio
0.1?9
0.176
Ratio
0,736
AISC-ASD89 C@osite Bea! Design Short foro output Bean Labe]: 842 Story: nIREE
Basic BeaD Infoloation
rb 1,/3 Facto!
33.000 Yes
25.'tt
z5,JU
fv
4.133
r.133
Ratio
0.20?
0,20?
t\r 1/3 Factor
20.000 Yes
20.000 Yes
ETABS v7.15 File: .2683108 Ki^p-io Units PAGE 28
JuIy 11, 2001 14:26
1 11
AIsc-AsD89 coposite Be& Dcslg! short Fom Ortput Bea! rabcl: Bl3 Story: tlREE
Basic Bea[ hfonation
I
I
I
I
I
I
Shear Desj.gn
ri?e Conbo BlocMv
Final I€ft DCllPSz oK l,l8 1.957
final Right DCUPSz 0K {.48 1.957
EllBS v7.!5 file: 2683109 Kip-in units PAGE 29
July U, 2001 1l:25
llcnt DesiEl
lype
Flnal Pos
hax:0.00
Conbo location
DCUPS2 BotFlange
hax Codo: A
ufb92.268 4.255
Pnar Codo: m
ufb159.318 7.t50
Fb 1/3 Factor
33:000 Yes
fv l/3 Factor
20.000 Yeg
20.000 les
lb 1/3 Factor
33,000 Yeg
Ratio
0.098
0.098
Ratio
0.129
Ratio
0.226
I
I
I
I
I
I
AISC-ASD89 co4osite Bca! De3iqr Short Fom output Bea! label: 85{ Story: tf,REE
Basic Bean Infornatlon
ttornt Deslgn haa: 0.00
Ty?e CoEbo location
Firlal Pos DCUPS2 EotFlange
Shear Design
Type CoDbo Block
Final Lelt DCUPS2 oK
Final Rj.ght DCI{PS2 0K
BTABS v?.16 File: 2583108 Kip-in Units
July 11, 2001 1{:26
AISC-ASD89 Conposite Bean DcaiEl Short ForD' output Bcar label: 865 Story: lf,nEE
Basic Bean Inlomation
vfv1.3? 3.{31
7.32 3.357
PAGE 30
tv 1/3 Facto!20.000 Yes20.000 Yes
Fb 1/3 Factor
33,000 Yes
F, l/3 factor
20.000 Yes
20.000 Yes
Fb 1/3 Facto!
33.000 Yes
fv
3.434
3.357
R.t1o
0.1?2
0.158
Ratio
0.226
Ratio
0.226
Uonent DesiF hax: 0.00
Type Conbo Location
Firal Pos oCuPS2 Botflange
Pnai: Conbo: lO
Mfb
169.3?8 ?.450
Shear Desigtl
Type
Final Left
Final Right
Monent Design
Type
Final Pos
C@bo Bloc}
DC PS2 0K
Dcres2 0K
v
PAGE 31
R!tio
0.1?2
0.168
I
I
I
I
I
I
I
ETABS v?.15 File: 2583108 Kip-j.o Units
JuIy U, 2001 14:26
AISC-ASD89 Coopogite Bea[ Deli,gn Short ForD Output Bear LabGl: 856 Story: IHREE
Basic Sean Ilformation
PDax:0.00
. CoDbo Locati.on
DCUPS2 BotPlange
Pna:i CoDbo: NA
utb169.3?8 ?.450
Ratio
0.t12
0.158
3. {3{
3.35?
I
I
I
I
I
I
I
I
I
t
t
I
t
I
I
I
I
I
Shear Desig!
type Coobo Block v
Sinal left DCUPS2 0K 7.32
Flml Right DCUPS2 oK 1,32
8$8S v7.16 FlIe: 2683108 Kip-In UDirs pAcE 32
,nly 11, 2001 U:26
3. {3{
Fv 1/3 factor20.000 res20.000 le!
nrtio
0.L12
0.158
AISC-ASD8g Coeoslte Bcr! Design Short Soru output Bea! label: 857 Story: 1BREE
Basic Br![ Infonation
lbrelt Dcaigt
tvF
Pinal Pos
hax:0.00
CoEbo l,ocatiotr
oCUPSz Bottlange
har Corbos l|A
ufb
169.378 ?.{50
Ratio
0.226
t AISC-ASD89 Cqosite E€ar Design Short FolD Output Bear Label: B?3 Story: tgtEE
It Easlc 8ca! rifonarron
Shear Desiga
Type Cmbo Block vtiml left DcuPS2 0( 1,32
Final Right DCU?S2 oK 7.32
EnBS v7.16 File: 2683108 Klp-in Udts pAeE 33
ituIy u, 2001 u:25
$ 1/3 Factot33.000 Yes
FY 1/3 tactor
20.000 Y€s
20.000 Yeg
$ 1/3 Factor33.000 YcE
fir Fv 1/3 Pacto!
4.105 20.000 Yes
{.080 20.000 Yes
ll@e[t Desig!
rv?e
Final. Po!
ll@ent DesiEn
ly?e
Final Pos
shear Desigin
type c@bo Block
Flnal. Left DCUPS2 0K
Fj.nal Rigbt DCllPS2 0K
EIABS v7.15 File: 2683108 Kip-in Units
,tuly U, 2001 14:2,
hax: 0.00 PDax CoDbo: llA
Conbo Location M fb
lcuPs2 EotFlange 2115.786 20.288
ha:i: 0. 00 PDa-i: Cmbo: NA
Conbo Location t{ fb
DolPs2 BotFlange 2115,?86 20,288
Rati.o
0.615
Shear DesiEr
lype cobo Block v
Fi.nal Left DO'18S2 OK 21.59
tiDal Rlght DOIPS2 OK 2I.69
EIABS v7,16 FlIe: 2683108 Kip-in units PAGE 3{
JuIy 11. ?001 14:26
Ratio
0.205
0.204
AISC-ISD89 Cooposite Bean DesiEt Short Forn output Bea! Labet: 869 Stoly: IIREE
Balic BelE Infonation
Fb 1/3 Factor
33.000 Ycs
Ratro
0.615
21.59
PAGE 35
fv
4.105
4.0E0
Fv 1/3 Factor
20,000 les
20.000 Yes
Ratio
0.205
0.204
AISC-ASD89 Coryosite 8sa! Dcsigt Short fora O$put Bea! Lrbrl; 870 Story: tER88
Easic Bea[ Infomation
T
I
t
I
l
I
Hsent Deslgtr
tyPe
Final Pos
Sh.ar DesigD
Type C@bo
Finat Left DCUPS2
Floal Right Dct{Ps2
EtABs v?,16 Pile: 2683108
July u, 2001 u:26
hsx: 0.00 hax Conbo: NA
Co@bo location lt !b
DCllPS2 SotFl.rnge 2115.?85 20.288
Block v
0K 21.590x 21.59
Ki.P-in gnits PAGE 36
4.105
{.000
R,lt10
0.515
Ratio
0,51s
Ratio
0.628
6 1/3 Factor
33.000 Yee
11, 1/3 gactor
20.000 Yes
20.000 Yes
Ratio
0.205
0.201
AISC-ASD89 Coryosite Bean D€sign Short Fo!! Ortput Bea! Lab€lr 871 Stoly: TfiREE
MoDent Desisn hax: 0,00 goar Co[bo: tlA
typ. Conbo Iocation l{
Final Pos Ir PS2 Botflange 2115.?86
Shear Design
TyF Conbo Block V
Final. left DCl,lPS2 OK 2L.59
Fj.nal Right DCllPs2 0K 21.69
EIABS v?.15 FiIe: 2683108 Klp-in Units PAGE 3?
JuIy 11,2001 1{:25
Shea! Drsigt
Type Cmbo Blocl V
Flnal Left DCllPS2 0K 25.02
Fj.nal Rigbt DCllPS2 0K 25.02
ErAgS v7.15 File: 25831.08 Kip-in Units PAGE 38
July 11, 2001 14:?6
20.288 33.000
F, 1/3 Factor
20.000 Yes
20.000 Ye3
l! 1/3 Factor
33.000 Yes
1/3 facto!
Ye3
t
I
I
I
T
t
fv
{.r05
1.080
Satio
0.205
0,204
AISC-ASDS9 Coqosite Bea! Design Short Fotll Output Eean Label: 8?4 Story: IIREE
Basi,c Beao lltforaation
Monent Design PnaJi: 0.00 Pdant Cotrbo: NA
lype Colbo locatlon M (b
Final Pos DCUPS? BotFlange 2{40.110 20.710
AISC-ASDEg Cotrposlte Bean Design Short For! output Bean Label; 882 Story: TIIRSE
Basic Bean Infomation
fv
4 .1{8
{,153
Ratio
0.201
0.208
Ratio
0. 628
Fv U3 rbctor
20.000 Yes
20.000 Ye!
Fb 1/3 Facto!
33,000 Yes
t
I
I
t
I
T
I
ltooent Design
!ype
Final Pos
Shear Design
Type
hax: 0,00 pnax Co@bo: IA
Combo locatlon M fb
DCIfPSZ BotFlange 2440.110 20,'II8
w l/3 Factor Ratio
I
I
I Finar !€ft Do{ps2 oK zs.oz {.1t8 20.000 yes 0,40?
I Final Right DCxEs2 0K 25.02 1.153 20.000 yes 0.208
ETABS v?.15 File: 2583108 Kip-in Unitr PAGE 39
I tul,y u, 2001 1{:26
I
AISC-ASD89 Coryosite Bean Deliqn Short Forn Ortput Bean label: 883 Story: TEREE
I Basic Bean lDfonationI
I [odetrt De3lgn hax: 0.00 poax coobo I NA
I lype Cebo location l.l fb Fb 1/3 Factor Ratj.o
I FhaI Pos [$Ps2 BotFlange 2{{0.u0 20.?10 33,000 yes 0.628I
Shear Design
I type Coobo BLock V fv !V 1/3 Factor Ratio
Final Left DCUPSz OK 25.02 4.1{8 20.000 Yes 0.20?
Final Right DcuPs2 0K 25.02 1.153 20.000 Yes 0.208
I EIABS v?.15 Fite: 2683108 Kip-in Unirs pAtr 40I July u. 2001 I{:25
I AISC-ISD89 Coryosite 8ea! Design Short Foni Output Bea! Label: BB4 Stoly: TBBEE
r Balic Bea! Inforoation
I tioornt D,esign hax: 0.00 hax Coebo: ilAI
t Tt|pe Coto Locatlon !l fb Eb I/3 Factor Ratio
Final go3 DCUPS2 BotFlalgc 24t0,110 20.1L9 33.000 res 0.620
ll Shear Design
Type Codo Block v fu Fv 1/3 Factor Ratio
I Filal Left lruPs2 OK 25,02 4.1t8 20.000 yes 0.207
I Filal Riqht DcMPs2 0K 25.02 4.153 20.000 yes 0.208
8f,Ais v7.16 File: 2583108 rip-in Units PAGE 41
- J|rIy U, 2001 U:26
II
IISC-ASD89 C@posite Beat! oesign Short Fom Ortput BeaD Label: E?8 Story: TEREE
a Basic Bea InfornatioD
I UoDent Design PDax: 0,00 pna:i CoEbo: l,tA
lype Combo Location M fb $ I/3 Factor Ratio
,) Final Pos DcllPsz BotFlange 196.6{0 8.649 33.000 yes 0.262r
I ' Shea! Itesiqn
t Tlpe cotrbo Block v fv Fv 1/3 lactor Ratio
I FimI Left DCUPS2 0l( 8.50 3.98? 20.000 yes 0.199
Final Rlght DCllPSz 0X 8.50 3.89? 20.000 yes 0,195
I EIABS v?,15 File: 2683108 Kip-in Units PAGE 42
I JUI_V 11, 2001 1{:26r
AISC-ASD89 Co4osite Bean Design Sholt ForD output Beard Labelr 879 Story: TIREEI
I Basic Bean Infomation
Monent oesign hax: 0.OO Pnax Conbo: NAI
I
1/3 Factor
Y€3
Type Coabo
Final Pos DCUPS2
I
I
Shear Desiglr
TI?e Conbo Bl,ocl V
Finar left DcllPs2 0K 8.50
Einal Right DcuPs2 oK 8,50
ETABS v?.15 FiIe: 2583108 Kip-in Units PAGE 43
July 11, 2001 14:26
locatlon
Botflange
M
195. 6,10
11. Dv
.8.5{9
lv
3.98?
3.897
3.987
3.89?
nao
u.ao1
R.tio
0.262
Ratio
0.252
Ratio
0,205
0.205
33,000
Fv 1/3 Factor
20;000 Yc!
20,000 Yes
lb 1/3 Flctor
33.000 Ies
Rrtlo
0.199
0.195
Ratto
0.199
0.195
Ratio
0.199
0.195
I
I
I
I
I
I
l
I
I
I
NSc-AsD89 coqosite Beat! DeslF Short ForD outPut Brar L.bcI: 880 Stoty: TBREE
Basic BeaD Infomation
HoEent Design hax: 0.00
lyle conbo Localion
Final Pos . DC!{PS2 BotFlaoge
Paax Conbo: IA
ufb195.6{0 8.5{9
shear Desiqn
Type Coubo glock v
Final l,eft DolPs2 oK 8.50
Final Right DCUPS2 0K 8.50
Etl8s v7.16 File: 2683108 Kip-in 0nits PIGB 4l
Juty 11. 2001 1{:26
Easic Bea! InforDtion
lheot tlesign hax: 0.00
lype Coobo ldcation
Final Pos DCllPSz Botflanqe
w 1/3 Factor
20.000 Ye!
20.000 Yes
AISC-ISD89 Cooposite Bcrn D€sign Short Forn Ortput Bea! Label: BE1 Story: llREE
hai Conbo: NA
MS
196.510 8.549
Fb l/3 Factor
33.000 Yeg
Shear Deligtr
Type C@bo Block V
Fi.nal Left DC PS2 0K 8.50
Fi.nal Right DCllPS2 0K 8,50
E1A8S v7.15 File: 2683108 Klp-io Units PAGE 45
tuly 11, 2001 t{r26
Fv 1/3 Factor
20.000 Yes
20.000 Ye3
Fb 1/3 Factor Ratio
33.000 Yes 0.705
AISC-ASD89 Cooposite Bea! Desigll Short Fom outPut Bean Lab€l: 886 Stoly: TfiREE
gasic Bea! Infomation
ilonent Desiqn
Type
Fina] Pos
Shear Desrgn
lype
Final L€ft
Final Right
hax: 0. 0 0
Conbo locatiotr
DCl.lPS2 BotFlange
3.98?
3.89?
hax Codo: NA
ufb755.918 23,249
I
t
I
T
I
t
I
Conbo
' DCUPS2
DC PS2
tv
4 .091
{ .091
Block
OK
OK
Fv 1/3 Factor20.000 Yes20.000 Yes
I
I
I 8lA8S v?.16 Filc: 2583108 Kip-in Udts PAGE 16
I July 11, 2001 1{:25
I AISC-ASD89 Coryolite Bear Design Short ForB Output Eean rabel: 88? Story; TIREE
I Easic 8Gs! I[foloatioD
- Mment Dcaiga Pnax: 0.00 Pnax Conbo: NA
I
t fype Coubo Location H fb Fb 1/3 Eactor Ratio
Final Pos truPs2 BotFlange 10{8.856 23.288 33.000 Yls 0.?05
I Shear D$j,gn
I
Ty?e Conbo Block v fv Fv 1/3 Factor Retio
I Flnal tr€ft DcltPs2 OK 15.82 6.218 20.000 les 0.314
I Firal Right DCI{PS2 0K 15.82 5.823 20.000 Yes 0.291
I
BtAss v7.16 FiIe: 2583108 Kip-in Udts PAGE 47
- .tuly U, 2001 1l:26
I!rr AISC-19D89 Coryosite Bean Design Short fom output Bea! Label: BEE Stoly: TXREE
I Blsic Bea! Infornation
I lkoent D$iqn Prax: 0.00 ha:i Conbo: llA
-
Type Conbo location U fb !b 1/3 Factor Ratio
I Final Pos DCMPS2 BotFtange 104?.960 21.293 33,000 yes 0.?06
J
Shear Design
I lype Combo BLock V fv fv 1/3 Factor Ratj.o
I Fina] refr DcuPs2 oK 15.81 5.818 20.000 yes 0.291
Final Rlght DCMPS2 0K 15.81 5.469 20.000 yes 0.213
I EIABS e7.15 File: 2683108 Kip-in Units PAGE 48
I .tuly 11, 2001 14:25
I NSC-ASD89 Coryosite Bean Design Short Forn Output Bean Label: 889 Story: THREE
I Basi.c Beatr InfornaEron
Honent Design hax: 0.00 prar: Conbo: NA
I Type Cebo locatiotr H fb Fb l/3 Factor Ratio
Final Pos DCllPS2 BotFlange 1047,950 23.293 33.000 yes 0.?05
I Shear Design
I ' lype Conbo Btock v fv Fv l/3 Factor Ratio
r Final Lett DCUPS2 0K 15.81 5,818 20.000 Yes 0.291
I Fj.nal Rlght DCMPS2 OK 15.81 5.469 20,000 yes 0,2?3
I
EtlES v7.15 File: 2683109 Ktp-in Units PAGE {9
t
,tuly U, 2001 14:25
a AISC-ASD89 Coqosite Bea! D$ign Short Foln Ortput Bear label: 890 Stoly: I'I|REE
- Basic Bean Infomation
I
I tbleqt Design Pna:i: O.0O Pna.: Combo: NA
Type CoDbo Location M fb fb 1/3 Factor Ratio
I
I
Plnll Pos l)olPs2 EotFlange 101?.960 23.293 33.000 Ye!0.?05
Shea! Design
Type conbo Block v fv tv l/3 factor
Final r€ft tntPs2 o( 15.81 5.818 20.000 Yes
Final Rigbt DCrrPS2 oK 15,81 5'469 20.000 Yes
ETABS t?.16 FiIe: 2583108 Kip-in units PAGE 50
,tuly 11, 2001 1{:26
AISC-ASDE9 ComPosite Bea! DesigD Short Foro Ortput Bea! Iabel: 891 Story: Tf,RIE
Easic B€an l'Ifomation
tloEent Desiqn Plax: 0.00 hax CoDbo: m
fyp€ conbo Location ll fb Fb 1/3 Factor Ratio
rinat ios DcuPs2 BotFlanqe 10{?.960 23.293 33.000 Yes 0.705
Shear DerigD
fype coobo Block v fv Fe 1/3 Factor Ratio
Final Left DCUPS2 oK 15.81 5.818 20,000 Yes 0'291
Fioal, Right DcuPs2 oK 15.81 5.469 20'000 Yes 0'213
ETABS v?,15 file: 2683108 Kip-in orits PAGE 51
July 11. 2001 1r126
AISC-ASD8g coryosite Bean Design sholt 8or[ Ortput BeaD label: B103 Storyr TBREE
Easic Bean Infonation
Mddent Desj.gn Peai: 0.00 PnL'r Conbo: NA
fy?e conbo f,ocation u !b tb 1/3 Factor Ratio
Pinal Pos DctlPS2 Botflanqe 19?9,911 20.111 33.000 Yes 0.630
shea! Design
Type CoDbo Block V fv Fv 1/3 Facto!
Einal Left DcuPSz 0K 19.01 3,3?2 20.000 Yes
Final Rj.ght DCUPS2 OK 19.01 3.312 20.000 Yes
ETABS v1.16 File: 2683108 Kip-in uni.ts PAGE 52
July ll, 2001 11:26
AISC-ASD89 conposite Bea! Design Short 8o!o output Bea[ label: 8105 Story: IHREE
Ba3ic Bean llfonnation
MoEent DesiqD hax: 0.00 ha.: Codbo: NA
Type Conbo Locatlon M fb Fb
Final Pos DCUPS2 BotSlanqe 2588.135 19.032 33.000
Ratlo
0.291
0,213
I
I
I
I
t
I
I
t
t
I
!
I
T
I
I
t
I
I
I
Rat io
0. 169
0. 169
1/3 Factor Ratio
Yes 0.5??
Shea! Design
Type corbo Block
Final Left DcUeS2 0K
Final Right DCUPS2 OK
eTABS v?.16 File: 2583108 Kip-in unitg
July 11, 2001 t{:26
24.86
2{.85
PAGE 53
fv
4.269
4.269
Ratio
0.213
0.213
Fu l/3 Factot
20.000 Yes20.000 Yes
I
I AISC-ASD8g coeositc BeaD Design sbort Fo![ ortput -Bear label: 8105 Story: tEnEE
- Baslc 8ca[ InfomatlonrI lrdeot Design hax: 0.00 Pnax coDbo: l|A
t_ ?ype Conbo Location H fb Fb 1/3 Factor Ratlo
I Flnal Pos DOlPs2 BotPlange ?385.229 19.283 33.000 res 0.50{
a
Shetr Design
I lype C@bo Block V fv Fv 1/3 Factor latioI ftnat l€ft Dctrps2 0K 22.92 3.93G 20.000 yes 0.19?
Final Right DCUPS2 0K 22,92 3.936 20.000 Yes 0.197
I ETABS v?.16 FiIe: 2683108 Kj.p-in units PAGE 5{
I July 11, 2001 1{:26
I AISC-ND89 Coeosite Bea! Design Shorr Folu Output Bean Label: 810? Story: TIREEI
f Easlc 8cr[ rnfomatior
r tlonent Design hax: 0.00 hax Conbo: NA
I fype Cotrbo Location M fb Ib 1/3 Factor Ratio
Final pos DClrPS2 EotFlange 2385.229 f9.283 33.000 yes 0.58{
I shea! Design
tl
type Codo BLock V fv w 1/3 Factor Ratio
- Final Left DCMPS2 0K 22.92 3.935 20.000 Yes 0.197
It Fina] Right DCllPs2 oK 22.92 3.936 20.000 yes 0.19?
I
E|IABS v7.16 File: 2583108 Kj.p-ir Units PAGE 55
Jnly 11, 2001 14:26
I
I AISC-ASD89 C@osite Bean Design Short Forn Ottput Beatr Label: Bt0g Story: TIREE
t- Basic BeaD Infomation
I
I Morcnt Design hd':: 0.00 pna;i combor NA
TIDe CoDbo location M fb Fb !/3 Factor Ratj.o
I rinat ios DCMPS2 BotFLarge 2386.229 19.283 33.000 yes 0.584
!
Shear Design
I lype Conbo Block V fv tv l/3 Factor Ratio
I Fiml left Dorps2 oK 22.92 3.936 20.000 yes 0.I9?
Flnal Rlght DCt{Ps2 0K 22,92 3.936 20.000 Yes 0,197
I EIISS v?.15 File: 2583108 Kip-in Units PAGE 56
I ,ruly 11, 2001 1{126
I AISC-ASD8g ConPosite Bean Design Short Fole output gean Label: 8109 Stoly: lltREE
I Basrc Bean InfonrEtron
.- MoEent Deslgn Pnax: 0,00 has Conbo: lB
I
I Type 'Conbo Location u fb Eb 1/3 Factor Ratio- Final Pos DCMPS2 BotFlange 2386.229 19.283 33,000 les 0.58,1
I
I
sh€a! Deslgn
Iype Corbo Bloct v
8inal. left DCUPS2 0K 22.92
Final Right DCSPS2 0K 22,92
ETABS v?.16 File: 2683108 Kip-in odts PAGE 5?
,ruly 11. 2001 1l:26
fv
3.935
J.
'JO
lv l/3 Factor
20.000 Ye!
20.000 Yes
lb 1/3 Pactor
33.000 YeE
I
t
I
I
I
I
l
I
t
!
I
I
t
I
I
I
I
I
I
Ratro
0.19?
0.197
Ratio
0.193
n lal
AISC-ASD89 Coqoglte Bea! Design Sholt Fom output Bean Labcl: 8110 Stoltr TXREE
Basic Beaa Infornati.on
shear Design
Type Conbo Block v
FiDal left mUPS2 0K 23.!5
rinal Right DCUPS2 OK 23.15
ETABS v?-15 Fj.le: 2683108 KiFin onits PAGE 58
,tuly 11, 2001 14 126
l{onent l}esi.gD
lype
Pinal Pos
llonent Design
Type
fi.nal Pos
Uonent D$ign
!yp€
Fi,nal Pos
Shear Design
type Conbo Elock
Final Left DCllPS2 0K
Final Right DCI{PS2 0K
ETABS v?.16 File: 2683108 Kj,p-in Units
JuIy 11, 2001 14:25
hax: 0.00 ha:i Cmbo: NA
Colbo location H fb
DCUPS2 EotFl.ange 2411. t63 19.2?3
fv
3.868
3.868
Ratio
0.193
0.193
Aatio
0.581
Ratio
0.581
AISC-ASD89 Conposite Bean Design Short Eorn Output Bear Label: B11I Stoly: tf,REE
Basic Bean Infoluation
Ev l/3 Factor
20.000 Yea
20.000 Yeg
Fb 1/3 Factor
33.000 Yes
Shear Desrgn
Type CoDbo Elock v
Final Left DCliPS2 OK 23.L5
Final Right DCuPs2 0N 23,16
ETABS v?.15 File: 2683108 Kip-in Units pME 59
July 11, 2001 14:26
ha\: 0.00 pnai: Conbo: NA
Co[bo Location M fb
DCUPS2 EotFlarge 24IL463 19.273
fv
3.8 58
3.868
!ha:{: 0,00 ha:i Coubo: NA
Coabo Location M fb
DCr,lPS2 BotFlange 2{ll.163 19.2?3
Fv 1/3 Factor20.000 Yes20.000 Yes
!b l/3 Factor
33.000 Yes
Ratlo
0.193
n 10?
nati.o
0.58{
AISC-ASD89 Corposite Bean Design Short Forr0 Output Bea! tabelr gl12 Story: ?!REE
Basrc Beam Ioformation
PAGE 60
fv Fv
3.868 20.0003.868 20.000
l/3 Factor
Yes
Yes
t
I
I
I
T
t
I
I
t
I
I
I
I
t
I
I
I
I
t
AISC-19089 C@osite Bea! Design Short FotD qrtput 8ea! label: 8113 Stoly: ?f,RBE
Ba31c Bea! InfonatioD
U@ant Design Pnax: 0.00 hax Cmbo: XA
tt?r Conbo Locatlon M fb
Plnal Pos DCUPS2 BotFlange 24II.!53 19.273
Sbear Derign
llPe C@bo Bloct V fv
Flml Llt DCnPS2 0K 23.15 3.868
Final light DctlPs2 0K 23.16 3.E68
ETABS v?.16 File: 2683108 Kip-in Units PAGE 61
firly U, 2001 14:26
Mmit Design !la:i: 0.00 ha:r CoEbo: NA
rype Colbo Locatlon M fb
Flnal. Pos DCUPS2 got8lange 2586.125 19.035
Sheu Drsign
Iy?c Conbo Block v fv
Flml Left DCUPSz 0K 24.84 4.118
Flnal Rlght DCr.rPS2 OK 24.81 4.118
EIIES v7.16 file: 2683108 Kip-in Units PAGE 62
JrIy U, 2001 U:25
Itolant DcllEa P[an: 0,00 Pna!: cobbo: NA
type Conbo Location t{ fb
Final. Pos InPS2 BotFlange 2585.125 19.035
Shea! Desigtr
lype CoEbo Block v fv
Final left DcuPs2 oK 24.8{ 4.118
Final Right DCuPs2 0K 24.84 4.118
ETABS v?,16 File: 2683108 Kip-in Uoits PAGE 63
July 11, 2001 1l:25
ilometlt Design Pna:r: 0.00 Pna:! cou6o: NA
l!tre Coubo Lcation H tb
Final Pos
.DcuPs2
BotFLange 2586,125 19.035
Shear Design
Fb 1/3 Facto! Ratio
33.000 Yes 0.58{
fv l/3 Facto! Ratio
20.000 Irs 0'193
20.000 Yes 0.193
AISC-ND8g C@osite Bean Design Short ForD output Bcan Label: BU4 Story: TERBE
Ba8i.c Bea! Infomati,on
Fb 1,/3 Factor33.000 les
Ratio
0.57?
Fv i/3 Factor Ratio20.000 Y.s 0.20620.000 Yes 0.205
AISC-ASD8g C@osite Bean De3ign Short Eorn output Bean Labe]: BL15 Story: TEREE
Basic BcrD Information
fb 1/3 Facto!
33.000 Yes
Rati.o
0.5??
Fv 1/3 Factor Ratio20.000 Yes 0.20620.000 Yes 0.206
AISC-ASD89 Coqosite Eear Design Short Fom Output Bean Label: gU6 Story: lllREE
Basic 8ea0 InforDation
lb 1./3 Factor
33.000 lc!
Ratio
0.57?
lype Coobo
Final Left DolPs2
Final Right DCUPS2
BTABS v1.16 rile: 2683108
.tuly 11, 2001 1{:25
Block v
0K 24.81
0K 24.81
Kip-ln Units PAGE 64
Fv 1,/3 Factor
20.000 Yca
20,000 ree
Ft 1/3 Facto!33.000 Yes
AISC-ASD89 Coryosite Sea! Design Short ForD Output EeaB labcl: B]'l? Story: lflnEE
Baslc Bea! Infonation
r.118
{,118
lv
t.l18
{,118
Ratio
0.206
0,206
natio
0.5?l
I
t
t
I
I
t
I
I
t
I
I
I
I
I
I
T
I
I
I
ll@ent Design
ryPe
Flnal Po8
tyPe Coubo
Final Left DCUPS2
Final, Rigbt muPs2
ETABS v7.16 File: 2583108
JuIy U, 2001 1l:25
hax: 0.00 I'!a)i Conbo: IA
cddbo location M fb
DcuPs2 BotFlange 2586.125 19.035
Bloct v
0K 24.840K 2t.84
Kip-in UDits PAGE 65
Iv 1./3 Factor
20.000 YeE
20.000 Yes
Ratio
0.206
0.206
AISC-ASD89 Co[posite Bean Derign Short Forr output Bean Label: 8133 Story: IBREE
Easic Bea& IntorDation
lh€trt Design
ryF
8lnal Pos
Type Conlo
Flnal Left DCUPS2
tlnal Rj.ght DCuPs2
EIABS v?.15 File: 2683108
July 11, 2001 14:26
P[an: 0.00 PDas cmbo: NA
coubo Iocation lt fb
DCl.lPS2 BotFlange 1918.101 20.953
It 1/3 Factor
33.000 Yes
Ratio
0.535
Block v
0K 2L.4'l
0K 2L,41
KiP-in Uoits PAGE 65
Fv 1/3 Factor
20.000 Ies
20.000 Yel
fv
{.03?
{,032
fv
4 .03?
4.032
Ratio
0.202
0.202
AISC-ASD8g CoDposite Bean Design short Forn output Beao tabel: 8134 Story: TIIREE
Baslc Bean Inforaation
Mo[ent Design
Type
Flnal Pos
Shea! Design
Type
Flnal Left
Final Right
Conbo Block
DCl.rPS2 0K
DCUPS2 0K
haE: 0.00 Pnali Conbo: llA
Conbo Location M fb
DCI.IPSz Eotflange 1918.101 20.953
Fb 1/3 Factor Ratio
33.000 tee 0.635
Fv l/3 Facto!20.000 Yes20.000 Yes
21.4'l
21.47
PAGE 6?
Ratio
0 .202
0.202
ETABS v?.16 File: 2683108 Kip-in units
,tuly u, 2001 14:26
AISC-ASD89 Coqosite Beatr Design Short Fore Ortput Bean Label.: 8135 Story: TEREE
I
I
I
I
I
I
I
sbear Desigr
ty?e Conbo Block v
Flnal. Icft DCllPS2 Ol( 2L.41
Finar Riqht DCUPS2 oK 21.41
ETABS v?.16 Eile: 2583108 Klp-ln Unit! PAGE 68
,tuly U. 2001 U:25
Fv 1/3 Factor Ratio20.000 Yes 0.20220.000 les 0.202
Baric Bea! Infonation
lhdlrt Design Prax: 0.00
TyF Cdo location
Final Pos DCI{PSz BotFlange
hax Corbq: NA
ufb1918.101 20.963
lb 1/3 Factor33.000 Yeg
Fb 1,/3 Factor
33,000 Ye3
fv
t.031
4.032
r.03?
t.032
Ratio
0.635
Ratio
n 6?q
AISC-ISD8g Coryosite Bean Desi.gn Short ForD output Bear Labet: 8136 Story: IIREE
Bllic Bem Intomation
X@nt Design Pna:i: 0,00
fype C@bo Location
Flnal Pos DCUPS2 8ot!'laoge
Shelr Desigr
lype Colbo Bl,ock
rinal left DCUPS2 0K
FltraI Rignt rsPs2 0K
EttBS v7.16 Flle: 258310E Kip-in Units
tuly 11, 2001 1{:25
AISC-N089 Coryosite BeaD DeEi.gn Sholt Forn Output Bea! label: 8137 Storyr tltREE
Balic Bea! Infornation
Pnat Coobo: LlA
Ifb
1918.101 20.963
I
t
I
t
I
I
I
I
I
I
I
I
27 ,41
PAGE 69
fv 1/3 Factor
20.000 Yes20.000 Yes
Ratio
0 -202
0.202
llouEnt D€sign
?yPc
Final. Pos
liueat Design
ryPe
Flnal Pos
Shea! Design
Type
Pna:;: 0. 00 ha:{ CoDbo: NA
CoEbo Location M fb
DCt'tPSz EotFlange 1918.10r 20.963
Fb 1/3 Factor
33.000 Yes
Itatio
0.635
Shea! Desigm
fype CoDbo Block V
Fina} left DCUPS2 OK 21.41
FinaL Right DCUPS2 0K 21.11
8?ABS v7.16 Flle: 2683108 Kj.p-in Units PAGE l0
ilhly 11, 2001 14:26
fv
{.03?
{,063
Ratio
0.202
0.203
w 1/3 Factor
20.000 Yes
20.000 les
AISC-ASD89 Cdposite Bean DesiEl Short Forn &rtput Bean Label: 8138 Storyr lf,REE
Basic BeBD Infomati,on
gna:i: 0.00 ha$ CoDbo: NA
Cmbo Location tl !b
DCllPS2 BotFlange 1918.10I 20,953
tu 1/3 Factor Rttio
33.000 Yes 0.635
Fv l/3 Sactor
Final left DCllPS2
Fi.nal Riqht DCllPS2
Mooent Desrgn
Type
Final Pos
MoD€nt Desiqn
TyPe
FinaL Pos
20.000
20.000
Fv 1/3 Factor
20.000 Yes
20.000 Yes
Fb 1/3 lacto!
33.000 tes
OK
OK
21,41
27 .4'l
PAGE 71
?r .41
2r.41
PAGE 73
19.?8
19.78
4.03?
4.053
0.202
0.203
f!s
I
I
t
I
I
I
I
T
I
T
I
I
t
I
I
I
I
I
I
EIABS v?.15 File: ?683108 Kip-io Units
JuIy 11, 2001 1l:26
AISC-ASD89 C@posite Bea! D,esiqn short Fot! output Bea Label: 8139 Storyr TlaEB
Basic Bean Infomation
Ptla}: 0 .00 Pmr conbo: A
C@bo l,ocation ll fb
DcuPs2 BotFlange 1910.101 20.953
Ratio
0,535
shea! Design
Type Conbo Block v
Final L€ft DCUPS2 OK 2L.4'l
Final Rj.ght DCl.lPS2 oK 2L.41
ETABS v7.16 File: 2683108 Kip-in Units PME ?2
JuIy 11, 2001 1l:26
4.03?
4.063
Ratio
0.202
0.203
AISC-ASD89 Coryosite Beao Design Short Forn ortput Bean Label: B1l0 Story: TIREE
Basic Bean l[formatioD
hax: 0.00 han Coobo: NA
Conbo Location U lb
DCllPS2 BotFlange 1918 .101 20. 963
Fb 1/3 Factor
33.000 Yes
Rati.o
U. OJ]
shear DesiEl
Type Conbo Block
Final Left DC-I{PS2 0K
Final Rrght DCUPSz 0K
ETABS v7.15 Ftle: 2683108 Kip-in ttnits
July ll' 2001 1,1:25
fv
4.03?
{.063
? ?)n
3.850
Ratlo
0.202
0.203
F\r 1/3 Factor
20.000 Yes
20.000 Yes
AISC-ASD89 Co4osite Bean Design Short Forn output Bean label: Bl.4l stolyr THREE
Basic Bea.n Inf,ornation
Houent Design
Type
Final Pos
Shear Desigo
Type coDbo Block
Final Left DCMPS2 0K
rinal Right DCMPS2 OK
ETAIS v?.16 FiIe: 2683108 Kip-i.n Units
July 11, 2001 l{!26
hax: 0.00 Pna:i CoDbo: NA
Conbo Iocation M fb
InPS2 BotFlange 1761 .220 19.388
fb 1/3 Factor
33.000 Yes
Rati.o
0,588
t'v 1/3 Factor
20.000 les
20.000 Yes
Rat io
0.185
0.192
AISC-ASD89 cooposite Bean Design Sholi fom output
Basic Bear lofontration
Bean label: 8142 stoly: TSREE
1/3 Facto!
feg
I
I
I
I
T
I
I
I
I
l/3 Factor
Yes
I
I
I
I
I
I
I
t
I
Shear Dr'lE r
Type Colbo Elock V
Final l€ft DCI{PS2 0K 19.?8
FiDal Riglt DC}OS2 0K 19.78
EIABS v?.16 FiIe: 2683108 Kip-in Unlts PAGE ?5
tuly U, 2001 U:?6
rhGnt oeliF
Ty?r
Fi-lal Po!
tftrent DesiEl
TyPr
tinal Pos
Sb€ar Delign
?yF coobo
PimI Lett DCUPS2
Fhar Rlght DCllPS2
Ef,ABS "7.15 File: 268310E
,tuly U, 2001 1{:26
har(: 0,00 hax Cdbo: ln
CodoLocation[_fb
DCUPS2 BotFlargc L161.220 19.388
lv
3. ?20
3.850
Pnlx: 0.00 hrx CoDbo: m
Co[bo locatlon l,l fb
DCllPS2 BotFlange 1761.220 19,388
'lv l/3 lactor20.000 Yes
20.000 Ye3
tb
33.000
Natlo
0.5t8
Rati.o
0.186
0.r92
Ratlo
0.588
AISC-18D89 Coqosite E€ar D,esign Short For[ output B€ar rabel: 8143 Story: IIREE
Dagic 8ea[ Infomation
!b 1/3 factor
33.000 Yc!
Block V
oK 19,?8or 19.78
Kip-in Units PAGE ?6
w 1/3 Pactor Ralio
20.000 les 0.186
20.000 vrE 0.192
fv
3.?20
3,850
3.720
3.850
Ratio
0.588
I AISC-A|'D89 C@osite Eeaa Design Short Fo!! Ortput Bea! Lab€l: BU4 Story: tf,REEI
Sasic Bea! Inforration
lhetrt D$iEr
rype
Pinal Pos
lloarnt Design
tyPe
Final Po!
Shear Desig
type
Final Left
Final Right
Pna:r: 0.00 PDa:i CoDbo r ttA
Co@bo Localion M fb
DCMPS2 BotFlange 1761 .220 i9.388
!b 1/3 Factor
33.000 Yes
Shear Drsign
lyp€ Coobo Block v
Pl.nal Left DCI{PS2 oK 19.?8
tj.lal Right DC PS2 0K 19.?8
SIABS v?.16 F1le: 2683108 Kip-in Units PAGE ??
,tuly Ll, 2001 14:26
Fv 1/3 Facto!20.000 Yes20.000 Yes
Ratio
0.186
0.192
AISC-ASD89 Coryosite Bca! oesign Short Ford Ottput Beao Label: Bl48 Stoly: ISREE
Easic Bean Infomation
hari: 0.00
C@bo Location
DCUPS2 EorFlange
P[as Cmbo: m
Mfb733,989 22,439
tb
33.000
Fv 1/3 Factor
20 .000 Yes20.000 Yes
.Conbo
DCMPS2
DCUPS2
EIock
OK
OK
13,22
13.22
4. 966
5.049
Ratio
0. 580
Ratio
0.?{8
0.252
EIAB!i v?,15 File: 2583108 Klp-in Uoits PAGE ?8
July u, 2001 la:25
AISC-ASD89 CoqoElte Bean Design Short Forn Oltput Beas Label: E1{9 Stoly: IIREB
8a3ic Eean InfolDation
Momnt Design hax: 0.00 PEa:( Callbo: ttA
I
t
I
I
I
I
I
I
t
I
I
I
I
I
I
I
I
t
I
?ype Conbo locatlolr M
Final Pos DCllPs2 BotFlange ?33.909
shea! Dcsigr
lype Conbo Block v
final Left DCllPS2 0K n.22
tinal Right DCllPs2 0K 13.22
ETAES v?.15 File: 2683108 rdp-in Units PAGE 79
,Iuly 11, 2001 14 r25
22.439
Ratlo
0.5E0
trb 1/3 Factor
33.000 Yes
tv
4.955
5.0{9
8v 1/3 Factor20.000 Yes20.000 I€s
Ratio
0.248
0.252
AISC-ASD89 Coq)osite SeaI! Desiqn Short Fon Output Baa[ Label: Bl50 Story: TIIREE
Basic Bea[ :nfornatlon
ll@ent Design
?vPe
Final Pos
hat: 0.00
Cmbo Iocatiol
DCllPS2 BotFlange
hat{ CoDbo: m
Mfb
133.989 22.439
Ib 1/3 Factor
33.000 Yes
Ratlo
0.580
Shear Design
TlTe Coobo
Fi.nal left DCMPS2
Fina] Right DCUPSz
EIABS v?.15 File: 2583108
July 11, 2001 14:25
BLock V0K t3,220K L3.22
KiP-in uaits PAGE 80
w 1/3 Factor
20,000 YeE
20.000 Yes
tv
4. 966
5.0{9
fv
{.956
5.0{9
Ratiq
0.248
0.252
AISC-ASD8g Conpolite Bea! Design Short ForE output Bea! Label: 8151 Story: TTREE
Basi.c B€etr Irforrrtion
Monent Design
Type
Final Pos
Poar:0.00
CoDbo location
DCUPS2 SotFlange
Pnax Conbo: NA
t{ fb733.989 22.439
tb 1/3 Factor
33.000 Yes
Ratio
0.680
Shear D€siqn
lype C@bo Elock
Fioal, Left tgPS2 0K
Final Ri.ght DOIPSz oK
sTAsS v7.16 File: 2683108 Kip-j.n Units
Jury 11, 2001 14:25
t3.22
11 )a
PAGE 8I
Ratio
0.24 8
0.252
rv 1/3 Facto!
20.000 Ycs
20.000 Yes
AISC-ASD8g Conposite Bean D€sj.gn Short Forn Output Bean Label: Bl52 Story: IfiREE
Basic Bean Inforoation
Monent Oesign ha:i: 0.00 Pna-\ Conbo: NA
1/3 Factor
teg
Type Cdbo
Einat Po3 DCUPS2
I
I
I
I
t
I
T
I
t
I
I
I
t
Sbear Dsiqn
fype Colbo Block v
Flnal left DCTPS2 OK L3.22
Et!!l Rj.ght DCUPS2 oK L3.22
RIIBS v?.I5 FiIe: 2683108 Kj.p-ir units PIGE 82
iluly U, 2001 r{:26
Iocrtiolr
Bot Flange
Basic E6at! Infonation
Uo.nt D,csi$ hax: 0.00
Type colbo r.catio!
thal, gos DCllPS2 BotFlange
Shcrr Design
tr
{.956
5.0t 9
har C@o: tlA
fv
{. 965
5.049
Puai C@bo: IA
Mfb
733.989 22.439
ll
733.989
fb
22 ,439
fv
{.956
5.019
Pnar: Conbo: NA
Mfb
?33.989 22.439
tl
?33.989
13.22
8.22
PAGE 85
22,439
R.tlo
0.680
R.tio
0.ztE
0.252
Rati.o
0.680
Ratro
0.580
nt l/3 Frctor20.000 Yc!
20i000 Yes
' !b 1/3 Factor33.000 les
E
33.000
Fb 1/3 Factor33.000 Yes
AISC-ASD89 C(qosite Boa! Design Short Foro output 8ea! Label: 8153 Story; IIREE
Tne Coobo Block v
FiDa! l,eft DCllPS2 OK L3,22
Ftnr'l Riqht DCI'|PS2 oK 13.22
BIaSS v7.16 File: 2583108 Kip-in Units ptGE 83
July 11, 2001 1l:26
Fv l/3 Factor Ratio .
20.000 Yes 0.21820,000 Yls 0.252
ESC-ASD89 Coqosite gsar Design Short FolB Ortput Bean ldbel: 8154 Story: tnREE
Brlic 8€a! IDforration
shear DcliEr
Type C@bo Block v
Flnal Left DCUPS2 0K L3.22
FJ'!aI Rlghr DCMPS2 0K !3,22
AnBS v?.16 Pile: 2583108 Kip-in units PAGE 84
JuIy ll., 2001 u:25
l{@ent Desigr
TyPe
Flnal Po3
xctrent Design
TyPe
Flnal Pos
hax:0.00
q@bo location
DCtlPS2 BotFlange
hax:0.00
C@bo Locati.on
DOIPSA EotFlarge
Fv 1/3 Factor20.000 Yes20.000 Yes
fv
,t,955
5.04 9
Ratio
0.2{8
Rati.o
0. 580
Ratio
0.248
0.252
I AISC-ASD8g Coryoslte Beatr Design Sholt Foln output Bean rabel: 8155 Stoly: TIIREEt
Earlc Bea! Iofomatlon
I
I
I
I
I
Shaa! Desiqn
Type Colbo Block
Siral Left DCUPSz 0K
Plnal Right DCUPS2 0K
EIABS v?.16 rile: 2683108 Kip-ir Units
lb 1/3 Factor
33.000 Yes
Fv 1/3 Factor20.000 res20.000 Yes
.tuly U. 2001 U:25
AISC-ASD89 Coryosite Bean Design sholt ForD output Bea! Lab€l: g156 Story: ttREE
Basic EeaD lDfo6atio[
I
I
I
I
I
I
I
t
T
I
I
I
I
I
M@ent D,esj.q[
TyPe
Final Pos
Honent Desiqn
Type
Fi(|aI Pos
hax:0.00
Cmbo Iffation
oCllPSz BotFlange
Poar: 0,00
Cotrbo location
DCUPS2 BotFlange
hax CoDbo: NA
l,r fb?33.989 22.139
lb 1/3 trctor
33.000 Yes
latio
0.680
Shea! Design
Type Coobo Bl.ock v
Firal Left DCUPS2 0K f3.22
Einal Right DCI{PS2 0( 13.22
EIABS v7.16 File: 2683108 Kip-in units PAGE 86
ftIy U, 2001 14:26
fv
4.965
5.049
Ratio
0.218
0.252
Fv 1/3 Frcto!
20.000 Yes
20.000 Yes
!b 1/3 tactor
33.000 Yes
Fv 1/3 Facto!20.000 Ycs20.000 Yes
AIsc-AsD89 corlpositc BeaD Design short Ford Ortput Bean I€bel: 815? Story: ?[REE
Basi.c Bean Infornatlon
lloDent Design hax: 0.00
lype CoDbo Location
Final Pos DolPs2 BotFlanqe
Shea! Design
lype Conbo Block
Fitlal l€tt mUPS2 0K
fj.nal Right DCUPS2 0K
EIABS v7.16 Fit€: 2683108 (ip-i.n Units
July 11, 2001 14:26
ha:i Coobo: A
l|fb
733.989 22.439
13.22
13.22
PAGE 8?
Pnar Conbo: M
ut!?33.989 22.439
fv
4 .966
5.049
Pna:i Conbo: NA
Mfb
?33.989 22.439
Fb l/3 Factor Rati.o33.000 Yes . 0.680
fv Fv l/3 Factor
4.966 20.000 Yes
5.0,t 9 20.000 ves
Ratto
0.2{E
0.252
Ratio
0 ,248
0.252
AISC-ASD8g Corposlte Bcan oesign Short Fom output Bean Labeli Bl58 Story: TIIREE
Srsic Bear llforDation
Shea! Desiqn
Type Col|bo Block v
Final Left DCMPS2 0K L3.22
Final Rj.ght DCUPSz 0K L3.22
E1ABS v7.16 file: 2683108 Kip-in Units PAGE 88
,lirly 11, 2001 U:26
Basi,c Bean lnfornation
lloDent Design hax: 0.00
Type Coobo Location
Final Pos DCI{PS2 BotFlange
AISC-ND89 Composite Bean Design Short For! output Bean Label: 8159 story: TEREE
Rati.o
0,680
nati.o
0.680
I
I
I
t
I
rb 1/3 Sactor
33.000 Yes
I
I
I
I
sbcar De!19n
lype Codbo Bl.oc[ v
Final Lft DCllPS2 0K L3.22
SiDal Rj.gbt DCllPS2 OK L3.22
ETABS v?.15 File! 2683108 Kip-in Itnits PAGE 89
ituly U, 2001 U:25
Fv 1/3 Factor
20.000 lct
20.000 Ycs
Ratio
0.2{8
0.252
- AISC-ASD89 Copolite Bean Design Sbolt roln Ortput BeaD Label: Bl50 Story: IEREE
- Basic Bca! IDforDatiotr
I
fv
4.965
5.0t9
3.276
3.216
Ratio
0.16{
0. 154
Ratlo
0.2? 8
0.288
I
t
I
t
I
I
I
I
I
t
I
I
I
t
l{ccrt De3igtr
tyPe
Fiual Pos
x@rt lreligl
Type
Final Pos
Xdent Design
TYPE
Final PoE
hax Coobo: [A
ufh
400.502 1?.573
Fb 1/3 Factor
33,000 Yes
Fv 1/3 Factor20,000 Yes20.000 Ye5
Enax: 0.00
Coobo location
InPS2 BotFlange
hax:0.00
Cd$o location
Do,lPS2 BotFlange
hax: 0.00 hax Ccmbo: tlA
CoDbo Location M fb
DCI{PS2 BotFlange 1857.265 1.817
Shqa! Deslgn
lypr Corbo Blocl v
Etnal r€ft LcllPs2 0N( 18.69
Firal nigbt DCUPS2 0N( 1?.?5
ETABS v7,15 Flle: 2583108 Klp-in units PAGE 90
.tuly U. 2001 14:25
fv tu 1/3 Factor1.400 20.000 Ir!1.330 20.000 Yes
Ratlo
0.1{?
Ratio
0.070
0.066
I!SC-ASD89 Coryosite Bcr! Design Short Forn Output Bern tabel: 8154 Story; fiREE
Basic Eero lBfonrtion
Fb 1/3 Factor Ratio
33.000 Yes 0.533
Shra! Destgn
Type C@bo Elock v
FtnaL L.!t DCUPS2 0K 7.51
Final Riqht Dcl{PS2 0K ?,51
EIABS v7.15 flle: 2583108 Kip-in units PAGE 91ftly 11,2001 1{:25
AISC-ASD89 Cooposite BeBn Design Short Foln output Bean Label: 8155 story: lllREE
Sasic Bea[ Infor[atj.on
h^ax Conbo: l|A
Mft
6'lr.l'12 28.952
Fb l/3 Factor
45.000 Yes
Ratio
0.6{4
Shear Design
rypc Conbo Block
Einal Left DCUPS2 0K
Final Riqht DCI{PS2 0K
EIABS v?.15 Fite:.2683108 Kip-in Units
July 11,2001 14:25
fv Fv 1/3 Pactor
5,5?0 20.000 Ye!
5.?69 20.000 les
12.09
12.09
PAGE 92
AISC-ASD89 Copolite 8ea! Desiqr Short Por[ Ortput Bean Label: 8155
Ba31c Bean lnfomatiotr
Ument Design Pnax: 0,00 Pnax CoDbo: NA
Story: TBREE
Ratio
0.589
t
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t
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Type Codo Location M
tinal Pos DcUPs2 BotFlange 1??1,519
Sbear Design
Type Corbo Block V
Flnal Left DOIPS2 0l( 19.83
Final Right DCl.lPS2 0K 19,83
EIABS v?.16 File: 2683108 Kip-in tnlts PlcE 93
,tuly 11, 2001 14:25
AISC-ASD8g Coryosite Bea! Design Short Foro output
Easic Bean Infonation
Shea! Desj.gn
Type Coobo Block V
Final Left DCMPS2 oK 20.11
Flnal Right DCUPS2 0K 20.11
ETIBS v?.16 FiIe: 2583108 Kip-in Units PAGE 9,1
,ruly 11, 2001 14:26
AISC-ASD8g Co4osj.te Bcrn Design Short ForE output
Basi.c Bear Iofonation
shea! Design
Tlp€ Collbo Bl.ock V
Fina.L Left DCI{PS2 0K 20,11
Final Rigirt DCUPS2 OK 20.11
EIABS v7.16 FiIe: 2683108 Kip-j.n Units PAGE 95
JuIy 11, 2001 l{:26
uou€nt Design
Type
Final Pos
Shear Design
!v Fu 1/3 Factor3.909 20.000 Ies3.761 20.000 Ycs
sFt19.{33 33.000
1./3 factor
Y€I
fv Fv3.711 20.0003.859 20.000
1/3 Factor
Yes
Yes
Ratlo
0.18 9
0.193
Ratio
0.602
Ratio
0 .195
0.188
Ratio
B€an Label: B?3 stoly: RoOF
il@ent Desiqn Poax: 0.00 Pnar CoEbo: NA
ty?e Coobo Iocation M fb lb 1/3 Sactor
FinaL Pos InilPS2 BotFlange 1967.444 19.858 33.000 Yes
Bean label; 816?story: RoOF
M6eot Design hxi: 0.00 ha'{ conbo: }|A
Type Conbo Location M fb !b 1/3 Factor
Final Pos oCUPSz BotFlange ).96'1 ,444 19.858 33.000 Yes
fv Fv 1/3 Factor
3.909 20,000 Yeg
3. i61 20.000 Yes
Ratio
0. 195
0.188
AISC-ASD8 9 Coryosite Bean 0€sign Short Forn output Eean Label: Bl58 Story: RoOP
Basic Bean Infornation
has: 0.00 ha:i CoDbo: lO
Combo Locatlon M fb Fb 1/3 Sactor
DCl.lPSz BotFl.ange 196?.4{4 i9.858 33.000 Yes
Ratio
Ratlo
0.195
0. r8E
Ratlo
0.195
0.188
Ratio
0.029
0.121
Retio
0.029
0.121
1/3 Factor
YaE
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t
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II
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?n€ c@bo
SiDal Lft 0CUpS2
linal Rlght DCllPS2
BIABS v7.16 rile: 2683108
&ly tl. 2001 u:25
Bloct VoK 20.11oK 20.11
Ktp-ln nnlts PICE 96
lv M/3 F.ctor
- 3.909 20.000 Ycs3.?61 20.000 t€s
NSC-ASD8g Coqosite Bern Delign Short For! Oltput Bean fab€l: El69 Story: R@F
Baric 8eu Inlonatiotl
llmcnt Deslgr haj(:0.00
type co*o Lcatio!
Filal Po! DCUPS2 Bot8lange
Shcar Deligr
lyF c@bo
Flnal left DCllPs2
Final Rj.ght DC}|PS2
BIIBS 17.16 FiIe: 2683108
iluly 1.1. 2001 1{:26
Poat Conbo: lE
Hfb
196?.t{{ 19.858
Block v0( 20.11oK 20.11
Kip-in Units PIGE 97
It l/3 Factos
33.000 Yc!
fv Fv l/3 Facto!3.909 20.000 Yes3,751 20,000 les
Ratio
0.602
AISC-ASD89 Coeosite Bea! Design Short fora ortput BeBD Inbel: B17O stoly: ROO'
B!!lc Eea! fnfolDation
Sherr DesiEl
type coEbo Block v
Fital Left DC}|PS2 0K 3.01
Finrl Right DcUPsz 0K 12.89
BTABS v7.16 File: 2683108 Kip-ln 0!its PAGE 98
'tuly l1, 2001 1l:26
lb 1/3 facto!
33.000 Y.s
fv n 1/3 Factor0.585 20,000 Yes2.412 20.000 Ye!
lhocnt DeliEr
type
Filal PoS
Hodrnt Design
Type
Final Pog
h!x: 0.00
Coabo Iocation
DCUPS2 BotFl.angc
Pnar: 0.00
Coobo location
DCUPS2 SotFlange
hlx Coobo! l|A
Hft598.863 7.611
Ratio
0.231
AISC-ASD89 Coryosite 8ea! D€sign Short Fom Output Bea[ Label: Bg2 Story: ROOF
Ealic 8ea[ IofolDation
har CoDbo I NA
l.r fb598.863 1 .614
t!
33.000
Ratio
0.2 31
Sheat Desigu
Tyle Colbo Block v
Final Lett DOIPS2 0K 3.01
Einal light DCUPSz 0K 12.89
BIABS v7.16 FiIe: 2683108 Kip-in Units PAGE 99
JuIy U, 2001 U:26
AISC-ISD89 Coryosite Bea! Design Sholt Fom output
fv Ev 1/3 Factor
0.585 20.000 Yes
2,4L2 20.000 Yes
Bean label: 883 Story: RooF
Basic Bea! Inlomation
U@ent Design Poax: 0.00
Type Coobo Location
Final Pos DCllPs2 BotFlanqe
hax Codg: NA
lt fb698.853 ?.5t1
Eb
33.000
1/3 Pactor Ratlo
0.231
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T
I
T
t
I
t
I
I
t
I
I
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T
I
Shear Desi.gn
tlDe CoEbo llock V
Flml l,eft oCtlPS2 OK 3.01
Final Right DCllPS2 OK 12.89
ETISS v?.16 FiIe: 2583108 Kip-j.n Unj.ts PAGE 100
JuIy u, 2001 l{:26
Baslc Bear Ilfolaation
tloaent Desiqn Pnas: 0.00
Tlpe CooDo Location
Final Po3 DCllPS2 BotFlange
fv lv 1/3 tactor
0.585 20.000 Yct
2.172 20.000 les
Ratio
0.029
0,121
AISC-ASD89 Coryosite Bea[ Desj.gn Short lom output Beatr label: BEI Story: RoOF
Pea:( Coobo: ilA
Ifb!!
598.853 7.614 33.000
1/3 factot
Yes
natio
0.231
AISC-ASD89 Conposite Bean Design Sholt Fom Output Bean Label: 886 Story: RoOF
Baslc Bean Ilfordatio!
EIABS v?.15 Flle: 2683108 Kip-in Units PAGE 102
JuIy 11, 2001 1{:25
AISC-ASD8g Coqosite Bean Design Short Forn Ortput Bean label: 88? Story: R00F
shear oesign
lype Co[bo Block v
Slnal l,eft DCllPS2 0K 3.01
Final Right DCl,lPSz 0K 12.89
ETABS v?.16 File: 2583108 Kip-in Unlts PAGE 101
JuIy 11, 2001 1{:26
Basic Bean Infomation
lonent Design Pda\: 0.00
Type Corbo Location
Final Pos DCUPS2 EotFlange
shear Design
Type Cosbo Block V
final left DCIPS2 oK 1{.50
Flral Right DCUPS2 0K 1{,50
EIABS v1.16 Eile; 2683108 Kip-in Units PAGE 103
JuIy lI, 2001 14:25
Pnaii Conbo: m
M fb 8b 1/3 Factor950.915 22.158 33.000 Yes
fv lv 1/3 Factor
0.585 20.000 Yeg
2.4L2 20.000 Yes
fr trv 1/3 Facto!5.224 20.000 Yes5.335 20.000 Yes
Ratlo
0,029
0,121
Ratlo
0.251
0.267
Ratio
0,591
AISC-ASD8g Coqosite Bean Design Short Forn output Bean Label: 888 Story: ROOF
Easic Bean Infornation
MoDeat Design Pnax: 0.00 ha:r Conbo: llA
I
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I
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I
Tlle Co[bo
Fiall Po! DCllPS2
Lcation M fb
8otFlatrga 950.096 -22.168
Fb 1/3 Flcto!
33.000 Yes
FY 1/3 Sactor20.000 Yes
20.000 Yes
tb 1/3 Sactor
33.000 Yca
lv 1/3 rador20.000 Yes20.000 Yes
Eb l/3 Facto!
33.000 les
t\r 1/3 Factor
20.000 Yes
20.000 Yes
Ratio
0.690
Ratio
0.251
0.261
Satio
0.590
Rati.o
0.690
Ratio
0.590
Shear Dcli$
ryp€ C@bo Bloct
Elnal Left DCXPS2 0r
FiBd Right DOPS2 oK
Shlar Delign
fyPe Cdbo
Ptral left m PSzfirrl Nght DCUPS2
Shea! Drlign
Ty?e CoDbo
Final LEft DCUPSz
Bloct V fv0K 14.49 5.330oK 1t.49 5,220
Block v fv0K 14.49 5.330
vfe1{,{9 5.3301f.49 5.220
SrtBS v?.15 File: 2603108 Klp-ir tniB prcE 10{
ituly 11, 2001 1{:26
AISC-ND89 Co@oslte BeaD Desiqn short Fom output Beal Label: 889 Story: ROO!
Basle 8ct! rnfoBati,on
!*!t Design h!x: 0.00 prax C@bo: m
. Iype Corbo locatio! u fbfhal Pos DCUPS2 Bottlange 950.096 22,169
EI|ES v7.16 FiIr: 2583108 Kip-in units PAGE 105
Arly U, 2001 U:25
NSC-ASD89 C@osite Bear DesigD Short ForD Output BerD Label: 890 Story: ROOF
Bagic 8ea! Infonation
R.tlo
0.251
Ratio
0.261
0.2 51
llo@nt D€sigr Pnar.: 0.00 hax Coobo: NA
lyp. Colbo location H fb
8i!El Po3 t)o|Ps2 . BotFlange 960.096 22.168
shear DcaiEn
fype Cmbo Elock V fv
Phel L€ft DCllPS2 oK 1{.{9 5.330rinal Ri,ght I)cr|PS2 0K 1{.{9 5.220
EnBS v?.16 FiIe: 2683108 Kip-j.n Units PAGE 106
flrly 11,2001 14:26
Houent DeEj.qn hrx: 0.00 P[ar Co[bo: NA
fype Colbo location M fb
FinEl Po! DCUPS2 Bottlange 960.096 22.168
AISC-N089 Cowosite Bear D€siqr Short For! Output BeaE labct: 891 Story: ROOF
8a!ic BeaD Infonation
It l/3 Facto!33.000 Yes
Fv 1/3 Eactor20.000 Yes
Ratio
0.261
Final Ri,ght DCI{PS2 0K 14.{9 5.220 20.000
ErABS v?.16 File: 2583108 Kip-ir Utlits PAGE 107
Juty U, 2001 U:26
AISC-ASD8g coryosite 8ea! Desiq! Short forD Ortput Bea! Llbel: sl03
Balic Baar Itrfornation
H@r[t DesiqD hax: 0.00 Pnax Conbo: ]|A
lyp€ Co0bo Location ll fb EIt
Final Pos DCllPS2 Bot8lange 2157.605 21.1'19 33.000
Story: RmF
Ratio
0.560
Itatio
0.610
Rat io
0.221
0.242
I
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T
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T
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I
I
I
t
l/3 Factot
Ies
Shea! Design
Type Co[bo Block v
Pinal left DCUPS2 oK 20.5?
Elnal Right DOIPS2 0l( 20.83
E1ABS v7.15 Filer 2683108 Kip-in Units PAGE 108
July 11, 2001 1,1:26
Shear Desj.gn
Type Corbo Block v
Final left DCMPS2 oK 14.01
tina] Right DCUPS2 0K 30.18
EtAgS v7.16 File; 2683108 Kip-in Urits PAGE Ll.o
July ll, 2001 1.4:25
fv lv
3.6{9 20.000
3.694 20.000
1/3 Factor
Ies
Satio
0.r82
0.185
AISC-ASD8g Co4oslte Bran Design short Fo!! output Bea! Label: 8255
Basic Sear llfor[atio!
tl66nt D$ign ha:i:0.00 har conbo: llA
Type Conbo location l.l fb Eb
Plaal Po5 DCUPS2 BotFlanqe 2841.180 21.115 33.000
shea! Desig!
Type Colbo Block v fv Fv
Final left DCUPS2 0K 25.f1 4.428 20.000
Flnal Right DCUPS2 oK 28.22 4,846 20,000
ETABS v?.16 File: 2683108 Kip-in Units PME 109
July ll, 2001 L{:26
AISC-ASD89 Coqosite 8ea! Design Short Forn o[tput Bean Label: 8261
Batic Bca! ItrforDati.on
Hment Desj,gn P!a.x: 0.00 P[aii Cdbo: Nl
Type Codbo location M fb Fb
Final Pos DCMPS2 BotFlange 3{19.645 2'1 .528 33.000
Story: RoOF
1/3 Factor
Yes
1/3 Factor
Yes
Yes
Slory: RoOF
L/3 Factor
Yes
Ratio
0.834
tv fv2,464 20.0005,185 20.000
t/3 Factor
Yes
Ratio
0,123
n rqa
AISC-ASD89 conposite Bea.n De3ign short Fom output Bean label: 810?
BaErc Bean Infornation
story: RooF
I
I t|oo3rt Dr!i$ har: 0.OO p[a:. coobo: ltA
I
f yDc C@o location H fb trb 1/3 Factor Retio
Ftoal Pos mxPs2 BotFlange 2715.693 '19,05a 33.000 yes 0.577
I shlar Delign
,- lype Colbo Block V fv ' Fv l/3 Factor Ratlo
I Einrl left DCltPS2 0K 28.09 a.466 20.000 yes 0-223
t Fioal Rignt DcuPs2 oK 21.65 a.2g2 20.000 yes 0.215
EIIES y7.15 Flle: 2583108 K1p-io tnits pacE 111
I July 11, 2001 l{:25
I
AISC-ASD89 Coeosite Bee Design Short Folri Ortput Bea! fabel: 8108 Story: R@F
I Basic !Ga! rnforDationII@Bnt D8rign hax: 0.00 pnar Co[bo: ltA
I Type Conbo Location ft fb !b 1/3 Facto! Ratio
I Flnal Pos DCUPS2 BotFlanse 2336.190 18.9?{ 33.000 yes 0.575
r Sh.ar Dcaign
t tne C@bo Block V fv Frr 1/3 Factor Ratio
PimI lcft DCUPSz 0K 2{.15 4.252 20.000 Yes 0.213
Elnal Riqht tn Ps2 oK 23.19 {,085 20.000 tes 0.20{
I Rllts y7.16 plle: 2583108 Kip-in Ulits ptcE u2t tuIy U, 2001 1{:26
f NSC-ASDEg Cqoslte Beatr Design Short Forn Output Bra! Lab€l: Bt09 Story: RoOFI
BrEic 8a!D Infonation
I tl@.nt OcllEa hax: O.0(, hai Cdbo: NA
I lype Coobo Location M fb tb l/3 Factor Ratio
Plnll Pos DCLPS2 BotFlatge 2336,190 18.974 33.000 yes 0.575
I Shear t)€sigr
type Cmbo Block V fv FV 1/3 Factor Ratio
I FiDal left DcllPsz 0K 24,f6 4.252 20.000 yes 0.213
t Flnal Right Dcl,lPs2 oK 23.19 4.086 20.000 yes 0.20{
EIAIS v?.15 file; 2583108 Kip-i.o Ulits PAGE 113
I ,IuIy 11, 2001 1l:25
I . AISC-ASD8g Conposite Bean Desigo Short SorD output BcrD Lab€I: B1t0 Story; RoOF
I Basic Bea! Infonation
I !b*nt t esign P&)i: 0.00 Pnax Co&o: m
I lypo Coobo Lcatio! t{ fb Fb l/3 Facto! Ratio
I FimI Pos DCuPs2 BotFl.ange 2180.5{4 18.886 33.000 res 0.512
I
,- Shear Design
f Tlrpc . Conbo Block V fv Fv 1/3 Factor Ratio
Final I€ft DCUPS2 0K L?.80 3.012 20.000 Yes 0.151
FInaI RIEbt DCMPSz 0K 24.38 4.183 20.000 Yes 0.209
t
I
ETAES v?.16 File: 2583108 Klp-itr Units PAGE 114
JuIy U, 2001 U:26
AISC-ASD89 C@osite Eear DesiEr Short Fon output Bea! hbel,: 8111
Basic Beat! Infooati.on
lioBent Design hax: 0.00 hax CoDbo: llA
Ty?e CoDbo Location U fb Ft
Final Pos DCtlPS2 EotFlange 1981,856 19,279 33.000
Story: RoOF
1/3 Factor
Yes
Ratlo
0.58{
Ratio
0.105
0.225
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AISC-ASD89 Coqosite Bean Design Short FolD output BeaD tabel: 8112
Basic Bea! Info rDati,on
Mo4ent Design Pnai: 0.00 P[a:i CoEbo: NA
Type Corbo Location l,l fb tb
Final Pos DCllPs2 BotFlange 1981.856 f9.219 33.000
Shear Design
TlFe CoEbo BLock V fv Fv
ri.nal Left DcuPs2 0K 10.9? 2.104 20.000
Fj.nal Riqht DCl.lPS2 oK 23,f8 4.50? 20,000
EIAAS v7.16 File: 2683108 Kip-j.n Units PAGE 116
July 11, 2001. 14126
AISC-ASD89 CoDposite Bean Desr.gn Sholt Forn output Bean label: B1l3
Basrc Bean ltrfor[atioll
lloDent Design hax: 0,00 Poa:i Conbo: NA
Iype CoEbo location M fb Fb
Fj.mI Pos DCUPS2 BotFlange 1981.855 19.279 33.000
Shear Design
Type Corbo Block V
Final l,eft DCllPSz 0K 10,9?
FinaL Right DCUPS2 0K 23.18
ETABS v7.16 tile: 2683108 p-in Units PAGE 1I5
July 11, 2001 1{t25
shear Desj.gn
Type Conbo Block V
Final Left DCUPS2 0K 10.97
Final Rj.qht DCUPSZ 0K 23.18
EIABS v?.15 Fj.le: 2683108 Kip-in Units PAGE 11?
July U, 2001 14:25
Basic Bean Infonation
H,ment Design hax: 0. 00
Type Curbo location
fv rv2.10{ 20.0004.50? 20.000
fv Fv2.104 20.000
{. 507 20.000
1/3 Factor
Ies
Yes
Stoly: ROOF
1/3 Factor
Y!s
Ratio
0.58{
1/3 Factor
Yes
Rati.o
0.105
n.225
Story: R00f
l/3 Facto!Ratio
0.584
t/3 factor
Yes
yes
Fatio
0.105
i 72q
AISC-ASD89 Corposite Bear Desi.qn Sholt Foln Oltput Bea.u Label: 8270 Stoly: R00F
Pnar Conbo: NA
u fb ft 1/3 Factor
I
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II
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tlral Po! DCXPS2 Botflanqs Lt29. Qi2 r5.719 33.000 0.t?6
Shear DrligD
lt?e Cotrbo
l.irel Lft 0AiPS2
alnal Rtght DCUPS2
ETABS v?.15 rtle: 2583108
OrIy ll., 2001 1{:26
Block VoK 8.69or n.19
Kj.p-ir ttnits PAGE 118
ha:r: 0.00 pnax Conbo i NA
Conbo Location u fb
DClrPS2 BotFlange 1653.182 18.190
fv Pv 1/3 Factor
1,556 20.000 Yes3.{58 20.000 Yes
It 1/3 Eactor
33.000 Yes
latio
0.083
0.173
N8C-ASD89 Coryosite Bear Design Sbort FolD Ortput Bee L,ab€l: 8273 Story; RmF
Basic Bre rnfollati,orl
lloDlnt Design
ryP€
EinsL 9o!
Shear Design
U@8nt Desigr
lyrc
FIDaI Pos
lloDent Desigtr
Type
Sinal Pos
Shear D,Esigtl
Typ€ Conbo Block
Plnal I€ft DCUPS2 OK
Plnal Riglrt DorPs2 0K
EIABS v?.15 File: 2683108 Kip-in 0nitg
,tu]y U, 2001 U:25
fv
2.096
Ratio
0.551
Rat io
0.105
0.186
Fv 1/3 Factor20,000 Yes20.000 Yes
Tl?e Conbo Block V
Final Left DCIIPSZ oK 10.93
Ftnal Right DCupS2 OK 19.09
EIIBS 17,15 FiIe: 2583108 Kip-jr rrnirs ptcE 119
Arly 1r, 2001 1{:25
NSC-N009 Cqositr Brr! Design Short Fo|r Output Bean label: 826{ Story: ROOF
BlElc Bea! Inforratlon
hax: 0.00 hax Conbo: NA
C@bo Locatlon M fb
DCXPS? Bot8lalqe 2928.126 22.452
tb 1/3 Factor33.000 Yes
Ratio
0.680
Shear Deli.En
lype Conbo Block Vfhal Left DCUPS2 OK 22.34
Final Right UA|PS2 OK 25.6A
EfAES v7.16 FiIe: 2683108 Kip-j.n urits prGE 120
July U, 2001 14:26
3.?80
{.405
Fv l/3 Factor20.000 Yes20.000 Yes
tb 1/3 Factor33.000 Yes
Ratio
0,189
0.220
Ratio
0.515
AISC-ASD89 C@osite Bean Design Short ForD Output Bear Label: BZ?2 story: ROOF
Basic 8ea! Infoleation
Pna:i: 0.00 ha:i C@bo: NA
Coobo Locatlon U fb
DCI{PS2 BotFlange 1544.16? t6.9gl
40.59
17.56
PAGE 121
fv
7.700
Ratio
0.385
0.168
Fv 1/3 Frcto!20.000 Yes20.000 Yes
Alsc-eso8g Coopolite Dea! D$igr short for! output _Bean ljbelr B2?l Storyl RmF
Basi.c Bea! Iofomation
Ratio
0.350
Rat io
0.019
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I
||ouent Design PDax: 0.00 hax CoEbo: NA
Type Cctrbo Location ll fb
final Pos DCUPS2 BotFlarge f050.281 U.557
shea! Design
lype Conbo BLock V fv
Final Left DCUPS2 0K 11,?1 2,2Ls
Final Right DCUPS2 0K 11.71 2,214
ETIBS v?.16 File: 2583108 Kip-in Units PAGE 122
July U, 2001 14:25
uooerlt Design ha-\: 0.00 lhdi Conbo: ttA
Type Conbo l,ocation M fb
Flnal PoE DCMPS2 Eotflange 1169.693 12,9{1
Final Neg DCUPS1 Botfl.ange -108.914 1.593
Fb 1/3 tractor
33.000 res
Fv 1/3 Factor
20.000 Yes
20.000 Yes
NSC-ND89 coqosite Bea! Design sholt Sorn output Bean Label: 8253 Story: RooF
Basic Bean Infomation
Rati.o
0. 1i1
0. 112
Ratio
n ?q?
0.512
Ratlo
0.156
0.134
ETABS v7.16 Eiler 2583108 Kip-ir Units PAGE 123
July 11, 2001 1l:25
AISC-ASD89 Conposite Bea! Dcsign Sbort Fom Output BeaD Label: 8137 Story: RoOF
Basi,c Beard Infornation
Shear Design
type Conbo
Fina1 teft DcuPS2
Final Right DCMPS2
liooent Desj.gn hax:0.00
Type CoDbo Location
Einal Pos DC'I{PS2 BotFlange
Basic Bean Infonation
M€ment Desiqn ha:ir 0.00
Type C@bo t ocation
Block V fvoK 17.55 3.321
0( 13.97 2,6't8
P!a:.: Conbo: NA
Mfb
19 .235 0, 621
Pnari Conbo: M
Mfh
tb 1/3 Facto!
33.000 Yes
t 1nO Var
Ftr 1/3 Facto!
20.000 Yes
20.000 Yes
!b 1/3 facto!
33,000 Yes
shear Design
lype Conbo Block V fv
tinal l€tt DcuPs2 0K 2.03 0.30?
Final Rj.ght ImPs2 0K 0.85 0.130
ETABS v?.16 FiIe: 2683108 Kip-ir Units PAGE 12{
JuIy 11, 2001 I{:26
Fv 1/3 Factor
20.000 Yes
20.000 Yes
Ratio
0.015
0.007
AISC-ASD89 Cotrposite Bean Design Short Fom output Bcan labeL: 8138 Story: R00F
Fb 1/3 Factor
I
I
I
I
I
I
I
I
I
I
I
I
T
I
I
I
I
t
I
Finrl Po! DCllPS2 BotPlanqe 79.235 33,000 0.0r9
Sbca! DesigD
lypc Conbo
Final I€It mUPS2
tbal Rignt DCllPS2
EltBs v7.15 Flle: 2683108
nlly 11, 2001 ll:25
Blocl V0t( 2.030K 0.85
Kip-i-o rhits PAGE 125
Fv 1/3 Factor
20.000 Yeg20.000 Ycs
0.307
0.130
fv
0.307
0.130
Rat 10
0.015
0.007
AISC-ASD8g Coryollte Beao Decj,gn Sholt Fo:r ortput Bea! Lab€l: 8139 Story: tOOf
Baric l.!n Infomation
Ud€nt Design hax: 0,00
l!"e Co6o Location
Finrl Po5 DCUPS2 BotFlange
gbea! Design
Pnex Colbo: m
ufb79.235 0.521
fv
0.307
0.130
Peari CoDbo: M
Mfb
?9.235 0.621
tb 1/3 Factor Ratio
33,000 res 0.019
lype Co!6o Block V
Ptur.I lcft DCUPS2 0K 2.03
tlnal Riqht DCUPS2 0K 0.85
BnBS v7.I5 Flle: 2683108 Kip-in Units pAcE 126
JuIy U, 2001 u:25
Fv 1/3 Factor Rltio20.000 Yes 0,01520.000 Yes 0.007
AISC-ASD89 Coeosite Beu Desigt Short Forn output Bea! Label: B1t0 Stoly: ROOF
8 ic BcaD hfornatiotr
lhctrt Delign
lyPe
Final Pos
hax:0.00
Cosbo Location
DCUPS2 BotFlarge
Fh
33.000
Ratlo
0.0!9
1/3 Factor
Tcs
shear Dcllgn
type Corbo Elocl V
Final t ft DCuPs2 0K 2,03
Fbal Right DCUPS2 oK 0.85
BIAES v7.16 FiIc: 2683108 Kip-ir Units PAGE l2l
Jnly 11, 2001 l{:25
Fv 1/3 Factor
20.000 Yr!
20.000 les
tb
33.000
Rati.o
0.015
0.00?
Ratlo
0.568
AISC-AI;o89 Coryosite 8€d Design Short Forn output Bea! Labet: 8262 Story: ROOr
Balic Bca[ fnfotnation
l{ocnt Delign
Type
Final Pos
Sh.ar Delign
fype Coobo Blocl
Flnal left DolPs2 oK
Flnal Right lCllPS2 0K
ETABS v?,15 File: 2683108 np-in Unj.ts
ituly U. 2001 1l:25
Pna:i: 0.00 hax Co[bo: [A
Coobo Location M fb
DCUPS2 SotFlange 1?09.801 18.758
1/3 Facto!
v
33.97
19.95
PAGE 128
fv Fv L,/3 Factor
6.429 20.000 Yes
3. 980 20.000 Yes
Ratio
0.32L
0.199
AISC-ASD8g Coeosite Bce Design Short Fom Output .Bea! Label: 81'12 Story: RoOF
fv
4. 999
5.70{
fv
{.308
4.982
Ratlo
0. ?37
Rrtio
0.728
t
I
I
t
I
I
I
I
T
I
I
I
I
I
t
I
I
I
I
Basic gcaD InfoBatlol
l,looent Design hax: 0.00
?ype Cdbo location
Flnal Pos DCllPsz Botflange
hax c@bo: l{A
Mfb
2396.112 24.311
Fh
33.000
w 1/3 Facto!
20.000 Ycs
20.000 Yes
Fb 1/3 Facto!
33.000 les
1,/3 factor
Y€5
Shea! Desigr
Type Coubo Block v
Final left DCUPS2 oK 26.42
Flnal Right DCUPS2 0K 29.00
EIABS v?.16 File: 2683108 Kip-in Unlts PIGE 129
JuIy 11, 2001 1{:25
Basic Bean Inforuation
MoDent Desigr ha:i: 0.00
fype Codbo Location
Final Pos DCUPSZ BotFLange
Ratio
0.250
0.28 9
AISC-ASD89 Coryosite Eean Design short For! OrtPut Bea! Label: Bl43 Stoly: R00F
Shea! Dcsiqn
Typs Coobo Block V
Final left DCuPs2 0K 22.'16
FinaL Right DCMPSz oK 24.98
ATABS v7.15 Fi.le: 2683108 Kip-in Units PAGE 130
.tuly l!., 2001 14:25
M@ent Design
TYPE
Final Pos
Pnar::0.00
. co[bo Location
DCUPS2 EotFlangc
ha:i Conbo : NA
l,l fb
291.373 12.445
Fv 1/3 Factor20.000 tes
20.000 Yes
!b 1/3 Pactor
33.000 Yes
Fv 1/3 Factor20.000 Yes20.000 Yes
lb 1/3 Factor
33.000 Yes
P[aii Cmbo i NA
ufb
2236.665 24.031
fv
{.308
4.982
Pna!: Conbo: NA
Mfb
2236.665 24.031
Ratio
0 .215
0.2{ 9
Ratto
0.215
0,249
AISC-ASD89 Coqosite Bean Design sholt Fonr output BeaE Label: 8144 3t0ry; RooF
Basic Bean Infonution
Monelt Design Pnax:0.00
Type Conbo Location
Sinal Pos DCMPS2 BotFlande
Shea! Desig[
Type Conbo Block v
Final Left Dc,lPsz 0K 22.'16
Final. Ri.ght DCUPS2 0K 24.98
E$3S v7.16 FiIe: 2683108 (ip-ir Unj.ts PAGE 131
JuIy 11, 2001 14:26
Ratio
0.728
Ratio
0.3??
AISC-ASD89 Coqolite Beau Design Short Fom Ortput Bean labelr 8271 Stoty: ROOF
Basic Eean Infomati.on
I
I
I
I
I
I
t
I
I
I
I
I
I
I
I
I
I
I
I
shlrr orligtl
Iype Coobo Blocl V
Finrl Lft DCllPS2 0K 5.17
Ftnal Rigbt I)o|Ps2 0K 6 . 08
EIIES v?.16 FlIr: 2683108 Klp-in Unirs prGE 132
ituly 11. 2001 l{:26
l|uent Dcsign
lyPe
Flnal Pos
PDrx: 0.00
Codo Location
IntPSZ EotFlange
lv l/3 Factor20.000 te!20,000 Yes
lb 1/3 Flctor
33.000 Yes
has Conbo: NA
u!b388.8!1 76.273
fv
3.221
't ll t
!v
2.8t3
2.879
Ratio
0.112
0.laa
AISC-ND89 C@oglte Eear Deslgn short aor[ output Be labet: B2?5 gtoryt R00t
Barlc Eea fofonation
Ratto
0. r93
Shcar Oarign
type C@bo
Finrl teft DCI'|PS2
Fbal Rlght tnPs2
RTABS v?.16 FiIe: 2583108n y U, 2001 U:26
BLoct v
0K 1.00
oK ?.00
KlP-in t0it5 PAGE 133
fv l/3 Facto!20.000 Yes20.000 Y.s
Fv l/3 Factor20.000 Yes20.000 Yes
Ratio
0.161
0,165
AISC-ISD89 Coryoslte Bed Design Short ForI[ Ottput Bea! rabel: 8265 Stoly: SOOF
8a!ie Blrn lnforDation
lo.!t DesiE!
TyPe
trlnel Pos
@ent Dcslgn
rype
Finrl Pos
P[ar:0,00
Cotrbo Location
DCUPS? BotFlarge
ha:i:0.00
Corbo location
DCUPS2 SotFlange
P[a:i Coto; A
M&
344.823 14.485
2.862
2.910
Fb 1/3 Factor Ratio
33.000 Yes 0.{39
Sbea! Dlsig]r
Tt?e Cotrbo Elock v
Fin l left DCtlPs2 0K 5.21
FimL Right DCllPSz oK 6,2L
EIAES v?.16 File: 2683108 Kip-in Unltr PAGE 13{
,tuly U, 2001 11.25
Ratio
0.143
0.147
AISC-ISDE9 Cotrposite Bean Dcsign Short Sorn output Bean Label: 8152 Story: RoOF
Earic B€a! IDfotnatiorl
Pna:i Coobo: M
ufb453.993 19.000
Fb l/3 Factor
33.000 Yes
Ratio
0.576
Shear t)€sigD
typ€ Codo Block
Final left DCMPS2 0K
Final Right DCUPS2 0K
ETIBS r?,1.6 Fller 2683108 Kip-in Units
iluly U, 2001 14:25
8.18
8. 18
PAGE 135
lv
3.151
? t't I
Fv 1/3 Factor20.000 Yes20.000 Yes
Ratio
0. r88
0.194
AISC-ASD8g coryosite B€a! Design Short For! output Beao !&e1: B153
Baslc Bea! IttforEatioll
story: R00P
I
I
I
t
I
I
I
t
T
I
I
I
I
I
I
I
I
I
I
xon€nt D$ign hax: 0. 00 hax Cmbo: IA
Ty?e coEbo Location M fb
Final Pos DCUPSz BotFlange 153.993 19.000
$
33.000
l,/3 Erctor
Shear D€sign
Tlee Cmbo Block V fv Fv
sinat I€ft I}o|Ps2 oK 8.18 3.161 20,000
Final Right DCllPS2 otr 8.18 3.8?1 20,000
ETABS v?,16 File: 2683108 Kip-in Units PAGE 135
July 11. 2001 14:26
AISC-ASD89 Conposite Bea! Design Sholt trorn Output BeaE label: 8154
Basic BeaD Irfonation
MoDent Desi$r Pne:| | 0.00 Pnax Combo: NA
Ty?€ CoEbo Location tt fb fb
Final Pos DCIIPS? BotFlange 453.993 19.000 33.000
Shea! D€siglr
Ty?e Conbo Block V fv Fv
Final Left DCUPS2 0K 8.18 3,161 20.000
Final Rigbt DctlPs2 oK 8.18 3.871 20,000
E1IBS q7.16 File: 2583108 Kip-in 0nits PAGE 137
July 11, 2001 t4:26
AISC-ASD8g Coryosite Bea[ Desi.gn Short tom output Bea[ Labelr 8155
Basic Bean Infornation
uorent Desj.gn has: 0.00 p!a:i conbo: l|t
Type Combo locatiofl M fb fbrinal pos DcMps2 BotPlange 453.993 19.000 33.000
Shea! Desiqn
Type Conbo BLock V fv Fv
Final. l€ft IruPS2 OK 8.18 3,i61 20.000
Final Rj.ght DCuPs2 oK 8.18 3.E?t 20.000
EIA8S v?,16 Fil.e: 2683108 Kip-in Unlts pAcE l3E
Jul.y 11, 2001 14:26
AISC-ASD8g Conposite Bean Design Short Forn Ottput Bean label: 8156
Basic 8ea! Ioforaation
Monent Design tuax:
Ty?e conbo
Final Pos DcuPS2
Shea! Desig'n
0,00 Pnax Conbo: NA
Location M fb Fb
BotFlange 453.993 19.000 33.000
1/3 Factor
Yes
Ies
Ratl0
0.576
Ratio
0.188
0.194
Story: R00F
1,/3 Factor
Yes
Ratio
0.576
Ratio
0. 188
0. 194
1/3 Pactor
Yes
Story: RoOF
1/3 Facto!
Yes
l/3 Factor
Yes
Yes
Ratlo
0.5?6
Ratio
0.188
0 ,19{
Story: R@F
l/3 Pacto!Ratio
0.s?6
I
t
I
t
I
Iype Cobo Bloct V
Flnal !€ft DCll?S2 0K 8.18
EiDal Rlght DcuPs2 0X 8.18
E$BS v?.!,6 File: 2683108 Kip-in unit! pr6B 139
JuIy U, 2001 1l:26
tl
{53.993
fv
3.761
3.871
19.000
Ratio
0.5?5
Fv 1/3 Factor20.000 leg
?0,000 Ycs
Satlo
0.188
0.19{
IISC-ASD8g Coeosite Eea! Derign Short For! Ortput B€a! tabel: Bl57 Story: ROF
lffic Bear IntorEatlon
llc.nt Desigr har: 0.00
Type Cotrbo Lcation
flnal Pos DCUPS2 Botflange
Shcrr D€sigl
type Corbo Block
Flnal left . DCllPS2 0X
Firat Right mUPS2 (x
E$Elt vt.15 File: 2683108 Kip-in t nlts
,trrly U, 2001 U:26
Brric Bcas Inforratlon
l.ldent Design Pnax: 0.00
fylr Conbo l,ocation
Ftnal Po! DCllPSz Bottlange
Shea! Design
l}?e Combo Block
Finll I€ft DCUPS2 Or(
l'inal. Right DCtlPSz OK
gflgs e7,16 rilr: 2683108 Kip-in Unj.ts
July U, 2001 ll:25
Fv 1/3 tactor Ratio
20.000 Yes 0.18820.000 Yes 0.194
ha:r Corbo: l|A
S l/3 ractor
33.000 Yrr
t
I
I
I
t
t
I
t
I
T
I
8.18
8.r8
PAGE 140
tl
153,993
n rt
L18
PME 141
lv
3.167
3.871
nt l/3 Factor20,000 Yes20.000 les
Ratio
0.188
0.194
.IISC-ASD8g Coryositc Bea[ D$ign Short Fon Output Eean Label: BISS Stoly: R@F
hajr Combo: ilA
19.000
Ratio
0.5?5
Fb l/3 lecto!
33.000 les
I
t
I
AISC-ASD8g Coryosite Bean Design Short Fom Output Bean Lab€l: 8159 Story: ROOF
Balic BarD Infornation
fv
3. ?6?
J.! t.l
f"
3.167
3.8?1
tb
33.000
Rati,o
u.a,b
oa.Ilt oesig! hat: 0 ,00 pna:i Colbo I NA
Type C@bo Location l{ fbfiml Pos DCI{PS2 EotFlange 453.993 19.000
l/3 Facto!
Ye3
shea! Design
lype C@bo Bloct v
Final Lclt DO.|PS2 0K Lt8
Flnal Right DCUPSz OK 8.18
EttBs v?.15 File: 2583108 Kip-ln units ptGE 142
Jirly 11, 2001 14:25
Fv 1/3 Factor Ratio20.000 Yes 0.18820,000 Yes 0.194
AISC-ASD89 Conposite Ecan Desj.qn Sbort Fom Ottput Bea! tabel: B15O Story: R@F
Basi.c B€aI! Infomation
[@ent Desi.gn hax: 0.00
rl,p€ Conbo Location
Final Pos DCUPS2 BotFlatge
hax CoEbo: NA
Mfb
2r?1.961 5,?01
Fb 1/3 Factor33.000 Y.a
t 1,/3 Factor20.000 Yes20.000 Ye!
Fb 1/3 facto!
33,000 Teg
shear Desigr
Type Co,lbo Block V
Firal Left DCUPS2 0K 20.34
Final Right DCUPS2 0K 15.3{
ETABS v?.16 File: 2683108 Kip-ln Units PAGE 1,t3
Juty 11.2001 l|:26
Basic Bean ldornati,on
lronent Deslgn Pna:i: 0,00
lype Codro Location
FineL Pos DCU!S2 Bottrlange
fv
t.521
1.149
Ratio
0.173
Ratio
0.0?6
0.057
Ratio
0.529
Ratio
0.517
I
I
I
t
t
t
I
I
I
I
I
T
I
I
I
I
I
A!SC-ASo89 Coqosite Bear Desj.gn Shorc to!! output Bea! Label: 8257 Stoly: ROOF
hax Cotrbo: lA
ufb{16.765 17.460
Shear Desj,gn
lyle Conbo Bloct V
Final. lcft DCI{PS2 0K ?,51
Pinal Right DCllPS2 0K 7.51
EIABS v7.16 File: 2683108 Kip-in Units peGB l{4
July 11, 2001 1,1:26
Shea! Design
Type Conbo Elocl V
FinaL Left DCl,lPSz 0K {4.6?
Final Right DCUPS2 0K 1?.46
EIABS v7.15 FiIe: 2583108 Kip-in Units ptGB 145
,tuly U, 2001 t4:25
Shear Design
TyPe
fv Pv 1/3 Factor3.159 20.000 Yes3.582 20.000 Yrs
fv rV l/3 Facto!8.49? 20.000 Yrg
3.481 20.000 Yes
Ratio
0.1?3
0,179
t
t
AISC-ASD89 CoDposite BeaD D$ign Sbort Fom Oltput BeaD t,abel: 8255 Story: ROOF
Basic Bean InforDatio!
ltoEent D$ign hax: 0.00 ha3 C@bo: M
Type CoDbo Location I fb Fb
Final Pos DCltPS2 8otFlange 1554.7?6 1?.055 33.000
1/3 Factor
Ies
AISC-ASD89 Conposite Bea.n Design Short ForD Output Bear Label: B1?1 Stoty: SCREEII
Basic Bean Itrfomation
llonent oesign har: 0.00 hai Cotrbo: NA
Type CoEbo Location M fb Fb
FInaI Pos DO{PS2 TopFlanqe 228.515 10.68? 10.68?
1/3 Factor
Ratio
0.425
0.174
Ratio
r.000
Fv 1/3 Factor
I
I
I
I
I
Ftnd I,Glt DCUPS2 0t( G.46 Z.2GZ 20.000 lcs 0.113Flnrl iiqht E PS2 Ot( 1.67 1.636 20.000 yes 0.002
8Tl8S v7.16 Filer 2583108 Kip-in thits ptcE 1a6
ituly lt, 2001 :26
lIsC-tSDl9 Coeosite 8ea tbliEt Slort For! Ortput Bc4| Label: BU2. Story: SCREEII
Basic Beatr Infonation
ttut DesiEr hax: 0.00 hax Cmbo: llll
TyI'€ C@bo location U fb $ l/3 tacto! Ratio
FlD|l Po! DC PS2 lopPlanqc t2a.?01 5.032 't,952 yer 0,?33
Shear Desion
I TWc Coobo Elock V tv tv l/3 Factor Ratio
Plnal l€ft mUPSZ oK 2.09 0.?30 Z0.0O(, Ica 0.036rhal Rlgit DCt{pS2 OK 3.98 1.356 20.000 lcs 0.0G8I
r B$8S v7.16 Flle: 2683108 Ktp-in thits ptGE 1{?f ftly U, 2001 U:26
I A1SC-XiD89 Coqo3ite Bee Design Short Fom Ortput B€a! !ab€I: Ml3 Story: SCREEN
I Basic Eca! ttlonatlo!
I lhuett, Design Pnar: 0.00 pnax CoDbo: NA
I Type Corbo tocatio! u t! Fb l/3 Factor Rario
Flnal pos DCUPS2 lopFLangc r83.tg2 8.56? 0,360 yes 1.000
I Sheu o.sigl
TypG Corbo Btock V fv w l/3 Eactor natio
I Finll reft I)o|Ps2 OK 3.?B 1.321 20.000 ycs 0.066
I FiDal Right Dcups2 0K 4.90 1.71{ 20.000 yes 0.086
R$8S v?.15 FtIe: 2583108 Kj.p-in trrfts PAGE UB
- Jul.y 11, 2001 lt;26
I Arsc-$D89 coryosit€ Bean Deslgn short Fon output Bea! Laber: B21o story: scREgN
I E!!ic B€ar tnfoEation
Ir lhoent Desigtr har: 0,00 har Coobo: ilA
t Type Coobo locatioo M fb Eb l/3 ractor RatioI Final Pos DCUPSz TopFlangc 110.96A 5,190 g.2g1 tes 0.625I
Sheat Desigtl
I T}?e C@bo Bloct V fo tv 1/3 Eactor Ratio
FlmI left DcuPSz oK l.B4 0.6{5 20.000 tes 0.032rtnal Right DCtlPSz 0K 3,5G t.24G 20.000 res 0.002
I ETABS u7.16 f!.Ie: 2683108 Klp-in Units PAGE 149
I July 11, 2001 1l:25
I AISC-ASD89 Co4osite Bee Design Short 8om output 8ea. !ab€l; 8219 story: sqREE}t
I Basrc Eean Infornati.on
I
I
l,touent Design
Type
Ftml Pos
l,lonent Design
. Tl?e
Final Pos
P!ax: 0.00
Colbo Location
DCUPS2 lopFlange
har: 0.00
Conbo Location
DO{PS2 EotFlarge
ha* codo: ilA
M
57.53{
ft
2.595
fv
0.35?
0.?l?
fv
0.769
1.158
tatlo
0.335
Ratio
0.06{
fv Fv 1/3 Factor0.,175 20.000 Yrs0.{55 20.000 Yes
tb
8.058
Fb l/3 Pacto!
33.000 Ye3
1/3 Factor
Ieg
I
I
II
I
t
I
I
I
I
t
I
I
t
I
T
I
I
T
I
shear Design
lyp. Co0bo Block V
Fiml left DCI{PS2 oK 1.36
Final Right DCltPS2 0K 1.33
ErrBs v7.15 Flle: 2683108 Kip-in Units pAcE 150
JuIy ll, 2001 1{:25
Ratio
0.024
0.023
AISC-ASD8g Cowositc Bea! Drsig! Short For! Output B€a! tabcl: 8220 Story: SCnEEN
Baslc BeaD llfomation
hax CoDbo: NA
Ifb
t5.285 2.118
Shear tlesign
fype Conbo
Flnal Left DCUPS2
Final Right DCl.lPs2
ETIBS v?.16 File: 2683108
JuIy U., 2001 u:26
Elock v0K 1.020x 1.95
Kip-io onits PAGE 151
w l/3 Factor Ratio
20.000 Yea 0.018
20.000 Yes . 0.036
AISC-ASD8g Co@osite Bean Design Short Fo!:! output Bean Label; 8222 Storyr SCREEN
Easic Bear lrlfomation
Monent Design
Type
Final Pos
Pnas: 0.00
CoDo Location
DCUPS2 TopFlange
haa Co[bo: NA
MS
110. ?52 5.180
l. t0{
0.782
Fb l/3 Facto!
7.948 res
RatrO
0.652
Shea! Design
Type Cmbo
Final left DC}|PS2
Final Right DCllPS2
ETABS v7.15 File: 2683108
.ruLy 11, 2001 l{:25
Block v0K 3.15
0K 2.23
KiP-in onits PAGE 152
Fv 1/3 Factor
20.000 Yes
20.000 Yes
Ratio
0.055
0.039
AISC-ASD89 Coryosite Bea[ Desi.qn Short Fom Output Bean Label: 8223 Stoly: SCREEN
Basic Baar Infomation
Monent Design
TyPE
Sinal Pos
Shear Design
type
Final. Left
Final Right
har: 0.00
Codo location
DCUPSz BotFlange
hax Conlo: NA
Mfb
16.119 3.588
It 1./3 Factor Ratio
33.000 Yes 0.109
'Conbo Block
DCtlPS2 0KDo.rPs2 oK
2.20
3,t2
Ratio
0.038
0.058
FY 1/3 Factor
20.000 Yes
20.000 Yes
I
I EmES v?.16 Flle: 2583108 Kip-in units PAGB I53,l y U, 2001 u:25
I AISC-ASD89 Caryosite Bear D.sign Sholt For! Output 8.a! Label: 8225 Stoly: SCR88NI
&!Gnt Dcsigtr pnax: 0.00 hax Codo: 1|A
I Type Corbo Location M fb !b l/3 Factor Ratio
I Ftnrl pos Dctps2 BotFlangr 115.?26 9.?95 33.000 yes 0.291
I sheat D€liEl
r lyte C@bo Block V tr rv l/3 Factor Ratio
Ftnal Left DCUPS2 OK 5.23 2,316 20,000 y.s 0.119
t t'lnat Right Dct{ps2 0K 5.23 2.3't6 20.000 yes 0.119rI EIABS v?.15 Flle: 2683108 Kip-in Uoits PAGE 15a
tuly 11, 2001 U 126
I
I AISC-A|;D89 Coryosite Bea! Design Sbolt Fors Output Eean Labcl: 8225 Stoly: SCREEN-Balic Bcrr llfo,ratiotr
I U@lnt Dcsigl ha$: 0.00 lbai Coebo: tlAItyp. Co[bo l,ocatlon X fb !b t/3 Facto! Ratio
FiDal pos DClrpS2 BotFlange 163.211 10.9?0 33.000 yes . 0.332
I sbear D.sion
il lype C@bo Block V fv Fv 1/3 Factor Ratio
I Final Lrft DcUpS2 OK s.BG 2.551 20.000 yes 0.133I rbal Rtght Dotps2 oK 5.86 2,551 20.000 tes 0.133
I Deflection Dcargn
I ?lpe Consider CoDbo Defl linit Ratio
Liv? toad yes Dcl{pD2 0.0s3 0.232 0.358
I lotal Load yes DCltpD2 0,086 0.322 0.266
I EIASS v7,15 Fite: 25E3108 Kip-tn Units PAGE 155
.tuly ll, 2001 1{:26
t AISC-ASD8g Coryoslte Bean D,esign Short porn Output Bean Labet: 822? Story: SCREEN
Basic Beatr lnfoqtation
I fooant Dasign pnar: 0.00 har Conbo I NAI' fype cotrbo Location M fb Fb 1/3 Factor Ratior- Final Po3 llO,tPS2 Botilange 1?0.30{ 1f.{16 33.000 yes 0.3{7
I
Shca! Dcsig[
I lypc conbo Block v fv Fv 1/3 Factor Ratio
I Fllal L€ft DCIOS2 oK 5.5{ 2.49i 20,000 yes 0.125! Flnal Righr Dcups2 oK 5.5,t 2.491 2o.oo0 yes 0.125
I ETABS vt.15 File: 2683108 Kip-in Units pAcr ISE
I .tuly 11, 2001 14:25
I
AISC-ASD8g Composite Beari Design Short !'orn Output Bean l,abel: 8228 Story: SCREEN
I
I
I
I
t
t
I
I
I
I
I
I
I
I
I
t
t
I
I
I
I
AISC-ASD89 Coryosite Bear Design Short Fo![ Ottput Bear Label: 8229 Story: SCREEN
Basic E€a! Inforration
N@!nt lbsign hax: 0.00
Type Coubo locatlon
Final Pos DCXPS2 Botl'lango
shear D$ign
Type Coubo Bl,ock
FltraI Left DCllPS2 0K
Final Right DO{PSz o|(
enBS v?.16 File: 2683108 Kip-in Units
ituly ll. 2001 U 126
Easic Bea! InfoEation
lbrcnt Desigr ha8: 0,00
lype combo location
Final Pos DCUPS2 BotPlang.
Shea! Desi.gn
Type Cobo Block
Fllal Left DCtlPS2 oK
Plnal Ri.ght DCUPSz 0K
EIABS v?.16 FiIe: 2583108 Kip-i.n Unj.ts
ttrly 11, 2001. 1{:25
Bali.c Bean hfornation
M6ent Design P[ax: 0.00
Tfrpe Co[bo location
Fj.nal Pos DCl.lPS2 BotFlange
Shea! Design
Type Co[bo Block
rinal left DC!|PS2 0K
firal Right DCUPS2 OK
E1IBS v7,15 File: ?683108 Kip-in 0nits
July 11, 2001 14;25
Basic BeaD Infornatiol
MoDent Design ha:.:: 0,00
type Conbo locatj.on
Final Pos DCllPS2 BotFlalge
shear Design
hax Conbo: m
nfbFb190.745 12.820 33.000
VfvFv
5.20 2.191 20.000
6.20 2.'t91 20.000
PAGE 15?
1/3 Pactor Ratio
les 0.388
l/3 Factor Ratio
Yrs 0.1{0Yes 0,140
1/3 Facto! Ratlo
Yes 0.107
Yes 0,107
hax Corbo: NA
lt fb Fb 1,/3 Factor Rati.o
145.0?5 9.818 33.000 Yes 0.298
VfvFv
4. ?5 2.t42 20.0001.75 2.112 20.000
PAGE 158
AISC-ASD89 CoDpoEite Bea.n Desigr shorr Fo!! Output Bean Label: 8230 Storyr SCREEN
Pna:i Conbo: NA
ll fb Fb 1/3 lacto! Ratlo
159.452 11.389 33.000 Yes 0,315
V fv W 1/3 Facto!
5,51 2.485 20.000 Ies5.51 2. {85 20.000 Yes
PAGE 159
Ratio
0.12{
0.124
AISC-ISDEg Coryosj.te Bean Design Short For! Ortput Eean lEbel: 8235 Story: SCP€EN
Pna-tt coobo: IA
M
15?.38?
fb Fb 1/3 Factor Batio
10.578 33.000 Yes 0,321
lype C@bo Block v
Final I€ft DCHPS2 0K 5.65
Flnal Rj.ght DCI'iPS2 0K 5.65
ETABS v7.15 FiIc: 2583108 Kip-in Units gtGE 160
,July 11, 2001 1{:26
fv !v 1/3 factor2.556 20.000 res
- 2.566 20.000 Yes
Fatlo
0.128
0.128
I
I
I
I
I
I
I
I
I
I
I
t
t
t
I
I
I
I
I
AISC-ASD89 C@osite Bear Design short PoI! ortput Eear Label: B23l Story: SCREEN
Basic Bean Infornation
Shea! D,esign
Type CoDbo Block v
tinal Left DcuPs2 0K 5.65
Eilal Rj.ght DorPs2 oK 5.55
EIABS v7.16 Eile: 2683108 Kip-in Units PAGE I51
July U, 2001 14:26
l{6ent DesiEr
Type
final Pos
Monent Design
TyPe
Final Pos
Monent Design
Type
Final Pos
har:0.00
Coubo locatlon
DO.|PS2 BotFlangc
Pna:i: 0.00
Coebo location
DCllPSz BotFlange
Pma!:: 0.00
Conbo l,ocation
DCUPS2 BotFlange
has Cebo: NA
Mfb
157.38? 10.5?8
2.566
2.566
hai: Conbo: NA
t{ fb
145.842 9.802
Fb 1/3 Sacto!33,000 Ycs
Fv 1/3 Srctot20.000 Yes
20.000 Yes
Fb l/3 lacto!33.000 Yes
Fv 1/3 Facto!20.000 Yes20.000 Yes
Rat io
0.321
Ratio
0,291
Ratio
0.10?
0.101
IV
2,t38
2.t 38
fv
1. 321
L.144
R.tio
0.128
0,128
AISC-ASD89 Co@osite Bea[ Design Short Forn output Bean Label: 8236 Storyr SCREEI
Basic Bean loforEatlon
Shea! Design
Type C@bo Block v
Final Left DCUPS2 oK 1.14
Final Riqhr DC,'PS2 0K 4.14
EIABS v?.15 FiIe: 2583108 Kip-in Units PAGE 162
July u, 2001 14:?6
AISC-ASD8g Conposite Bean Design Sholt Foltn output 8ea! Label: 823? Story: SCREEN
Basi,c Bcan ltrfornati,on
PrBii CoDbo: NA
Mfb
L22,615 5. ?37
Fh 1/? c!.f^r
33.000 Yes
Rati.o
0.174
Sheal Desi.gn
Type Conbo Block
Ei.sal l€ft DctlPsz 0K
Final Right DCUPS2 OK
EIABS v?.16 FiLe: 2683108 (1P-1n Units
Juty 11, 2001 14:26
v
3.?8
4.?0
PAGE 153
Fv 1,/3 lactor
20.000 YeE
20.000 Yes
Ratro
0.056
0.08?
AISC-ASD8g Coryosite Bean Design Short Forfi output
Basic Bean Infomatlon
Bean Labe] | 8249 Story: SCR'EEN
Retio
0.r06
0.106
Ratio
0. 106
0.106
1/3 Flcto!
le!
fv
2.u5
2.115
I
I
I
I
I
I
I
I
I
I
I
I
I
Shear Desigl
fype Codo Block V fv trv 1/3 Factor Ratlo
Einal Left DCuPs2 0K {.50 1.658 20,000 ye3 0.083
Final Right OCUPS2 0K 4.50 I.668 20,000 yes 0.083
AISC-ASD89 Coqosite SeaE DesiEr Short Forn Ortprt Bear Label: 8250 Stoly: SCREEN
llffiot Dcligr
rype
Firal Pos
lhnent Design
tyPe
Final Pos
t @ent Deglgn
Type
Final Pos
hax:0.00
CoDbo lJocation
DCI{PS2 EotFlange
hax | 0.00
Codo Location
DOIPS2 BotFlange
ha'i: 0,00
Conbo Location
DCUPS2 BotFlarge
Poax CoDbo: lll
!b
33.000
F l/3 fastor
20.000 Y€s
20.000 Yeg
F 1/3 Factor33.000 les
J. 'I5.71
PME 165
hali Conbo: NA
l|fb
175.538 8.210
fv
2.115
Z.LLO
Pna:i CoDbo: l|A
Mfb
175.538 8.210
M
r25.110
5.71
5. 71
PAGE 16?
fb
J.dD'
Rati.o
0.178
Ratio
0.249
Rrti.o
0.2r9
Basic B!6n Infodrtion
llooent Desiga har: 0.00
lype Conbo location
ninal Pos DcuPsz BotFlange
Shear Dcrign
?y?e CoDbo Block
Final l€ft DC!|PS2 0K
Einal Right DCUPS2 oK
E1ABS v7.15 File: 2683108 Klp-in Un1t3
tuly U, 2001 14:25
hax Co[bo: NA
ll fb lb l/3 Pactor1?5.538 L2!0 33.000 rcs
AISC-ASD8g Coryosite Bee Deslgn Short Forn Output EeaD ta.beL: 8251 Story: SCREEN
gasic BeaD InfoEation
Shear Design
ly?e Conbo Block V
tinal left DCUPS2 0K 5.71
final Right Ir Ps2 oK 5.?l
Ef,ABS v?,16 File: 2683108 Kip-in Units PAGE 155
JuIy Il, 2001 U:25
Iv 1/3 Facto!
20.000 Yes20.000 Yes
AISC-ASD69 Coeosite Bean Design Short Fortr output Bear Label I 8252 Story: SCREEN
Basic Bean Infornation
I
t
I
I
I
fv
2.116
2.116
Ratio
0.2{ 9
Ratio
0.105
0.105
fb 1/3 Facto!
33.000 Yes
Shear Design
Type Coobo BLock
Final Left Do,lPs2 0K
Flnal Right :,OrlPS, 0K
E?ABS v?.15 FiIe: 2683108 KiP-in Units
July 1l' 2001 14:26
iv 1/3 Flctor
20,000 Yes
20.000 Yes
AIsc-AsD89 corpolite Bear Design short Forn OutPut -8ean Label: 8253 Story: SCREEII
Basic Bea! Infonation
Ratio
0.249
Rat10
0.105
0.106
I
I
I
I
I
I
t
I
I
I
I
I
I
I
I
I
T
I
l,loDent Derlgn P!na:r: 0.00 Pnax Coobo r NA
type Coobo Location l{ fb
Final Pos Dct{Ps2 BotFlange 175.538 8,210
Shea! Design
lype C@bo Elocl V fv
rinal teft DCI'|PS2 0K 5.11 2.116
rbal Right DcuPs2 oK 5.11 2.116
EIIBS v7.16 File: 2683108 KiFin Units PIGE 168
JuIy 11, 2001 1{:26
l&qent Desiqn P[ar: 0.00 ha'{ Codo: tlA
Type CoEbo Location M lb
Final Pos DCI{PS2 EotFlange 2250.148 18.952
Shea! Design
Type Combo Block V fv
Final Left DcHPs2 oK 23.26 3.935
Final Right DCUPSZ 0K 23.53 1.036
ETABS v?.16 F11e: 2683108 Kip-in Unrts PAGE 169
JuIy U, 2001 14 r25
Monent Desiqn Prnar ! 0.00 Pna:i Conbo: l|A
Type C@bo locatior tl fb
Flnal Pos DCUPS2 EotFLange 2250.148 18.952
l! 1/3 Factor33.000 Yes
Fv 1/3 Factor
20.000 les
20.000 Yes
IISC-ASD89 c@oslte Bea[ De3ign short ForE OrtPut Betr label: 8287 story: RmF
Basic Bean hforDation
lh I /? Fr.t^.
33.000 Yes
Ratio
0,574
Fv 1,/3 Factor
20.000 Yes
20.000 Yes
Ratio
0. 197
0.202
AISC-ASD89 Conposlte EeaD Design short FolD output Beam label: 8289 Story: R@F
Basic Bean Infornati,ol
Fb l/3 Factor
33,000 Yes
Ratio
0.5?4
Shear Desi.gn
Type CoDbo Block V
Final left DCUPS2 0K 23.26
Einal Riqht oCMPS2 0K 23.53
EIABS v?,15 File: 2583108 Kip-h Units PME U0
July 11, 2001 1{;26
Basic Eean Infomation
Ucneot Design Poa':: 0.00
Type conbo location
Final Pos DCuPsz BotFlanqe
fv
4.036
Ratio
0.19?
0.202
Fv 1/3 Factor
20.000 Yes
20.000 Yes
AISC-ASD8g Coeosite Bea[ Design Sholt Forn Ortput Bean Label: 8300 Stoty: R00F
ha:i Cotrbo: NA
r.r fb2155.3{8 8.6A't
Fb 1./3 Factor
33.000 Yes
Ratio
0.?18
I
I
l
I
I
I
I
EIABS v?.16 File: 2683108 Kip-ia tnits
fiily 11, 2001 1{;25
AISC-ASD8g coryo3ite Beali D€lig'l sbolt FolE qrtput Bea! label: 8301 stoly: nooF
Ealic B€a[ InfoEation
Shcar Derign
fype c(Dbo
Flnal L.ft DCllPSz
Final Rlqht l)o|Psz
lloent DasiEl
lyPe
final Pos
l{oncnt Deslgn
Type
I'inal Pos
FT l/3 Fector20.000 Yes20.000 Ies
EIoct
0(
OK
v
22.9s
21.05
PAGE 171
't .20
PAGE 1?4
fv
{.3t{
4.510
nltio
0,211
0,231
ha:: 0.00 Pna't Cdbo: IA
conbo location H fb
tn|Psz BotFlarye 2155.348 23.687
sh.rr Deslgn
ly?e coobo Block v f"
Unal L.ft DCllPS2 o( 22,95 1.3{l
Final Rtght DCUPS2 0K 24.05 {,510
guts v7.16 Filc: 2683108 Klp-in 0nits PAGE 172
.ruly ll. 2001 14:26
Fv 1/3 Erctor Ratlo
20,000 Yes 0.2f'l
20.000 Yes 0.231
I! l/3 Pactor
33.000 Yes
Fb l/3 Factor
33.000 Yes
Satio
0.718
Ratio
0.50?
I AISC-ASD89 C@osite 8ea! Desi$ Sbort norn Output Beaa lrbcl t 8298 Story: SOOF
I Basic BelB tnfornation
t
I
I
t
t
I
t
l
I
t
Shear Design
fy?e Coobo B]ock v
Final l,eft DO{PSz OK 1.20
Final Right DCtlPs2 oK '1.20
ErA$ v7.16 File: 2683108 Kip-in onits PAGE 1?3
JuIy u, 2001 1{:26
Pua:i: 0.00
Conbo locati.on
DCllPSz Eottlange
Pna:i: 0.00
coDbo location
DCufS2 BotFlange
h&: Codo: m
r.r 6399.578 16.123
fv
3.316
3.40?
Fv l/3 Sactor
20.000 Yes
20.000 Yes
Ratio
0.155
0.170
AISC-ASD89 corposite Bean Design Short Forn Ortput Bean Label: 8299 Story: RoOF
Easic Bea! I[fomation
uoncnt Desj.F
lype
Flnal Pos
Prar CoDbo: NA
Mfb
399.578 16. ?23
Fb 1/3 Factor
33.000 Yes
Ratlo
0.50?
shca! D6ign
Ty?e CoEbo Bl.ock
Flnal Left DcuPs2 0K
Final Right Dcl{Ps2 0K
ETABS v?.15 PiIe: 2583108 Kip-in onits
,tuly 1l, 2001 14:?6
fv
3 .316
3.40?
Rat io
0.166
0.170
Fv 1/3 Facto!
20.000 Yes
20.000 Yea
NSC-ASD09 Cqollte Bra! Desigm Short Forn Ortput Beao lrbel: 8303 Stoly: RooF
I
IBalic 8ea! Ilfor:nat ion
Monent Design hax: 0.00
Ty?e C@bo location
Flnal Po! DCUPS1 ConcRight
Shear D$ign
Type CoDbo Block
Final Left DCUPSI 0K
Piml Right DCuPsl 0K
ErABs v?.15 Eile: 2683108 Kip-in Units
July 11, 2001 1l:26
v fv Fv 1/3 Factor
0.77 0.165 20.000 Yes
0.71 0,179 20,000 res
PAGE 1?5
V fv Fv 1/3 factor
13.61 5.939 20,000 Yes
14.08 5.143 20.000 Yes
PAGE 176
Paal Colbo: t{A
H
9 ,214 0.010
t.b
1.800
Ratlo
0.009
I
t
I
I
I
t
t
I
I
I
t
l
l
I
I
t
I
1/3 Facto!
Yes
IISC-ASD89 Coqosite Bea! Design Short for! Output Bean [abe.].; 8309 Story: SECoND
Ratio
0.008
0.009
Ratlo
0.990
Rati.o
0.9t8
Balic BeaE InforBation
il@ent De3lgl hax: 0,00
lype Corbo Lcation
FtnaL Poc DC!rPS2 BotFlange
Shear Design
Type Cmbo Block
Final lrft DCUPS2 0K
Final Rigbt DCMPS2 oK
RIABS v?.15 FiLe: 2683108 Kip-in Itnits
JuIy U, 2001 1{:26
Shcar Design
Tlpe Conbo Block v
Ftural left DCI{gS2 OK 21.53
Plnal Right Dcl'lPSz 0K 21.03
EIABS v?.16 FiI€: ?683108 Kip-in Units PAGE 177
,Ir.rly 11, 2001 L4:25
hax Corbo: NA
u fb lb 1/3 Factor
920.8?9 32.610 33.000 Yes
Ratio
0.297
0.307
AISC-ASD89 CoDposite B€a[ Design Short Folln output Bean !abe]; 8310 Story: SECoND
Basic Bean Inforaation
ftooeat Desi.gn hax: 0. 00 Pna:.: CoDbo: m
lype Conbo Location M fb
Final Pos Do,tPs2 BotFlanqe 1090.319 31.295
F! 1/3 Factor
33.000 Yes
fv
?.559
?.359
Fv 1/3 Factor
20.000 Yes
20.000 Yes
Ratio
0.3?8
0.368
AISC-ASD89 conposite 8ea! Design Short Folll output Beaa Label: 8311 Story: SECoND
Easic geaD Infonation
uoDent Design Pnar: 0.00 har: Co&bo: NA
Type Conbo location M fb
Fj.nal Pos DCl.iPS2 BotFlanqe 1018,299 14.892
Shea! Design
Fb 1/3 Facto!33.000 Yes
Ratio
0. {51
I
I
I
lype Colbo Bloct v
Final Lrft DCI{PS2 0l( l?.10
Ftnal Riqht DCUPS2 0K 20.11
ElA88 v7.16 File: 2683108 Kip-in Unitr PAGE 1?8
Jnly 11, 2001 1{:26
AISC-ASD89 Coryosite Bca! Desiga Short 8ot! Output
Baric Bea[ Infonation
$ooent De3 j,gn Foax: 0 ,00
Type Codo Location
Flnal Pos DCUPS2 BotFlanoe
fv Fv l/3 tactor Ratio3.033 20.000 ie! 0.1523.566 20.000 Yc! 0.1?8
BGar Lab.I: B31l story: SECotlD
tb 1/3 Factor
33.000 YeE
Rrtio
0.990
I
I
I
I
T
I
s
I
I
Sh.a! Dcsign
tt,pe Corbo Block vFi[.l left DCUPS2 0K 38.61
Firal Rigit DCUPS2 0K 39.28
8tl8s v7.15 File: 2583108 Kip-in Units PAGE 179
JuIy U, 2001 14:26
Basic B€e! Infonation
lbocDt Dcsign ha:i: 0.00
fype Coobo location
FiDaI Pos DCI{PSz BotFlangc
t /3 Factor natio20.000 Yes 0.21920.000 Yes 0.281
AISC-ASD89 Coqosite Bear Desj.gn Sholt For! Ottgut Bea! Label: B32l Stoly: SBCOID
har Cotrbo: lA
Ifb
3525.816 32,670
5.588
).or9
hax Cobo r NA
ufb8i.35? 0.292
Fb 1/3 Factor33.000 Yeg
Ratio
0.009
I
I
t
t
I
Shear D$ign
ryPe
Fhel, I€ft
Sinal Right
lhoeot Design
TyPe
final Pos
!v 1/3 Sacto!20.000 Yes
20.000 Yes
Co[bo
DCUPS2
IruPs2 I ?O
fv
0.315
0.315
Ratio
0.015
0.015
Block
OK
OK
EIASS v?.16 File: 26E3108 Kip-j.n uni.ts PAGE 180
July ll, 2001 14:26
AISC-ASD89 CoqoEite Bean Design Short BorD Output Bean Label: 8328 Story: SECOID
Basi.c Bean Infodatlon
ha:i; 0.00
C@bo location
DCllPS2 BotFlange
Pna:{ Conbo: NA
Mfb
599.265 26.028
tb 1/3 Factor Ratio
33.000 Yes 0. ?89
shear Design
type C@bo Bl.oct V
Fhal Left DCI'llS2 0K 8.84
Flnat Right DCI{PS2 OK 8,36
EIABS v?,16 File: 2683108 Kip-in Units PAGE 181
JuIy U, 2001 1,1:25
F, 1/3 Pactor Ratlo
20.000 les 0.193
20.000 les 0.194
!v
3.859
3.886
A!SC-ND89 Coryosite Bea! Design Short lorn output Bea! Lalel: 8336 Story: SECoND
Belic 8ca! Infonation
I
I
I
t
I
I
I
I
I
I
I
I
I
oocnt Dcltgn
ryPe
Final Pos
Uo[ent D€sign
Ty?e
Final Pos
l{onent t}esign
lyPc
Pina] Pos
Pnax: 0,00
Coobo l,ocati.on
DOIPS2 Eotuange
hax: 0.00
codo Location
DCUPS1 BotFlange
ha:i: 0 .00
Co[bo Location
DCUPS2 Botfl,ange
hrx C@bo: m
r{ fb122.888 0.{82
Ftr
33.000
Fb l/3 Facto!
33.000 Yes
0.155
0.5?6
0.015
0.015
fv
13. ?34
5.455
RNtio
0.015
Ratio
0.990
l/3 Frctor
shear Desiqn
Type Codo Bloct v
Final left DcllPS2 Of 5.?0
Final Right DCUPSz 0K 5.?0
ETABS v?.16 Flle: 2683108 Ki.p-in 0nits PAGE 182
July 11. 2001 l{:26
rv u3 Factor20.000 les20.000 Yes
Fb l/3 Factor Ratio
15.000 !e! 6.5?28-04
Pr 1/3 Factor Ratlo
20.000 les ?.{{8E-0a
20.000 Yes 7.9888-04
Ratlo
0.023
0.03{
AIsc-AsD89 C@osite Bcan DesiEl short Fo![ O:tput B€ar label: 8338 Story: SEcoilD
gasic Bea! lnfonatlon
hax Codo; Nl
r,r fb0.{40 0.030
Shea! Design
Itpe CoDo Bloct V
Final t€ft DCUPS1 0K 0,03
Flnal Right DCUPS1 ol( 0.03
EIABS v7.16 Flle: 2583108 Kj,p-in Units PAGB 183
July u. 2001 U:25
AISC-ASD89 Coryosite Bean Design Short Fot:tr Ortput Bear label: 8339 Stoly: SECoID
Brsic gean InfoEation
har Cmbo: NA
ufb
81r. ??2 32.670
shea! oesign
TtDe Conbo
Flnal Left DCUPS2
Final Rj.ght DO,!PS2
ETABS v?.15 File: 2583108
,tuly 11, 2001 14:26
Blocx V0K 31.480K 11.'16
nP-in unirs PA6g t8{
Fv l/3 Facto!20.000 Yes20.000 Yes
Ratio
u.b!,
0.213
AISC-ASD89 Corposite Beaa Dej.gn Short Fo!t! Ortput Eean label: 8342 Stoly: SECoND
Basic Bean lnfomation
I
I
t
I
I
tilooent Design
Type
linal Pos
Shear Design
hat: 0.00
colbo location
DCMPS2 BotFlarge
ha:i C@bo: NA
l,l fb
121 ,5t2 22.903
lb l/3 Factor
33.000 Yes
Rati.o
0.694
I
I
I
I
I
I
AISC-ASD89 Coryosite gea! De3ign Short Fom Output Bea! label: 834? Story: SECOND
Basic BeaD Inf,onation
Typs CoDbo
Finat Lett DCI{PS2
Fiilal Right DCUPS2
Enls v?.15 file: 2583108
,tuty U, 2001 1{:26
Block V0t( 11. t60K 11.{5
Kip-in Units PACE 185
tY l/3 Factor20,000 Yes20.000 lcs
Fb 1/3 Factor
33.000 Yes
Fv l/3 Factor20.000 Yrs20.000 Yes
th I /? fr.t^r
1.800 Ye!
fv
t. 011
fv
3.5?6
3.6?6
0.114
0. r05
Ratio
0.528
latio
0.528
Ratio
0.000
Ratlo
0.006
0,00s
Ratl0
0.201
0.201
Ratio
0.18{
0.184
Sh€ar Design
fwc Conbo Blocl V
Final t€ft DO,|PS2 0K 8,42
FiFal Right . DCUPS2 0K 8,42
Ef,A8S v7.15 FiIe: 2583108 Kip-ln Unlts PAGE 1E5
July Ll. 2001 1{:26
UoDent DeslEl
Type
fi.nal Pos
lhent Design
ryPe
Final Pos
hax:0.00
Conbo Location
DOIPS2 EotFl.ange
Pnar: 0.00
Coobo Location
DCUPS2 EotFlange
Pnax Corbo r l|A
lt fb
398.065 17 .43?
ll
f A!SC-ASD89 C@osite Bear Design Short Fol! Oltput Bear t6bel: B3a8 Stoly: SE@ND
Easic 8ea! Infonation
Ratio
0.1E4
0.184
T
l
I
I
T
I
I
t
T
I
ha.]l Codo: m
ufb
398.055 l?. {37
Shear Desigu
Type Colbo
Final left DCUPS2
FiDal Right DCUPS2
ETABS v7,16 File: 2683108
July U, 2001 14:26
Block V
0K 0,42oK 8.42
KiP-i! nnj.ts PA6E 18?
l'b 1/3 factor
33.000 Yes
fv !V 1/3 Facto!
3,6?5 20.000 Yes
3.6?6 20.000 Yes
AISC-ASD89 C@posite Beatr Desigt Short Eorn Output Beer label: B3{9 Story: SECOND
Easic Bean lnforDati.on
uon€nt D,esign
rype
Pinal Pos
han:0,00
CoDbo location
DC}|PSI Conc!,eft
![a:i Conbo: NA
vfh
0.000 0,000
shea! Desj,gtl
Iype Colbo
Final Left DCUPS2
Final Right ITUPS2
ETABS v7.16 Pll.e: 2583108
July 11, 2001 14:25
Slock V0K 0. ?5
0K 0,75
Kip-in gtrlts PAGB 180
Fv 1/3 Factor20.000 Yes20.000 Yee
AISC-ASD8g C@osite Bean Design Short Fottr Ortput 8ea[ Label: 8350
Basic Eean Inforution
Story: SECoND
Sbear Desigo
type Conbo Block v
linal left DCUPS2 oK 11.45
Fhal Ri.ght Dcl{PS2 0K 11.45
ETABS v?.16 File: 2683108 Kip-in Unlts PAGE 189
Jury u, 2001 14:25
Uoomt Design
TYPE
Final Pos
ihoent Design
lype
Flnal Pos
Shear Design
lype
Finai. left
liml Right
llonent Design
TYPE
Final Pos
Shear Desrqn
TYPe
Fi.ml Left
Pur:0,00
Codo Location
DCUPS2 BotFlange
hax Co6o: m
tl
't21.5L2
18 .51
PAGE 191
fh
22.903
fv
6.258q rqt
Ratio
0.694
Ratio
0.313
0.265
fv lv l/3 Factor
{.011 20.000 Yrs
4.011 20.000 les
!'b U3 Facto!
33.000 Yes
F'v 1/3 Factor
20.000 Yes
20.000 Yes
I
I
t
t
I
I
I
I
I
I
I
I
I
Ratio
0.201
0.201
Ratio
0.257
0.106
AISC-ASD89 Coryosite Bea! Design Short Forn Output Bean labcl: 8354 Story: SECoND
Basic Eean Infomation
lt@ent Design Poa'(: 0 . 00
lype C@bo location
Final Pos DCUPS2 BotF]ange
shear Desi.g!
TWe conbo Bl.ock V
Final I€ft DCllPS2 0K 18'84
Ftnal, Right muPS2 oK 15.91
ETIBS v7.16 FiIe: 2583108 (ip-in unite PIGE 190
,tul.y U, 2001 1|:26
PDax Conbo: NA
Mfb885.605 30.508
Fb 1/3 Factor Ratio
33.000 Yes 0.928
AISC-ASD89 C@osite Bean Design short forn Oltput Bean Label: 8358 Stoly: SECoND
Easic 8€a! InforDation
!ua::: 0,00 har Conbo: m
coobo Location l.l fb
DCl.lPSz gotFlaoge 1?51.489 11,855
Fb 1/3 Factor Ratio
33.000 Yes 0'359
C@bo Bloc k
DCUPS2 0K
DCI.IPS2 OK
Fv 1/3 Factor
20.000 Yes
20.000 Yes
fv
2.L25
EIABS v?.16 FiIe: 2583108 Kip-ln units
July 11, 2001 14:25
AISC-ASD8g Corposite Bean Design Sholt Font OutPut Bean label: 8359 Story: SECoND
Basic 8ea! Infomation
har:0.00
Colbo Location
DCINPSI CorcRight
har Conbo: NA
Mfb
3.858 0.013
Fb 1/3 Factor
1.800 Yes
Ratlo
0.007
I
I
I
l
I
C@bo
DCUPSl
BIock
OK 0.48
fv
0.211
Ratio
0.011
Fv 1/3 Sactor
20.000 Yes
I
I
T
I
I
t
I
I
I
l
I
I
I
I
I
I
I
I
I
latic EeaD InforDatiotl
U@nt Desiqn PnaY: 0.00 nex Coli: llt
ly"r Co[bo Location H fb
Final Po3 DCUPS2 Sor8lange 733,989 22.139
Sbear Desi$
fyle Conbo Bloct V fv
f1nal lelt DCUPS2 0K 8.22 {.955
Siral Rignt DCIPS2 oK L3.22 ,1.966
EIABS v?.15 File: 2583108 Kip-in Ulits PACE 228
Jul.y U, 2001 U:26
tlDe Corbo location tt fb
Fioal Pos DCllPS2 BotFlange 733.989 22.439
Shear Design
type Corbo Block V fv
Ftnll Left DCUPS2 0K 8.22 4.966
Final Right DCUPS2 0K L3.22 4.956
ErlBS v?.15 Filc: 2683109 Kip-in Uoits PAGE 229
.tuly U. 2001 U:25
Hdeot Design hal:: 0.00 Pnal: Conbo: NA
Iyp€ Conbo Location l{ fb
Pinal Pos DCllPS2 8otFlange ?33.989 22.439
Sbear D$ign
?ype CoDbo Block I fv
Eiral l€ft DCllPSz 0K L3.22 {.966
Pinal Right DCUPS2 0K 13.22 1.955
ETABS v7.15 File: 2583108 Kip-in onits PecE 230
,tuly U, 2001 14:26
Uonent Design hrar: 0.00 hmr Conbo: NA
Type Conbo Location U fb
Final Pos DCUPS2 Eotllange ?33.989 22.439
Fb 1/3 Facto!
33.000 YeE
Rltio
0.680
Ratio
0.680
lv 1./3 Factor Ratio20.000 Yes 0.24820.000 lcs 0.2{8
AISC-ASD89 Coqorltc Bcan Design Short For! OrtF.lt Bear tabel: 8154 Story: SECoND
lhetrt De3igl Pna:i:0.00 lha:i Colbo: NA
tb 1/3 Factor
33.000 les
lv 1/3 Factor Ratio
20.000 Yes 0.248
20.000 les 0.2{8
AISC-ASD89 Coeosite Bean Design Short Foru Ortput Bean Label: 8155 Story: SECOND
Baslc Bean Infoaation
lb l/3 Facto! Ratlo
33.000 Yes 0.580
fv 1/3 Factor Ratio20.000 Yes 0.2{820.000 Yes 0.248
AISC-ASD8g Coposj,te Bean Design Sholt ForE Output Bean Label: 8151 Story: SECoND
Basic BeaD Infornation
tb 1/3 Factor
33.000 Yes
Ratio
0.680
Shca! Dcsi9
Type Conbo Block
Final Left DCtlPS2 0K
Vfv
13.22 4.966
Fv 1/3 Factor
20,000 Yes
Ratio
0.24 8
A!SC-ASD89 C@ollte SeaB Design Short Fot! OrtPut B!a! Labelr 8ll8 Story: SECoND
Stnal Right DCUPS2 OK
Iteflection Design
ETABS v7.15 Fil€: 2683108 Kj'P-in units
July 11, 2001 1{:25
Basic Bea! InfoEatlon
uooeot Design hax: 0.00
Type Colbo Location
Sioal Pos DCl,lPS2 BotFlange
shear Desiqt
lype Co[bo Bloct
Final L€ft . Do.lPS2 0K
FiDaI Right DCllPS2 0K
EIABS v7.16 File: 2683108 K1p-in 0nlts
,tuly 11, 2001 14:25
Basic BeaD Infomation
llonlnt Delign hax:0.00
Tlrpe Cotrbo Locati.on
Final Pos DCllPS2 BotFlange
shear Desj.gtl
rype c@bo Block
final Lefr Dct Psz 0K
Final Ri.ght DCl.lPS2 0K
ETABS v7.15 File: 2583108 Kip-in Units
,tuly 11, 2001 14:26
13.22 5.008 20.000
PAGE 231
ha:i Corbo: l|A
Hfblb?33.989 22.439 33.000
t!
33.000
Rltio
0.580
Rrtio
0,680
Ratlo
0.24 8
0.250
Ratl0
u. btu
t
I
t
I
I
T
t
I
I
I
I
I
I
t
I
T
I
I
1/3 Factor
Yes
11 t''
L3,22
PAGE 232
tl
?33.9E9
11 1''
L5.tZ
PAGE 233
fv Fv 1./3 Factor
1.966 20.000 Yes
5.008 20.000 les
Ratio
0.248
0.250
AIsc-AsD89 c@posite Bea! De3igt Short 8o!D Ortput Bea! IabeL: B1{9 Story: SE@ND
ha'{ C@bo: t|A
th tlr
22.439 33,000
fv Fv 1/3 Factor
{.966 20.000 les
5.008 20.000 Yes
1/3 Eacto!
Yes
AIsc-AsD89 Coryosite Bean Design Short Porn outPrt Bean Label: Bl50 story: sECoNlD
Basic Beatn Infonation
Itonent Design Poa':: 0,00 Pnar CoDbo: M
Type Ccobo Locatlon ll fb
Pinal Pos DcuPsz BotF]ange ?33.989 22.439
1/3 Facto!
shear Design
Type C@bo Block v
Final Left DCUPS2 0K 13.22
iinal Right DCUPSz 0K 13,22
ETAES v7.15 FiIe: 2583108 Kip-in Unlts PAGE 231
July U, 2001 14:25
fv
4. 966
5.008
Fv 1/3 Facto!
20,000 Yes
20.000 Ye!
Ratlo
0.24I
0.250
AISC-ASD8g Coposite Bean Design Short Fom output Bear Label: B5l1 Story: SECoND
I
t
I
I
I
I
AISC-ASD89 Coqosite BeaD Design Short Forn output Bea[ trabel: Bl25 Story: SECoND
8a3ic Bean lt|for|lation
[ooent DesiEn Pnax: 0.00 Pnafi Colbo: NA
Ty?e C@bo Locatiotr U fb Ib 1/3 Flcto! Ratio
Flnal. Pos DCUPSI ConcRj.ght 0.000 0,000 1;100 Yes 0.000
Shrar Desigr
Typc Coobo Block v fv fv 1/3 Factor Ratio
Iinal left DCUPSz oK 0.9? 0.{43 20.000 Yes 0.02?
final Right DctPs2 0K 0.97 0.148 20.000 Yes 0.022
ETABS v?.16 FiIe: 2583103 Kip-in Unj.ts PAGE 221
.ruly u. 2001 ra:25
AISC-ASD89 Conposite Bear Design Short Forn output Bea! I"abel.: 8{26 Story: SECOND
I Basic Bean InforDationr
UoD€nt Delign ha\: 0.00 Pna:r Conbo: NA
,l lype C@bo location U ft tt 1/3 Factor Ratio
I Finat Pos DCllPSl ConcRight 0.000 0,000 1,800 yes 0.000
I shea! Design
I lype Coobo Btock V fv !V 1/3 Factor Ratio
final L.ft DCUPS2 OK 0.97 0.443 20.000 yes 0.022
I Final Rj,ght DcuPs2 oK 0.97 0.446 20.000 Yes 0.022
I ETABS vr.l5 Fite: 2583108 Klp-i.n UnirE pAGg 222
July 11, 2001 14:25
r
I AISC-ASD8g Conposite Bean Desrgn Sholt Forn output Eean Label: 8156 Story: sEcoND
Basic Bea! Infornatlon
I }lonent oesign ha!:: 0 . 00 ha:{ Conbo; NAITyTe CoEbo Location M fb ib l/3 Eacto! Ratio
final Pos DClOs2 BotFlange ?33.989 22.439 33.000 yes 0.680I,IT
- shear D$ion
I TlDe Conbo BIoc* V fv Fv 1/3 facto! Ratio
I Final left DGrPs2 0K L3.22 4,956 20.000 Yes 0.248
lr Final Right DCllPS2 OK 8,22 4.956 20.000 Yes 0.248
ETABS v7.16 File: 2683108 Kip-in Unite PAGE 223
f JuIy 11, 2oo1 L4:26I
AISC-ASD89 Conposite Bean Design Sholt Fo![ output Bean label: 815? Stoly: SECOND
-A Basic Bea.n rnfomationI
lbnent Design has: 0.00 Pnax combo: NA
I Type Conbo Location u ft r'b 1/3 lactor Ratio
I Filal Pos .DCl.tPs2 EotFlange ?33.989 22.439 33.000 Yes 0.580
!
I
Shea! D$ign
lype Cdbo Block v
Fi.nal Left InPS2 0K 13.22
Final Rigbt DCllPS2 0K 13.22
ETABS v?.16 FiIe: 2583108 Ki.p-i.r 0nlts PAGE 224
July U, 2001 1{:25
AISC-ASD89 coryosite Eea! Dlsign Short Eom output
Basic B€a[ Infomation
Shear Desigtr
. Ty?€ Cmbo Block V
Final left DCuPs2 o( L3.22
ainal Right DCUPS2 0K 73.22
ETABS v7.15 Fite: 2683108 Klp-in Units PAGE 225
July U, 2001 14:25
AISC-ASD89 Cooposite Bean Design sbort Forn output
Basic Bean InforEation
Shear Desj,gtl
Type Conbo 8lock V
Final Left DCuPs2 oK L3.22
Final Right DC}lPSz oK 13.22
ETAES v7.16 FiIe: 2583108 Kip-in Units PAGE 226
,July 11. 2001 lr:25
fv Fv
4.956 20.000,t.966 20.000
BerE Iabel: Bl58
1/3 Facto!
yes
Yes
Rati.o
0.2{8
0.248
I
I
I
I
t
I
I
I
I
I
I
I
I
I
I
I
Stoly: SECoND
Itotrent Desigr hax: 0.00 ha>: colbo: M
Type Codo Location l.l fb rb
Final Pos DrtrlPs2 EotFlange ?33.989 22,439 33,000
1/3 Facto!Ratio
0.580
fv !V
4.965 20.000
t,955 20.000
1/3 Eactor Ratio
0.248
0.248
Ratio
0.580
Ratio
0.244
0.24I
Ratio
0.680
Eean Label; 8159 Stoly: SECoND
t{onent Desigrl Pna\: 0.00 Pna$ CoDbo: NA
Type C@bo Lcation l{ fb Et 1/3 facto!
Pinal Pos DCUPSZ BotFlanse ?33.989 22.439 33.000 Yes
fv Fv 1/3 factor4.965 20.000 Yes
4.966 20.000 res
AISC-ASD89 Coryosite Bean Design Short Fom Output Bean Label: 8152 Story: SECoND
Basic Bean Infomation
T
I
t
MoDent Des19
lype
Final. Pos
Pnai:0,00
CoDbo Location
DCl,lPS2 BotFlange
Pnax Conbo: Nl
Mft?33.989 22.439
fv
4. 965
4.966
Fb 1/3 Factor
33.000 Yes
Shear Dsign
fl?e Conbo Block v
Final Left DCMPSz 0K 13.22
Final Right DCUPS2 OK 13.22
ETlls v7.15 File: 2683108 Kip-in Units PAGE 227
JuIy 11, 2001 14:26
Fv 1/3 Factor
20.000 Yes
20.000 Yes
Rat io
0.218
0.2 {8
AISC-ASD89 Conposite Eean Design Short Forn output Bean Label: 8153 story: SECoND
t
I
I
I
I
t
t
t
t
I
l
I
t
t
I
I
I
I
I
ETABS 17.16 PlIe: 2683108 Kip-in Units PAGE 213
ituly U, 2001 1{:26
AISC-ASD89 Cqosite Bea! Design Short For! output 8ea! Label: B{40 Story: SECoND
Basic Bea! Infonatlon
ll0€nt ltesign
lyPc
Final Po8
hal:0.00
C@bo location
DCllPS2 BotFlange
haz C@bo: NA
Mfh
4{3.260 r8.560
Fb 1/3 Facto! Ratio
33.000 les 0.555
Shear tlesig!
tlpe Conbo Block v
Pinal Left DCuPs2 0K 9.11
Final Right DCUPS2 0K 9.11
8?ABS v7.16 Flle; 2683108 Kip-in Units FAGE 214
July U, 2001 14:26
Shra! Desigl
Ty?e Codo Block V
Pinal Left DC1{PS2 oK 9.19
Flnal Right DCMPS2 0K 9.22
E?ABS v7.16 File: 2683108 Kip-in Units PAGE 215
July U, 2001 14:2 5
Baric Bea[ InfolDation
U@ent Design Ptrax! 0.00
lype Cmbo locatj.on
Final Po! DCttPS2 BotFlange
Shear Design
Typ. CoDbo Elock
Final left DCMPS2 0K
Final Right DCMPS2 0K
EIABS v?.16 File: 2683108 Kip-i.r Units
July 11, 2001 14:26
4.1?5
{.15?
tv
{ .193
4.224
Fv 1/3 Factor
20.000 Ycs
20.000 Yes
lb 1/3 Factor
33.000 Yes
Ratio
0.209
0.208
AISC-ASD89 C@osite B€ar Dcaign Short Fo!! Ottput Bean labe] r 8520 Story: SBCoND
Mooetrt Design PnaY:0.00 haa Conbo: M
Type C€Ebo location M fb
Plnal Por DCttPSz BotFlanae 453.439 19.07?
Ratio
0.5?8
FY 1/3 Factor &atio20,000 Ye3 0.210
20.000 Ycs 0.211
NSC-ASD8g Conposi,te Eear Design Short Forn Output Bean label: 8621 Story: SECoND
Pnar: CoDbo: NA
Mfh
4 {8,333 r8.868
Vfv
9.14 4.169
9.16 4 .200
PAGE 216
ha!; Conbo : NA
Mib
?89.146 19.327
Fb 1,/3 Factor
33.000 Yes
Ratio
0,512
AISC-ASD8g Conposite Beatr Design Short Eorn Output Bean Label; 8622 Story: SECOND
Fv 1/3 Facto! Ratio
20.000 Yes 0.208
20.000 Yes 0.210
ft 1/3 ractor Ratio
33.000 Yes 0.586
Basic Bear I[foElatlon
Uoncnt Design Pna:i: 0.00
Ilrpe CoDbo Iocation
Flnal Pos DCMPS2 BotF]anqe
Shear Design
Type Conbo Block v
Einal l€ft DCI'|PS2 OK 12.15
Fina] Right DclIPSz 0K 12.13
EIABS v?.16 FiIe: 2683108 Kip-in Units PAGE 217
July U, 2001 14:26
fv lv 1/3 Factol4,5{5 20.000 tes{,711 20.000 Yes
Ratio
0.22'l
0.236
Fatio
0.229
0.23'l
I
I
I
I
I
I
t
t
I
I
I
I
I
I
I
I
I
I
AISC-ASD89 Cory61te 8ea! Design short Foru output Bean Iabet: 8523 stoly: SECoIID
Basic Bean Infornation
Shea! Desig
Type Combo Block
Final Left DCllPS2 0f
Fioal Right DCllPSz OK
EIABS v'I.16 File: 2683108 Kip-in tnits
July U., 2001 1,1:25
UoGnt Design
Type
Final Po!
Uonent Desiqn
TyPe
Final Pos
?nax: 0.00
Conbo location
DCl.lPs2 SotFlange
hax: 0.00
Cmbo location
DCUPSz BotFlange
Block
OK
OK
Pnar: 0,00
Conbo locati.on
DCllPS2 BotFlarge
han Codo: NA
ufb198.114 18,E35
!t 1/3 Factor Ratio
33.000 les 0.5?1
Fv 1/3 facto!20.000 Yes20.000 Yes
AISC-ASD89 Co4)osite BeaB Design Short Sorn Ortput Bean Label: 8435 Story: SE@ND
Easic Bean Infornatior
t2.25
12.22
PIGE 218
u
10?. a39
v
4.55
PAGE 2I9
v
4.55
4 .55
PAGE 220
IY
4.511
4. ?45
2.09't
2.085
Ratio
0.105
0.10{
Pral: CoDbo; llA
fb Fb 1/3 Factor Ratio
{.?0? 33.000 Yes 0.143
Shear Desi.gn
Type Colbo
Ei.nal !€ft DCUPS2
Final Right DCUPS2
Monent Design
TyPe
Fi[aI Pos
Fv 1/3 Factor
20.000 Yes
20.000 Yes
ETABS v1.16 File: 2583108 Kj.p-in Units
JuIy l1r 2001 14:26
AISC-ASD89 CoEposi.te Bea! Design Short Form Output 8ea! Label: 8436 Story: SECOND
Basi,c Bean Infornati.on
ha:i Conbo: NA
r.r fb
10? . 439 4.101
It 1/3 Factor Ratro
33.000 Yes 0.113
Shear Design
Type Conbo BLock
8i.nal Left DCUPS2 OK
Firal Right DCUPSz 0K
ETABS v'I.16 Fj.le:-2583108 Kip-in Units
July 11, 2001 14:26
fv
2.09'l
l.u!0
Fv 1/3 Factor
20.000 Yes
20,000 Yes
Ratio
0.105
0.104
I
I
I
I
I
I
I
I
I
l
I
Fhal I€ft tntPs2 0K 5,50 2,112
Flnal Right DCMPS2 0K 5.50 2.602
ETABS v?.16 File: 2583108 Kip-in Units PAGE 206
.tuly u, 2001 14:26
20.000
20.000
tv 1/3 Factor
20.000 Yes
20.000 les
Fb 1/3 Factor
33.000 les
Yes 0.122
Yes 0.130
Ratio
0. 697
Ratio
0.2 54
0,254
AISC-ASD89 Coposite Bea[ D$ign Sbort Fom Output Bcan tab€t: B,l02 Stoly: SBCOND
Balic B€ar Itrfo.rlati.on
lifficnt Design Pna:: 0.00
Type Cmbo Location
FinaL Pos DCMPS2 BotFlange
sbea! Desiqn
Type Conbo
81nal Left DcuPs2
Einll Right DCUPS2
EIABS v7.16 Flle: 2683108 Kip-in Units
July 11, 2001 l{:26
Bagic Bean InforDation
XGnt Design ha,{: 0.00
Type Conbo Location
Flnal Pos DCUPS2 gotFlange
AISC-ASD89 Coryosite gear! Desigrn Short Forn Output Bean Label: Bl03 Story: SECO{D
Block
OK
OK
Conbo Block
DCUPS2 0KDCtrPS2 0K
ha:i Cmbo: NA
vfh
969.028 22.985
Vfv
LJ.Z | ).u tt
15.27 5.079
PAGE 207
het Coobo; llA
Mfb
8r0.010 18.952
vfvt2.16 4.456
12.76 4.466
Pnai Colbo: NA
ufb810,010 18.952
F|\ I /l F.^r^r
33.000 Yes
Ratio
0.574
Ratio
0.574
Shrar DeEign
Type coubo
Final l,eft DCUPS2
Final Right DCI{PS2
Ho[ent oesign
Type
Sinal Pos
Shea! Design
Type
Final Left
Final Right
BIock
0r
OK
ha!i: 0.00
Cmbo Location
DCUPSz BotFlange
Fv 1/3 Factor Ratio20.000 Yes 0.223
20.000 Yes 0.223
I
t
ETABS v?.16 Flle: 2683108 Kip-in {rnits
JuIy 11, 2001 1{:26
AISC-ASD89 CorrFosite 8ea[ Design Short Forn Output Bean label: 840{ Story: SECoND
Basic Bean Ilfonation
tt 1/3 Factor
33.000 Yes
I
I
t
I
12.16
12.16
PME 209
fv
{ .456
{.465
&atio
0.223
0 .223
Fv 1/3 Factor20.000 Yes20.000 Yes
EIABS v?.15 File; 2583108 KiFin Units
,tulv U, 2001 14:26
AISC-ASD89 Coryosite Bear Desiqr Sholt Foln output
Basic Eean Infornation
Eean Label: 8405 story: SECOND
Mon€nt Desigl
Type
Final Pos
t{onert Design
Ty?e
Final Pos
Shear Design
TyPe
Finel left
Final Rigbt
Honent Design
TyPe
Fi,IlaI Pos
Shear Design
rype
Final Left
Final Right
Uonent Design
Type
Flnal Pos
Shear Design
lyPe
Final Left
Final Right
Poalt: 0.00
Conbo lrocation
DCUPS2 BotFlange
Pnar:0.00
Colbo l,ocati,on
DCllPS2 BotFlarqe
hr:r Codo: ilA
l.t
442.214
9.36
PAG' 2II
0.83
n n?
PAGE 212
9,11
0 tl
fb
18.51?33.000
Ratio
0,551
1/3 Facto!
Yeg
I
I
I
I
I
t
I
I
I
I
I
I
I
Sbclr Desig!
It?e c@bo Blocl v
Final l€ft DCtlPSz 0K 9.36
Flnal Right DCUPS2 0K 9'35
E1ABS v?.15 tile: 2683108 KIP-io tnits PIGE 210
July U, 2001 14:26
Cr ' Fv 1/3 Facto!
1.004 20.000 Ye3
4.08{ 20 ' 000 Yes
natio
0.20{
0.204
Ratio
0.20{
0.20{
Ratio
0.005
0.006
AISC-ASD89 Corposite Bea! Design Short ForD Output Beea labcl I 8{06 Storyr SECoND
Basic Bean InforEation
Ptral| Conbo: [A
M!b
4t2.244 18.517
fv
4.084
4.08t
Ratio
0.564
Ratio
0.000
lb l/3 Factor
33.000 les
Conbo Block
DCI'|PS2 0KDCUPS2 oK
Fv l/3 Factor
20.000 Yeg
20.000 Yes
ETAES v7.16 EiIe: 2683108 Klp-in Units
July 11, 2001 14:26
AISC-ASD89 Co4osite BeaD DeEign Sholt Forn Oulput Sean Label: 8108 Story: SECoND
Baslc Bean Infolaatiotr
Coubo Block
DC!{PS2 oKDCUPS2 0K
Pnax: 0.00
C@bo location
DCllPSl Eotrl.angr
h|x:0,00
Conbo lJocation
DCUPS2 BotFl.atge
Pna:i Codo: NA
Mfb0.000 0.000
Fb 1/3 Factor33,000 Yes
fv 1/3 Factot
20.000 Yes
20,000 Yes
$ 1/3 Factor
33.000 Yes
nr 1/3 Factor20.000 Yes
20.000 Yes
Cv
0 .118
0.t21
ETABS v7.16 rile: 2683108 Kip-in Unlts
JuIy 11. 2001 U:26
AISC-ASD89 Coqosite Bean Design Short Fore output Bcrn label: 8439 Stoly: SECoND
Basic Eean Infornation T
I
I
l
I
Elock
OK
hari CoDbo: NA
Is413.260 18.660
conbo
DCUPS2
DCUPS2
fv
4.175
4.15?
Mtio
0.555
Ratio
0.209
0.208
I
I
I
TlDe Coebo Block v
Final, t€ft DCUPS2 0K 11.74
Fi.oal Right DcllPs2 0K 11.79
E'IrgS v?.16 FiIe: 2683108 Kip-in Unlts pAcE 199
ituly 11. 2001 1{:25
5.358q ttn
!v
6. 191
5.211
fv
5.757
J.
'O/
fv
0.187
0.289
Ratio
0.258
0.259
Ratio
0.'t22
Fv 1/3 ?actor20.000 Yes20.000 Yes
Block
OK
OK
t
I
I
I
I
t
l
I
I
t
I
I
t
I
I
AISC-ASD89 Co@osite Bean Design Short FoED Output Bea! Label: 8519 Stoly: SECOND
Ballc Beas Infoluation
l.lomnt Desigl
1}?€
Flnal Pog
ShrEr Desj.gn
TI?e
Pinal left
Flnal Rlght
l|6ent Des lgn
Type
Flnal Pog
hax: 0.00 pnaE Conbo: NA
Conbo Locati.oo !{ tb
DCUPS2 EotFtange t018,222 23.8t3
tb l/3 factor
33,000 Yes
EmBS v?.16 File; 2683108 Kip-in Units ptcE 200
Jlrly 11, 2001 14:26
AISC-ASD89 Coryosite Bean Deeign Sholt For-o output Bea! Label: 8392 Stoly: SECOND
Ea!1c BcaD Infornation
CoDbo
DCUPS2
DC PS2
15.51
15.66
Ratio
0 .310
Ratio
0.s80
Fv 1/3 Factor20.000 Yes20.000 Yrs
Fb 1/3 Facto!
33.000 les
lh€nt Deslgn
ryPe
Flnal Pos
Shear DeEign
Typr Conbo
Flna] t€ft DCUPS2
Firal Right DCl.lPS2
EIABS v7.16 File: 2683108 Kip-in Units
JuIy ll, 2001 1l:26
P[a:i: 0.00 PDa.: Coobo: IA
c@bo Location fb
DOIPSz BotFlange 1034.287 19.r25
Block
OK
OK
15.80
15.80
PAGE 201
L.24
PAGE 202
tw
19. ? 98
19.7 98
Ratio
0.291
0.291
l/3 Factor
Yes
AISC-ASD8g CoEposite Bean Design Short Forn Output Bean Label: 8394 Stoly: SECOND
gasic Be.|tl lDforrflation
ha:i: 0. 00
Conbo Location
DCllPSl ConcRight
BIock
OK
OK
Pna:i Conbo: NA
lf fh
0.000 0.000
Fb 1/3 Factor
1.800 Yes
Ratio
0.000
Shear Design
fype conbo
Final J,eft DCMPS2
[iml Right Do.lPS2
Fv 1/3 Factor
20.000 Yes
20.000 Yes
Ratio
0. 009
0. 014
EIABS v?.16 Fil€r 2683108 Kip-in Units
July 11, 2001 14:25
AISC-ASD89 Coryosite Bean Design Short Fors Output Bea[ Iab€].: 8127 Story: SECoND
Basig Bea[ Infonatiorl
I
I
I
I
I
I
Mooent DesiEl
rype
Sinal Pos
Morent Design
TyPe
Final Pos
Shear Design
Type
hax:0.00
Corbo Locatlon
DCUPS2 BotFlange
Pua:ir 0.00
Coebo location
DCMPS2 BotFlange
hax CoEbS: l{],
Mfb
645. r89 23.252
tb l/3 Eactor33.000 Yes
Fv 1./3 Factor20.000 re320.000 Yrs
natio
0.705
Shear Design
Type Codo 8lock
Flaal Left DCUPS2 0f
Final Right DotPs2 0l(
ETABS v?.16 FiIe: 2683108 Kip-in Units
,ruly 11, 2001 14:26
Basic Bean InfoEation
ll,ooent Design Pnas: 0.00
Iype coDbo Location
Final Pos DCUPS2 BotFlange
72.15
12.45
PAGE 203
H
108,859
4.6'l
PACE 205
fe
5.131
5. r3l
fb
4.759
Ratio
0.2't2
0.272
AISC-ASD89 Cmposite Bean Design Short Forn Oltput Bean LabeL: 8398 story; SECoND
Plar Cosbo: M
Ratio
0.1!5
I
1
I
I
I
I
I
I
t
rt l/3 Facto!
33.000 les
Shear Design
Type Conbo Block V
Einal l,eft DCI'iPS2 0K 4,'12
Final Rj.ght DCtlPS2 0K 4.'12
EIABS t?.16 FiIe: 2683108 Kip-in lrnits PAGE 204
.tuly 11, 2001. U:25
t n(a
Z.IOJ
Ratio
0, 103
0. 108
Ratio
0.146
Ratio
0.102
0.108
Fv 1/3 Facto!20.000 Yes20.000 Yes
A!SC-ASD89 Coryosite Eean Design Short Forn output Bean Label: 8399 Story: SECoND
Easic Eean Infornation
Monent Design hax: 0.00
Type Conbo location
Final Pos DCl.lPS2 Botflange
Shear Design
Tlpe Conbo Block
Final Left DCUPS2 0K
Final Right DCtilPS2 0K
EnaS v7.16 File: 2583108 Ki.p-in Units
JuIy 11. 2001 14:26
PEa:i Conbo: ilA
ufb110.269 4,831
tb l/3 Factor
33.000 Yes
fv
2 .039
2.L54
Fv 1/3 Factor
20.000 Yes
20.000 Yes
A!SC-ASD89 Coeosite Bean D$ign Sholt Forn Output Bea! Lab€l: 8401 Storyr SECoND
Basic Bean InforDation
ha:a CoDbo I lB
Mfb
132.050 5,?85
Ft l/3 Factor
33.000 Yes
Rat io
0.1?5
I
I
IFv 1/3 Factor
Ratio
0.218
0.215
I
t
I
I
I
I
I
t
T
l
I
I
t
I
I
I
I
I
rbat RIEht DCl,tPSl 0K 0.48
arlBs v?.15 Flle: 2683108 Kip-in Units prGE 192
July 11, 2001 14:26
20.000
AISC-ASD8g coryosi.te Beatr Desi.gn Short Fo output 8ea[ label: 8360 stoly: SECoND
SEsic 8ea! Infonation
0,011
Ratio
0.008
0.096
0.1s6
Ratio
0.178
0.546
lf6ent Delign
TYPE
Flnal Pos
Final Neg
Shear Dc!1gl
lype Conbo
Fi.nal Lclt DCl.lPSl
Final Riqht DctlPs2
tinal tbrst DCl,lPS2
EIIBS v7.16 File: 2683108
Juty U, 200r 1{:25
hax: 0.00 hax Conbo: A
codo Location u fb Fb 1/3 Eacto!
Dcr,lPs2 BotFlange 235,316 5,888 33,000 t.!
DCI{PS2 Eottrlange -181.090 6,252 9.676 les
Blocl
OK
OK
OK
Kip-in t ni.ts
0.48
5.?9
9.3?
PAGE 193
12.09
12.09
PAGE 194
0 .161
1.928
3 .115
Iv 1/3 Sactor
20.000 Ye!
20.000 Yes
20.000 Yes
AISC-ASD89 C@o3ite 8ea!, Design Short ForD output Bea[ Inbel: Bl55 Story: SE@ND
Basic 8ea! Infomatior
XeDt Desiqr
rype
Final. Pos
MoEent Des1gn
TyPe
Final Pos
Pnax:0.00
CoDbo Location
oCuPS2 Botilange
ha-r: 0.00
ColDo location
DCl.lPS2 BotFlange
ha.{ Conbo: NA
Mfb
61t.t12 28.952
lb 1/3 Pactor
{5.000 Ycr
Ratio
0.6,t4
Shea! Dcslgn
lype CoEbo Block
8lnal L€ft DCUPSz 0K
tinal Right DCUPS2 0K
ETABS v?.16 tiLer 2683108 Kip-il 0nj.ts
July 11, 2001 14:26
5. 510
5.529
Fv l/3 Factor
20.000 Yes
20.000 Yes
AISC-ASD89 CoDposite Bean Design Short Forn outpqt Bean !abeL: 8372 Stoly: SECoND
Basic Bean Ilforoation
Pua:i Coobo: ltA
l.t fb
125.380 s.536
fv
2,449
!b 1/3 Facto!33.000 Yes
Ratio
0.168
Sh!a! Desiga
ty?e coDbo
Final t€ft DCMPS2
Final Right DcMPs2
EIABS v7.15 tile: 2583108
,tuly 11, 2001 14:26
Block v
0K 5.35
0t( 5.35
Kip-in ttnits PAGE 195
nr 1/3 Factor20.000 Yer20.000 Y€s
Ratio
0.!22
0,122
AISC-ASD89 Conposi'te Bean Design Short ForI[ output
Basic 8ea! InfolMtion
Bean Label: 8373 Story: SECoND
I
I
I
Shear Design
Iype Cotrbo Block v fu
Final Left DCllPs2 0K L4.22 6,205
Fioal Right DCI'|PS2 0K 13.{{ 6.211
EtABs v?.15 File: 2583108 Kip-ln tnits PAGE 196
.tuly u, 2001 14:25
Basic Bea! IDfornation
Morent Des j,gn ha-'r: 0.00
Type Conbo Locatior
Fina] Pos DCuPs2 EotFlange
Shear Deslgn
flpe cmbo glock
Final Left DCllPSz 0K
Fiaal Ri.ght DCuPs2 0K
Pna,r Colbo: llA
ufb921.976 32.421
Fb l/3 facto!
33.000 Y€3
t\r 1/3 Factor
20,000 Ye!
20.000 Ye!
!b 1/3 Factor
33.000 Yes
l,loGnt Derign
TYPE
Firal Pos
Uooent Design
TyPe
Final Pos
Sltea! Design
TYPE
Final Left
linal Rlght
Monent DesigD
TYPC
Firal Pos
Shear Design
Prar: 0.00
Colbo trocatlon
DCUPS2 BotFLangc
ha:r C@bo: llA
tl
965.280
fb
32.3t1
tv
).IJJ
Ratio
0.980
Rrtio
0.310
0.312
Ratio
0.983
Ratio
0.265
0.261
Rat10
(,. rzb
AISC-ASD89 Conpolite Bea[ Design Short Foro Ortput Bean I,abel: 8374 Story: SECoID
I
I
T
I
I
t
t
I
I
t
EIABS v7.15 EiIe; 2583108 Kip-in Units PAGE 19?
iruly 11. 2001 1{:25
AISC-ASD89 C@posite Bea! Design Short Forn Ortput Bean Label: 8383 Story: SECoND
Basic Eean Infomation
Vfv
11.{9 5.342
F l/3 Factor
20.000 Yts
20,000 Yes
Eb 1/3 Pacto!
33.000 Yes
hari: 0.00 har: Conbo: lO
Combo Location U fb
DO,PS2 Botllange 558. ?82 23.944
CoEbo 8Lock vDCMPS2 0K 11.69
DCUPS2 0K 11.69
Fv 1/3 Factor
20.000 Yes
20.000 Yes
Ratio
0.261
\J.ZO t
Satio
0.?38
EIABS v7.16 EiIe: 2583108 Kj.p-j.n Units PAGE 198
July 11, 2001 U:25
AISC-ASD89 CouPosite Eear Design Sbort For! Ortput Bea! Lab€I: 8618 story: SECOND
Ba8ic Seaa InforEation
Iha:i; 0.00 hay Conbo: llA
Conbo Location M fb
DCMPSz BotFlaoge 5?8.556 24.345
r! 1/3 Factor
33.000 Yes
I
I
t
t
t Baslc Bea[ Infotrrtion
llooent Desj,gn Poax: 0,00 hax Coabo: tO
Ty?e C@bo Location tt fb
fltraL Pos DCtlPS2 gotFlange 137.?{5 5.03{
!b l/3 Factor Ratio
33.000 res 0.183I
I
I
I
I
I
t
I
I
I
I
I
t
Shear Design
Ti?e C6bo Block v
Einal left DCtlPS2 0K 5.83
Final Right DCuPs2 o( 5.83
ErAES v?.16 File: 2683108 Kip-in Unirs pAcE 235
July u, 2001 14:26
sh€a! Design
Type Corbo Block v
Pinal Left DCllPS2 0K 5.83
FimI Rj.ght ISPS2 OK 5.83
ETABS v7.15 Filc: 2683108 Kip-itr ttrits PAGE 235o y lt, 2001 t4:26
Shear Deslgn
Type C@bo Block v
fllal teft DCUPS2 oK 5.83
Fiml Right DcllPs2 oK 5.83
EIABS v?.16 File: 2683108 Kip-j.n tlnits PAGE 237
.tuly U, 2001 14:26
FY 1/3 Factor Ratlo
20.000 Yes 0.135
20.000 Yes 0.13{
2.614
Rat io
0.135
0.13{
Fv 1/3 Factor20,000 Yes20.000 Yes
AISC-ISD89 C@osite Bea! Design Short forD output Bea! Leb€I: B5l2 Stoly: SECoND
Basic Bean lofolaetion
lilooent Design hax: 0.00 ha:. CoDbo: NA
type Conbo Location M fb
Flnal Pos DCUPSz BotFLange 137. t43 5.03{
Fb 1/3 Factor
33.000 Yes
Ratio
0.183
AISC-ASD89 Colryoslte BeaD Design Short Forn output Bea! Iabel: 8513 Stoly: SECOID
Baslc 8€an Infornation
fv
2.112
2.614
f,v
2.614
2.'n2
Rat io
0.r83
otrent De3ign Poari: 0.00 !na:i CoDbo r NA
Type Colbo locatj.on M fb
Final Pos DCllPSz BotFlange 13?.?45 6.03{
$ 1/3 Factor
33.000 Yes
Fv 1/3 Factor20.000 Yes20.000 Yes
Ratio
0.13{
u. _tJb
llsc-AsD89 conposj,te 8ea! Desiqn short ForD output Bea! Label: 852{ Story: SECoND
Bagic Bear tnfornation
t
I
I
ll@ent Desigfl h|a:i; 0.00 Pna:{ Cofdbo: NA
Type Conbo location M fb
Final Pos DcMPs2 Botflanqe 115.015 5,039
Sheat Design
Type
Fh ]/? ar.t^r Rrti6
33.000 Yes 0 .153
Coobo Fv 1/3 Factoi Ratio
F.naI Left DCllPS2 OK 4.81
Final Right DCUPS2 oK 4.8?
ETABS v7.15 FlIe: 2683108 Kj.p-in Units PAGE 238
JuIy 11, 2001 1{:25
Uonent Design
Type
Final Po!
Pnari:0.00
C@bo lDcation
DCllPS2 BotFlange
2,245
2.233
Pnari Conbo: NA
Mfb
115.015 5.039
20.000
20.000
Pv l/3 Factor
20.000 les
20.000 Yeg
lb 1/3 Factor
33,000 les
Ycs
Yes
0.112
I
I
I
I
I
I
AISC-ASDE9 Cooposite Bea! Design Short Fom output Bcan [r!cl: 9525 Story: SECOND
Basic BeaE lDfomation
Fb 1/3 Factor Ratio
33.000 Yes 0.153
Shea! Design
Ty?e Cobo Bl.ock V
Final kft DCllPS2 oK 4.8?
Final Right DCI{PS2 OK 4.87
ETI.BS v?.16 File: 2683108 Kip-in Unj.ts PAGE 239
JuIy 11, 2001 1{ 126
2.245
2.233
Ratio
0.112
0.112
AISC-ASD89 ConPosite Beaa Desjgn Short Forn Output BeaD lab€Ir 8526 Story: SECOND
5.039
Ratio
0.153
T
I
I
I
I
l
t
Basic Bean Infomatlon
Uonent Design harir 0.00
Type CoDbo Location
Final Pos DO.iPS2 EotFlange
Sasic EeaD Infornation
Moment Desj,gn Pna.:: 0.00
type Conbo l,ocation
Fj.nal Pos DCUPS2 BotFlange
Shear Design
Iype Colbo Block
Final Left DCl,lPS2 0K
Fj.nal Right DCtlPS2 0K
ETA8S v?.16 Pller 2683108 Kip-i.n Units
,IuIy 11, 2001 14 t26
ha:t CoEbo: llA
u
115.0r6
Shear Design
lype Conbo Block V
Pinal Left DCUPs2 Or 4.8?
Final Rj.ght DCllPS2 0K 4.81
E?ABS v?.16 Filc: 2683108 Kip-in units PAGE 240
JuIy 11, 2001 1{;25
fv
2.233
PDa:i Cotrbo: NA
ufb115.016 s.039
Fv l/3 Facto!20.000 Yes20.000 Yes
Ratio
0. 112
0. 112
AISC-ASD8g Conposite Eeam oesign Short Forn Output Bean Labe]: 8529 Story: SECoND
Fb 1/3 Factor33.000 Yes
Ratio
0.153 I
I
I
T
T
I
4.81
4.81
PAGE 241
fv
2.233
Ratio
0. 112
FY 1/3 Factor20.000 Yes20.000 Yes
AISC-ASD89 Conposite Beard Design Short Forn Output
Basic Bean Infornatio[
Bear Label: 8536 slory: sEcoID
I
I
I
I
I
I
I
l
t
I
I
thent Design ha:i: 0.00 piar Cdbo: NA
type Codo Locatj.on U fb Eb 1/3 Factor Ratio
Final Pos DOIPS2 BotFlange t22.592 5.3?O 33.000 ye3 0.1G3
shear Derigr
lype Cmbo Bl.ocl V fv . F, l/3 Factor Ratlo
Final Left 0CU!S2 oK 5.19 2,393 20.000 yes 0.120
ti.nal Right I)o|PS2 0K 5.19 2.380 20,000 yes 0.119
EIABS v7.15 Pile: 2683108 Kip-tu Unj.ts PAGE 2{2
July 11. 2001 14;26
AISC-ASD89 Coryosite Beae Desi.gn Sholt l.ora output Bea! labelr 853? Story: SECOND
Easic Bea! hfornation
Hment Design hax ! 0. 00 hax Co[bo: llA
. Ty?e Conbo Location M fb Eb l/3 Factor Ratio
Final Pos DCMPS2 BotFLarge 122.592 S.3?0 33.000 yes 0,163
Shear Design
TyIe Co[bo B].ock V fv fV 1/3 Factor RatioFinal left DCUPS2 0K 5.19 2.393 20.OOO y€s 0.120Flnal Right IHPS2 oK 5.19 2.380 20.000 yes 0.119
E!A8S v?,1.6 FiIe: 2583108 KiF-i.D Unit3 PAGE 213
ituly l1, 2001 1a:26
AISC-ASD89 Co4osite Bear Design Short Forn Output Beao label: B5?? Story: SDCOND
Easic Bea[ Infornation
l|o[rnt Design loa':: 0. 00 pna.: CoOo: l|A
type Coobo Iocation U fb Fb l/3 Factor Ratio
Fj.BI Pos DCUPS2 EotFlange 1023.919 23.116 33.000 yes 0.719
f S[ea! Design
TI?e Conbo Block v fv Fv l/3 lactor Ratj.o
I Flnal Left Dcl.rps2 oK 15.69 5.{02 20,000 yes 0.210
I FrDaI Rrghr Dcups2 oK 15.6? 5.362 20,000 yes 0.268
EIABS v?.15 FiIe: 2583108 Kip-j.n Unirs PAGE 244
- ,tuly U, 200i 1{:26
IIt ' AISC-ASD8g Coryosite Bea[ Design Short Fom output Bean Label: 85?6 Story: SECOID
f lbo€nt Design pnar:: 0.00 pna.: conbo: MIType CoEbo Location il fb Fb l/3 Factor Ratio
Fiaal Pos Dcups2 BotFlange 1017.342 23.816 33,000 yes 0.'t2Z
Shear Design
ty?e Conbo Block V fu Fv l/3 Factor Ratio
Final I€ft DCUPS2 0K 15.64 5.385 20.000 yes 0,269
Final Rigbt .DCuPS2 OK L5.62 5.345 20.000 ycs 0.26-l
EUBS v?.16 File: 2683108 Kj.p-in Unlts PAGE 245
I
I
l
I
,tuly U, 2001 1{:25
AISC-ASD89 Coryosite Bean Design Short For! Output Bean Lab.l: B5l5 Story: SECOID
Easic BeaD Infomation
MoD€nt Desigl PDax:0.00 Pnax CoEbo: NA
fb
2? Ot?
fv
4.832
5.1t 9
Ratio
0.'r21
Rati.o
0.512
natio
0.2r2
0.25?
Ratio
0.154
I
I
I
t
I
I
I
I
I
I
I
I
I
I
I
I
t
I
Fb 1/3 Factor
33.000 Yes
Shcar Desigo
Ty?e c@bo Block V fv
Finel lcft IntPsz OK 15.59 5.368
Fioal Right DCUPSz 0K 15.57 5.328
ETAES v7,16 File: 2583108 Klp-in Units PAGE 216
JuIy 11, 2001 14:26
l,ldcnt Design Pnax: 0.00 h|ari CoEbo; NA
fype Combo Location M fb
linal Pos DCI{PSz BotFlange 394.911 f6.887
fype Conbo tpcation U
8ina1 Pos DCUPS2 BotFlange 1010.829
Shear Design
Iype Colbo Block V
Flnal Left DCUPSz oK 11.08
Sina} Right DiANPS2 0K 11.08
ETABS v7.16 File: 2683108 Kip-in Units PAGE 2l?
July U, 2001 U:26
FY l/3 Factor20,000 les20,000 Yes
tb 1/3 Eacto!
33.000 Yes
FY l/3 Facto!
20.000 Yes
20.000 Yes
R.tio
0.268
0.265
AISC-ASD89 Conposite 8ea! Design Short Foru output Bear labll | 8547 Stoly: SECOND
Baslc B€ard Infonation
AISC-ASD89 Composite Bean Desi.gn Short Porn output EeaD label: 8548 Story: SECOND
Basic Bean Infomation
Mooent Deslgn Pna]:: 0.00 Pnar: Conbo: NA
Type Conbo Locatj.on M fb
flnal Pos DCI{PS2 EotFlange 115,534 5.082
Shear O'esign
Type Coobo Bloclc v fv
Ftual Left DCuPs2 oK 5.22 2.128
Final Right DCI{PS? oK 5,22 2.218
EIABS v?.16 FiIe: 2583108 Kj.p-in Units PAGE 248
JuIy 11, 2001 1l:26
Monent Design hai: 0.00 Pna!: Cohbo: NA
Type Conbo Location M fb
Final Pos Dg{Ps2 BotFlange 855.893 20.392
Ib 1/3 Facto!33.000 Yes
w 1/3 Facto!
20.000 Yes
20.000 Yes
Ratio
0.121
0.114
AfSC-ASo89 Coryosite Bean Design Sholt fom Ottput BeaD label: 8585 Stoly: SECoND
Easic Bean Infornatio[
lb 1/3 Factor
33.000 Yes
Ratio
0.518
I
t
I
I
I
I
Shcar D€sis
?ype CCtrbo Bloct V fv rv 1/3 Faetor Ratio
fhal Lett DCUpS2 0K 13.12 1.516 20.000 Yes 0.225
Final Right DCI{PS2 OK 13.10 4.530 20.000 16! 0,22'l
BIABS v7.15 FUe: 2683108 Klp-h onits PAcr 219
,Iuly 11, 2001 14:26
lb..nt Dcligrr hax: 0,00 hax Codo: IA
Type Coobo Location H fb tb 1/3 tactor Rrtio
Flnrl Pos DOIPSz BotFI|Jlge 850.!14 20.262 33.000 Yes 0.511
She.r Desig!
t'l/pe Conbo Block v tv Fv l/3 Facto! Ratio
Plnal Left DCI{PSZ 0K 13.08 4.501 20.000 Ycs 0.225
Final Right DclrPS2 oK 13.06 {.515 20.000 yes 0,226
Ef,IBS v?.15 File: 2583108 Kip-in unlts PAGB 250
Juty U, 2001 14:26
AISC-ASD89 Coryosite Bea! Deslgn Short FolD output B.a! Label: 8587 Stoly: SECOND
Barlc Bdan Infomation
lldcnt Der ign Pna:i : 0 . 00 hax Conbo : NA
type C@bo tocation M fb Fb l/3 Factor latio
Fird Pos DCllPS2 Botflange 8a4.952 20.132 33.000 ye! 0.610
Slra! DcEiga
fype Conbo Elock v fv Fv 1/3 Facto! Ratio
tinat Left I$Ps2 OK 13,03 l,{8? 20.000 res 0.224
Flnal R19ht DCUPS2 0K 13.01 .4.501 20.000 yes 0.225
ETIES v?,15 Flle: 2583108 Kip-in Unirs pA6E 251
,tuly U, 2001 14:26
AISC-ASD89 CoDposite Bea[ Deligll Short Forn output 8ea[ Label: 8506 story: SECOIID
Easic Bean Infornation
lhent D€sign hat: 0 .00 lha:t conbo: NA
T],pe Conbo Location M fb Fb l/3 !'actor Ratio
Flnal Pos DCUPS2 BotFlange 908.457 21.5?9 33.000 Yes 0.65{
- Shra! Dasign
I type C@bo Block v fv Fe 1/3 Factor Rrtio
Flnal f,eft DCl,lPS2 0K 13.95 {.802 20.000 Yes 0.240
- Fj.lal Right I$Ps2 oK 13.92 {,?90 20.000 Yes 0.240
I ETABS v?.16 File: 2683108 rip-in unlts PAGE 252I ,IrIY 11, 2001 1{:25
J AISC-ASD89 Coryoslte BeaD Deslgn Short ForD oltpu! Bea[ label: 8607 story: SECoLlDI
Basic Bean Infor[ation
I
I
II
I
I
I
I
I
I
I
shear Deslgn
fy?c CoEbo Block V
Final Left DCUPS2 0K 5.9?
Final Rlght tntPs2 0K 6.91
EIABS v7.16 File: 2683108 Kip-in Utrits PAGE 253
July 11' 2001 l{:26
Mooent Dcsi,gn
lv?.
Firal Pos
M@ent Design
. Type
Final Pos
Monent Destqn
lype
Final Po!
M@ent Design
Type
Final Pos
shear Design
TyF
Sinal Left
Fj.nal Right
hax:0.00
c@bo location
l)lIlPS2 8ottlange
Plrax: 0,00
CoDbo l,ocation
DCllPS2 EotFlatrqe
hae: 0. 0 0
Collbo Location
DCUPS2 Bot[lange
Pna.\: 0 ,00
Conbo location
DCMPS2 Botflalge
hax c@bo: NA
I
I
I
I
I
I
I
I
I
l/3 Factor
lcr
I
t
T
t
I
I
I
T
I
Blocl
nr
!{
r51.800
tb
19.1?l
rb
33.000
natio
0.590
Fatio
0.150
0.160
Ratio
0.555
Ratto
0,150
0,1{7
Ratlo
0. 654
3.000
2.949
IV
4,182
4.798
Ratio
0.239
0,240
Ratio
0.348
Ratio
0.121
0 ,122
tb 1/3 lactor
33.000 Ye!
Fv 1/3 Facto!?0.000 Yes20.000 Ycs
w l/3 Factor
20.000 Yes
20,000 Yeg
!b 1/3 Factor
33.000 Yes
AISC-ASD89 c@osite Bean Design Short FolE Output Bea! Label: 8508 Stoly: SECoND
Basic Beas InfoElation
Biai: Combo: NA
lt fb
424.175 18.351
Shear Design
Type Coobo Block v
Flnal Left DcllPs2 0K 6.55
rinal Right DCUPSz 0K 6.55
EIABS v7.16 tile: 2583108 KiP-in Units PAGE 25{
JuIy U, 2001 14:26
IISC-ASD8g C@osite EeaD Design Short ForD output Bear Label: 8615 story: SECoND
Sasic Sean lDfolEation
Pnaii Conbo: M
ufb
512.6?? 21.515
Shear Design
Tt?e conbo Blocl v
Final left DCUPS2 0K 10.43
Final Rlght DCUPS2 0K 10.47
EIABS v?.15 File: 2683108 Kip-j.n Units PAGE 255
July 11, 2001 1l:26
Fv 1/3 Facto!
20.000 Ycs
20,000 Yes
AISC-ASD89 corposite Bean Desigr Short Forn Output Bcao Label: B5l5 Story: SECoND
Basic Bean Infomatioll
!ha:i Conbo: NA
Mfb262.1r0 11.498
!b 1/3 Facto!33,000 Yes
' Cdrbo
In.|PS2
DCUPS2
s.29
fv
2.426
2.442
Fv 1/3 Eactor
20.000 Yes
20.000 Yes
I
l
I
I
8lAB8 v?.15 Flle: 2683108 Kip-in Unirs pAcE 256
,llrly ll, 2001 14:25
AISC-|SD89 Cqosite Bear Design Short Fom output Bea! Labcl: 851? Story: SECotlD
Basic BeeE Infomation
lh.nt Dcli$ har: 0.00 Pnax Codo: NA
lyPr Ccobo locatioD u fb Fb 1,/3 Factor Ratlo
FiDal Pos DCUPS2 Bot8l.ngc 245.560 10.?95 33.000 Tcr 0.32?I
- shear Desiql
I Ty?e Coobo Blocf V fv w 1/3 Facto! Rrtio
I FhaI r€ft DcuPs2 oK {,9? 2.239 20.000 Y?s 0.112
I Flnal Right DCUPS2 0r 5.00 2.293 20.000 yes 0.115
Elt8s r?.16 File: 2683108 Kip-in Units PIGE 257
I iruty 1r, 2oo1 t{:26
I
AISC-ISD89 Coqositc Bl!! Design Short ForD Ortput sear Label: 8601 Stoly: SECOID
I Basic 8ea! InfornationIllrlmt DeliF Poax: 0. 00 har Conbo: ilA
I qp. codo Iocation u & t! 1/3 Factor Ratlo
I EiDal Pos DCl,lPSz BotFlangr 852.650 20.315 33.000 I.s 0.616
I Shear Dcsigl
I fype c@bo Block v fv Fv 1/3 Facto! Ratj,o
FltraI Left DCtlPSz 0K 13,09 {.50? 20,000 Yes 0.225
tlnal Right DCI{PS2 oK 13.06 4.51? 20.000 Y.! 0.226rI ITABS v?.15 File: 2583108 Kip-in Unts PIGE 258
atly ll, 2001 u:25
I AISC-ND89 Coryosite Bea[ Desj.gn Sholt Foln output Bea[ label ! 8602 Story: SECoFDI
Easic 8ca[ InforDati.on
f UoDent Design PIl|x; 0.00 ha:r Conbo i l|AIfype Co[bo Location U fb fb 1/3 Eactor Ratio
Final Pos DCUPSz BotFlalge 481.000 20.242 33.000 Yrs 0.513
SLea! Desig!
Type Codo Block V fv Fv 1/3 Pactor Ratio
final lcft DCIlPs2 0K 9.79 4.409 20,000 Ye3 0.220
Filral Riqht DCllPS2 0K 9.82 4.501 20.000 Yes 0.225
SttBs u7.16 File: 26E3108 Kip-in Uoirs PA6E 259
,tirly 11, 2001 14:25
AISC-ASD89 Cooposite Eean Desrgn Sholt Foru Output Sea! Label: 8624 Story: SECOND
Basic lea! Infornation
lionEnt Deslgn Pna:r: 0.00 ha$ Conbo: llA
I
I
I
I
I
I
lype Conbo
FinaL Pos DCUPS2
locatlon
BotFIange
tl
442.244
r1.21
11 .21
fb
18 .51?
Fl
33.000
Ratro
0.551
I
I
I
t
I
I
t
t
t
I
t
I
T
I
t
I
I
T
t
&atio
0.204
0.201
1/3 Factor
li.nit Ratio0.394 0.2',t30.5t? 0. ?95
Sh€ar Desigl
Iype Codbo Block V
Final left DCUPS2 0K 9,36
Firal Right DCI{PS2 0K 9,36
EIABS v7.16 File: 2683108 Kip-in Udts ptcE 260
July 11, 2001 u:26
fY
4.081
t.084
Fv 1/3 Factor20.000 Y€s
20;000 Yeg
AISC-ASD89 Coryosite Eean Desrgn Short For[ Output Bean Label: 8525 Stoly: SECo$D
Basic Bea! Iofornation
Monent Design
lype
Final Pos
Shear Desj,gn
ryPe
final Left
Final Right
l.loBent Design
TYPE
final Pos
Sbea! Design
Type
Final Left
Fj.nal Right
Pna:i: 0.00
C@bo locati,on
DCUPS2 BotFlange
hax Corobo: NA
ufb529.642 22.296
tb 1/3 Facto!
33.000 Yes
Ratio
0.516
coDbo
DCUPS2
DCI{PS2
fv
4 .89r
4.891
4 .505
{ .509
Ratio
0 ,243
0.245
Ratio
0. 610
Block
OK
OK
w l/3 Facto!
20.000 Yes
20.000 Yes
Deflection Desiqa
Type comider Conbo Defl
live Load Yes DCl.lPD2 0.108
Total Load Yes DCl.tPD2 0.t35
ETABS v?,16 File: 2683108 rlip-in Units PAGE 261
Juty U, 2001 14:26
AISC-ASD89 Conposite Bean oesiq! Short Forn Ottput Bea! LabeL: 9540 Story: SECOND
Basic Bean Infornati,0n
!har::0,00
CoDbo Location
DCMPS2 BotFlange
ha:i Conbo: NA
Mfb
4?8.589 20.1t3
Fb 1/3 Factor
33.000 Yes
CoEbo Block
DCUPS2 0KDCfiPS2 0K
Fv 1/3 factor20,000 Yes20.000 Yes
9. ?8
9.80
PAGE 262
Rat 10
0.225
ETAIS v?.16 File: 2583108 Kip-in Units
Julv u, 2001 i4:26
AISC-ND89 Coqosite Bear Design Short Forn output Bean Label: 8541 Storyr SECotlD
Easic Beard Infornation
Monent Deslgn Pnarr 0.00
Type Co[bo Location
Final Pos 'DCMPSz BotFlange
PDai: coEbo: NA
ufb
482.580 20.3r0
Fh 1/1 F:.t^r
33.000 Yes
Ratio
0.615
I
I
I
I
I
I
I
I
I
I
t
I
t
t
I
I
I
I
I
EU8{t v?.15 tlle: 2683108 Kip-ln Units
,nrly ll, 2001 1t:25
NSC-ISD89 Coryosite Bear lbsign Short gor! output B€dt Lbel: 8612 Story: SECOND
8aslc Bea[ Infonation
Sheat Delign
type
Flnal I€ft
EbaI night
l$o€nt Design
TyPr
Flnal Pos
Ilmrnt Desfgn
lyle
8in!I Por
lldent Design
Tv?e
Flne1 Pos
Corbo Bloclrn|Ps2 0KDCUP8z 0K
F, 1/3 Facto!20,000 Yes20,000 vee
8b 1/3 Facto!33.000 reE
v
9.82
9.84
PAGE 253
v
II. /O
11.78
PAGE 256
fv
{ ,525
4.528
Ratio
0.226
0.225
Ratio
0.621
Strear Dcaiqn
lyp€ Cmbo Block V
Finrl left DCtlPS2 OX 9.86
Plnal Riqht Do{PS2 oK 9.88
gnES v1.16 EIle: 2583108 Kip-in unj.ts PAGE 264
ituly u, 2001 14:26
hax: 0 . 00
Coobo Location
IE{PS2 BotFlange
hax: 0.00
Codo Location
DCl.lPS2 BotFlange
hax: 0.00
Conbo Location
DCl.lPS2 Botflange
4.544
4.5t?
hax CoDbo: !B
ufb573.1?0 24.123
hari Cotrbo: A
vfh
{86.789 ?0.419
ha-\ Coobo i NA
Ufb
578.069 24.324
Fv 1/3 Factor20,000 Yes20.000 Yeg
Fb l/3 Factor
33.000 Yes
Ratlo
0,22't
0.221
Ratio
0.?31
Ratlo
0.137
AISC-ASD8g Coryosite Bea! Design Short Fom output Eear label: 8555 Stoly: SECoND
Easic l€a Inlonation
Sbear Desigl
Type Co0bo BLocl V
Flnal left DCllPS2 OK 11.71
Finll Right DCllPS2 0K 11.?3
ErABS v?.16 Eile: 2583108 Ki.p-in thits PAGE 255
itul.y U. 2001 U:26
fv lv 1/3 Sactor5.329 20.000 Yes
5. {00 20,000 Yes
Ratio
u. zbD
0 .210
AISC-ASD89 Coryosite Eeao Design Sbort Fom Olrput Bear Label: 8656 Stoly: SECoND
Basic Bean Inlomation
fb 1/3 Facto!33.000 Yes
shear Drsign
type Cmbo Block
Final lelt DCl.lPS2 0K
FitraI Rj,ght DCHPSz oK
EIABS v?.15 File: 2683108 Kip-in Units
xrly U, ?001 U:26
fv
5.3s2
5.423
Fv 1/3 Pacto!
20.000 Ie3
20.000 1es
Ratio
0.258
0.21L
AISC-ASD89 Cooposite Bea! Design Short Fotn output B€aE label: 855? Story: SECoND
Basic Bea! Infomation
rhoert D€sign hax: 0,00
fype Conbo locetion
Final Pos DcuPs2 Botflange
Shear Desiql
Type coDbo Block
Final Left DCUPS2 O(
Filal Riqht DCttPs2 0K
ETABS v?,16 File: 2683108 (ip-in ttnits
JuIy 1I, 2001 14:26
Easic Bee[ Inlomation
uonent Design Pnajr: 0,OO
Type corDo Location
Final Pos DCUPSz BotFlange
fb Et
22.296 33.000
fv !Y 1/3 Factor
1.891 20.000 Yr!
4.891 20.000 Ye8
Plax Coabo: m
I
I
I
I
t
562.989
11. 81
11.83
PACE 26?
ll
329.642
fb
24.526
fv
5.{45
Flr
33.000
Ratlo
0.?a3
1/3 Facto!
Yet
Fv l/3 factor
20.000 Ie!
20.000 Yeg
Rrtio
0.26'
0.212
R!tio
0.245
0,245
AISC-ASD8g couposite Bea! Design Sho* Fom output Bean l,abel: 8658 Story: SECoND
Ratlo
0. 616
I
I
t
T
I
I
I
t
I
I
I
I
t
I
haE CoDbo: NA
1/3 Eactor
Sh€ar Desj.gn
rype Cebo Block V
Final l€ft DCllPSz OK LL.2f
linal Right DclIPS2 OK 11,21
EIABS vl.l5 File: 2683108 Kip-in Units PAGE 258
July ll, 2001 14:26
Basic Bean lnfornation
lment Design hax: 0.00
Type conbo location
final Pos DCtlPS2 BotSlange
AISC-ASD89 Coqosite Eean D€sign Short Forn O.ltput Bean label: 8659 Story: SECOND
lha:i Colbo: NA
Mfbl!
5{5.,f65 22.952 33.000
1/3 tactor
Shea! DesiEr
Type Conbo Block V
Final Lett D0{PS2 0K 11.45
Final Right DCMPS2 OK 11.{5
ETAIS v7.16 8i.le: 2683108 Kj.p-in tlnits PAGE 259
July 11, 2001 1{:25
Type Co0!o location U
Slnal Pos DCUPSz BotDlanqe 568,29{
Shear Design
Type Conbo
Final left DCUPS2
fv Fv l/3 Factor
4.994 20.000 Yes
5.261 20.000 Yc!
Ratlo
u.oro
Ratro
0.250
0.263
AISC-ASD8g Conposite BeaE Design Short Forn output Bean Label: 866? Story: SECOND
t|,ment DesiEr hax: 0.00 ha:i CoDbo: NA
fb Fb 1/3 Factor
23.923 33.000 Yes
Ratio
0,125
Ratio
0,269
v fv FY 1/3 Factor
11.68 5.3?? 20.000 Y.E
Block
OK
-,
I
I FbaI $ght Dcupsz o[ 11.6E s.35{ 20.000 yls 0.2G8I
E eES v?.16 File: 2583108 Klp-in tntts ptGE 2?O
ituly U, 2001 1{:25
t sc-AsDEg CoQosttr Bclo Derigr short Fol! ortput Sear Label: 8665 storyr sEcoND
_ Brlic 8cE! Infomatlon
I lhont Deslg! hax: 0.00 hax C@bo: rlA
type CoDbo Locatlon fb !b l/3 Factor Rltio
I eital pos DCUpS2 Botplange G0?.367 25.560 33.000 yes 0.??5
I!
Shcar Dclign
I Type coobo BLocl v fv n/ 1,/3 tastor Ratio
I Flnal l€ft DCUPS2 0K t2.49 5.716 20.000 yes O,ZS1
Ploal Right DCI{PS2 oK 12.19 5..t22 20.000 yc! 0.296
I EIAES v?.16 Flle:.2683108 KiP-ir Unltr pAcE 2?1I ilhly 11, 2001 1l:25
I
I AISC-ASD89 CoQosite B€aI! Design Short Porn Output B.a! Lrbct: 8658 Story: SECOND
I 8a!ic 8€a! IlforD.tion
ll@ent Desig! hax: 0.00 ha:l Cmbo: NA
I ly?c C@bo Locatio! H !b !b 1/3 Factor Ratior Fhal pos DCUPS2 BotFlanEe 442,21t 18.61? 33.000 yrs 0.564
I Shear oeeignrtype codo Block V fu w 1/3 Facto! RatioFlnal r€ft DCUPS2 0K 9.36 {.084 20.000 yes 0,20,1
I Sinal Right DCupS2 0K 9.36 t.OB4 2O.OOO yes 0.204I
- mAES v?.I6 Fi.le: 2dB3t0B Ktp-in Units PAGE 272
,tuly ll, 2001 14:26
! AISC-ASD89 CooPoslte Eear Design short For! output B€an rabel: 8584 story: sEcoND
- Basic Bea[ Infonation
I ltment Dr8ign ha.{: 0 . 00 h'.1 Conbo: NA
type Combo Location U fb fb 1/3 Factor Ratj.oI Final pos ItI,rpS2 BotFlange 4?4,519 19.976 33.000 yer 0.605
I
Shear Deslgr
I ?!,pe C@bo Block v fv w 1/3 Factor Ratio
I Fhal Left U$!PS2 oK 9.70 4.{09 20.000 yes 0,224
Finel Right DCttpS2 0K 9.?5 4.41L 20.000 yes 0.224
I E ABS e?.16 tlle: 2583108 Kip-in u!it! PAGE 2.t3I ituly U, 2001 U:25t
I AISC-ASD8g Coqosite Bea! Design Short lom Clutput BeaE label: 8683 Story: SECOND
t !a!ic Bea! iDfomaElon
!|ooent I]esign Pnai: 0.00 pnar Conbo: !O
I
I
Shear Design
Type Conbo
Final left DCUPS2
Einal Right DCUPSz
ETABS v?.15 File: 2683108
July 11, 2001 14:26
Block voK 9.?5oK 9.7 5
Kip-j.n Units PAGE 274
n l/3 lactor
20;000 Yc!
20.000 Yeg
I
I
I
I
1/3 FactorType Conbo
Final Pos DClrPS2
Locat lon
BotFlange
M
r?{,519 rt., f o
!D
33.000
Fh
33.000
Ratio
0.505
Ratlo
0.224
Rrtio
0.605
fv
{.{89
4 .4't r
AISC-ASD89 coqosite Bea! Design Short forn output Bea! label: 8582 Story: SECollD t
I
I
t
T
Basic Bean rnforratlon
Monent Design hax: 0,00
Typ€ Coobo Location
Fiml Pos . DCUPS2 Botllange
ha\ CoEbo: NA
Mfb
4?{.5r9 19.9?5
1/3 Facto!
Yes
Shear Design
rype CoDbo Block V
Fiml Left DCUPS2 0l( 9.76
Einal Right DCl.lPS2 0( 9.76
EIAAS v?.16 File: 2683108 Kip-in Units PAGE 2?5
July 11, 2001 u:26
Basic Bea[ Infornatiotr
UoDent Desj,gn haxr 0.00
Type Conbo Location
Final Pos DCUPS2 BotFl.ange
{.{89
{. 471
fv
4.933
4. 913
Fv l/3 Sacto!20.000 Yes
20,000 Yes
Ratio
0,224
0.224
AISC-ASD89 Coeosite Bea! Design Short Forn O.ltput Bean label: 8581 Stoly: SECoID I
I
I
I
I
I
I
I
T
I
Eloct
OK
OK
har CoDbo: NA
Mfb
521,406 21,949
Fb 1/3 Eactor
33.000 YeE
EIABS v?.15 File: 2683108 Kj.p-in Units PAGE 2?6
July 11, 2001 1{;26
AISC-ASD89 Cooposite Beaa Design Short Forn output EeaD Label: 8?00 Story: SECoND
Basic Bean Inforoati.on
shear Desiqo
Type
Final I€ft
FimI Right
Monent Design
Type
Final Pos
Shear Design
Type
Fina] left
Fina] Right
Pna.s:0.00
Conbo Location
DCUPSz BotFlaoge
Pnaji CoDbo: A
Mfb
505. ?7? 2r.29r
Fv 1/3 Factor
20.000 Yes20.000 Yeg
Fb 1/3 Facto!33.000 Yes
conbo
DCUPS2
. Conbo
DCUPS2
DCMPS2
10.?2
10.?2
10.40
10.4 0
Ratio
0.655
Ratio
0.241
0.245
Ratio
0.545
BIock
OK
OK
fv
4 .165
4.144
Ratio
0.238
0.23?
Fv 1/3 Factor20,000 Yes20,000 Yeg
I
I
I
I Dary uo 4.001 5.8{t 1.4G No
I
- EIAES v7.i6 FUe: 2583108 Klp-ln Unirs pAcE 2??firly u, 2001 14:26
- AISC-ASD89 cqosite Bca! Desig short forn ortput 8ea! label: 8699 story: SECOND
Basic Bear ItrfoEation
I fioaDt Drsigxt hes: 0.00 har Cmbo! ilA]I
Type Colbo Location U fb !b t/3 Factor Rltio
I Finat pos DCt{pS2 gorFlange 505.??7 2L.29L 33.000 yes O,Ets
Shear Design
I Type CoEbo Block V fu Fy 1/3 Facto! Ratto
I Ftml Left orCgPS2 0K 10.40 4.755 2O.OO0 ye! 0.230FhaI Right DCUPS2 OK 10,40 4..t11 20..000 yc! 0.23.t
rl ETAES v7.16 Fil.e; 2683t0B Kip-in Units pAcE 278I iluly 11. 2001 14:26I
AISC-A9D89 Co@osite 8ea! Design Short Fo'Output Bea! tabel: 8699 Stoly: SECOilD
Basic BeaE IRforDati.on
Lion€ot Design hax: 0.00 pnat Conbo: llA
Typ€ Conbo Locatlon M fb rb 1/3 Facfo! RatioFlnal Pos DCUPS2 BotFlanqe {90.1{g 20.533 33.000 yes 0.625
I Shca! Design
D ?ype C@bo Block u fo !v I/3 Facto! Ratto
Final Left Dcups2 0r 10.08 t.618 20.000 yes 0.231I Flnal Rlght DCt'tpS2 oK 10.08 {.59? ?O,OO0 yes O.A3O
I
ETABS v7.t6 Flle: 2683108 Klp-in Utits PAGE 279
tuly U. 2001 14:26
I - Alsc-AsD89 c@osite Bea.! Design short Fo!! ortput Bea! Iibel: 8697 story: SEC0ND
I Ersic Bear Infomation
- ll@ent Design has: 0,00 lh*i Corbo; m
I fype Coobo Location il fb & 1/3 Factor RatloI Finat pos DCUP92 BotFlange {?4.519 19.9?6 33.000 yes 0.605--
Shear Desicnr-
I Ty?e Corbo Block V fv n, 1/3 Factor Ratio
Final t€ft ISPS2 0K 9.i6 a.{?l 20.000 yes 0.224flnal Right DCUPS2 0K 9.76 {.i50 20.000 re! 0.223
f Ef,ABS v?.16 File: 2583108 Klp-in Units PAGE 280
I firly U, 2001 14;26
I A!SC-ASD89 Co0posite Besn Design Short gorn Outpur Bear Lab€I: B?IE Story: SECOND
I Basi,c Bea! rnfomation
I
I
I
IAISC-ASD89 co4osite Bean Dasigr short Folu output .Bean label: 8697 Story: SECoilD
Basic 8ea! Ilfonation
Mo&ent Design Pnax: 0.00
Iype Colbo Location
Einal Pos DCllPS2 Bot8lange
Shear Desi.gn
Type Conbo Block
Etnal left DCUPSz oK
Pinal Right DCl,lPS2 0K
ItrBs v7.16 FiIe: 2583108 Klp-in Units
Jul,y 11, 2001 1{:25
hax Cmbo: t{A
Mfb
{74 ,519 19.9?5
Ib 1,/3 Facto!
33.000 Ye!
Ratio
0.605
t
I
I
I
I
I
I
I
I
I
t
I
I
I
I
Vfv
9.'t6 4,4'tl
9.16 {. {50
PAGE 280
F/ L/3 Factor
20.000 Yes
20.000 Yes
Ratio
0.224
0 .223
AISg-ASD89 Co@osite Bea! Design Short ForD Output B€an Label: 9716 Story: SECOID
Basic 8ea! Infomatioo
Hcment Desiqn P[a::r 0,00
?ype Coobo Locatj.on
Final Pos DCllPSl ConcRj,ght
Shea! Desi.gn
Type CoDbo Block
FimI teft DCUPS2 0K
Final Right DCtlPS2 OK
9fABS v7.16 file: 2683108 Kip-in Urits
,tuly Uf 2001 14:26
Basic BeaE lolornation
[onent Design har: 0.00
Type C@bo l,ocation
FinaL Pos mUPSI ConcRight
Shear oesign
type Cotrbo Elock
Final Left DCI{PS2 0K
Iinal Right DCl,tPS2 0K
ErlAS v7.16 File: 2583108 Kip-in Units
July ll, 2001 1{:26
tb 1/3 Factor
1 enn V..
fv Fv l,/3 Factor0,503 20.000 Yes0,508 20.000 Yes
hax Conbo: ltA
r.r fb0.000 0.000
Vfv1.10 0.5031.10 0.508
PAGE 281
ha:i Coobo: llA
ufb0.000 0.000
Fb 1/3 Factor
1,800 Yes
Ratlo
0.000
Fv 1/3 Facto!
20.000 les
20.000 Yes
Ratio
0.025
0.025
AISC-ASD89 CoEposite Bean Design Sholt Fo![ output Beam Lab€I: Bl15 Story: SECoND
Ratio
0.000
1.10
r.10
PAGE 282
Ratio
0,025
0.025
I
I
AISC-ASD89 C@osite Bean Design Short forn Output Bean Label; B?50 Story: SECoND
Basic Bean Infornation
Monent Design
Type
Final Pos
ha-\ | 0.00
. combo Locati.on
DCUPS2 BotPlange
Plllari Conbo: NA
Mfb
822. 68s 15.309
Fh 1,/? F .t^t
33.000 Yes
Rat io
0. 464
I
I
I
I
I
I
I
I
I
I
I
I
I
I
t
I
t
I
Shear D.sj.Er
lyF C@bo Block V
final LGft DcllPS2 0K 12.96
FiDal RlEht DCUPS2 OK 12.96
BIIBS v?.16 flle: 2683108 Kip-in ttnits PMe 283
July U, 2001 1,1:26
3.{56
3.{56
fv
3.005
3.022
fv
3.805
0.306
3.8?8
lv 1/3 Facto!
19.?98 Yeg
19.798 Yeg
Rrtio
0,1?5
AISC-ASD89 Coryosite Beair D€sign Short 8or! output Bea Label: 8?56 Story: SECoID
Sasic lcar lnloruation
llcent DlrlgD
Tae
Flnal Po!
l|@ent D$igr
ryp€
Final Pos
final Nrg
hax:0.00
CoDbo location
DOIPS2 BotFlange
har: 0.00
Cmbo location
DCUPS2 Botflange
DCI{PS2 Botflange
har Codo: lO
r{ fb716,336 13,a30
!b l/3 Factor
33.000 Yes
Ratio
0 ,,r 0?
Sbear Desigrl
lype c@bo Elock v
Flnal left DcuPs2 oK 10.94
Final R19ht DcllPS2 0K 10.9{
EIABS v7.I5 FUe: 2583108 Klp-in Units PAGE 284
Jrly 11, 2001 u:26
lv 1/3 Factor19.798 Yes
19.798 Yes
Ratio
0.152
U.IJJ
I AISC-ASD89 Coryosrte BeaD Desrgn sholt Fora output Bea! Label; B?5? story; sEcoND
r 0as1c Bea! ItrtorDation
ha:-: codo: m
Mfh
845.450 15.656
-32.680 0.852
14.21
1.15
14.54
PAGE 285
Fb l/3 Facto! Rati.o
33.000 Yes 0.4'14
33.000 Yes 0.025
Shear Desigo
Iype CoDbo 81ock
Final l€ft DCl.lPs2 0K
Final Rlght DCtlPS2 oK
Fi.nal nolst oCl.lPS2 0K
EIABS v7.16 File: 2683108 Kip-j.n Units
July U, 2001 u:26
ll@ent Design
Ty?e
Final Pog
Sbear D€3ign
Iype Conbo
Final Left DclrPS2
Final Right DCl.lPS2
EIABS v?.15 File: 2683108
July 11, 2001 1{:26
Iv 1/3 Factor
19.798 Yes
19. ?98 Yes
19, ?98 Yes
!v 1/3 Factor
19.798 Yes
19.798 Yes
lb l/3 Factor Ratlo
33.000 Yes 0.5?9
Ratio
0. r92
0. 015
0. 196
AISC-ASD8g Conposite Bean oesign Short Fom outpur 8ea! LabeL: B7?1 Story: SECOUD
Easic Bea! Infomation
ha-r:: 0.00 ha:.: Conbo: ln
Conbo Location U fb
muPS2 BotFlange 1033, {08 19.109
BIock
OK
OK
Kip-in lrnits
15.19
t5.?9
PACE 286
fv
4.331
4.360
Ratio
0 .2r9
0,220
Nsc-13D89 Coqosite Bea[ Desiqn Sbort 8ot! Output -Eea[ Llbel: E??0 Story: SECoNID
Basic Bea[ Inlomatio!
I
I
II,hnent Design
rype
FimI Pog
Basic BeaD Infornatt on
Hotretlt Dca j.gn Pna)i | 0 .00
TyPc Coubo l,ocation
Final. Pos DC}|PS2 BotFIaDge
shear Design
Type Coobo Block
Final left DolPs2 oK
Fiml Right DCUPS2 OK
E?IBS v7.15 Flle: 2683108 Klp-io Units
JuIy 11, 2001 14:26
Basic Bean Infornation
Nooerlt Design Pnal: 0.00
ty?e C@bo location
Final PoE DCtlPS2 BotFlange
Shea! Design
Type CoEbo Block
Final l€ft IHPS2 oK
FinaL Right DCllPS2 0K
EIABS v?,15 FiIe: 2683108 Kip-in Units
July 11, 2001 14:26
hrx: 0.00 h i conbo: NA
C@bo Location ll fb
DCUPS2 BotFlanqe 1103.868 20.411
' Fb 1/3 Factor
33.000 Ies
fv 1/3 Eacto!
19.798 Yes
19.?98 res
Rat10
0.619 t
t
I
I
T
I
I
I
I
I
I
T
T
I
I
I
shear Desiga
Type colbo Block v lv
Fi.Dal left DCllPS2 OK 16.86 {,530
Final Right mrPs2 oK 16.86 {,55?
E?Ass v?,16 file: 2583108 xip-in units PAGE 287
JuIy 11, 2001 14:25
Retio
0.23{
0.235
AIsc-rSD89 Coeosite Bea[ Design Short Forn Ortput Bean Irbel: E?84 Story: SECo D
ha:t Co[bo: l,lA
ufb1f2.99{ 6.289
Vfv
5.18 2.8756.18 2.834
PAGE 288
har: Cobbo: NA
lt fb
142.994 5.289
Fb 1/3 Factor
33.000 1es
Ratio
0.191
Fv 1/3 Sactor
20.000 Yes
20.000 Yes
Rrtio
0.1t4
0.1{2
AISC-ASD89 C@osite Bea! Design Short [or! output Beao label: 8786 Story: sEco D
Fb l/3 Facto!33.000 Yes
Ratio
0.191
6.18
o.rd
PAGE 289
fv
2.834
Fv 1/3 Factor
20.000 Yes
20.000 Yes
Ratio
0.144
0.142
AISC-ASD89 Coposite Beaa Desi.gn Sholt Eorn output Beao label: 8788 Story: SECoND
Easic Eean InforEati.on
MoDent Design
lyPe
Fiml Pos
ha:r: 0 .0 0
. conbo Location
DCllPS2 BotFLatrge
hai Conbo l NA
r{ fbL42.994 5.259
Fb 1/3 Factor
33,000 Yes
Ratio
0,191
I
I
I
I
I
Shear D€rign
Type CotrDo Block V
Einal Left DC}|PS2 OK 6.10
Final Right DCr|PSz 0K O.to
EtAas v?.16 811c: 2583108 Klp-in tnits pA6E A9O
tuly ll, 2001 u !25
2.8?5
2.83a
F, 1/3 Factor Rati,o20.000 tes 0.29820.000 Yes 0.300
!V 1,/3 Factor20.000 Yes20.000 les
8v 1/3 Factor20.000 Yes20.000 Yes
Ratio
0.1{4
0.1r2
AISC-ASD89 Coeosite Bear Design Short Fo!! Output Bc& fabel: !?AS Story: SE@ND
Moo€nt D€sign loa:a: 0,00 Pranr Conbo: l|A
fyF CoDbo tocatlon !,t fb fbfinal Pos rruPs2 BotFlanqe 453.355 19.814 33,000
1/3 facto!
Yes
Ratlo
0.600
I
I
I
I
t
I
I
I
l
I
AISC-ASD89 Couposite 8ea! D$ign Short For[ Output Bee! Iabel I B78t Story: SECOTD
Basic Eran Inlornation
Shear Design
rype Codo Block V fv
Sinal llft DCMPS2 0K t2,90 5.960
Final Rigbt In PSz ol( 12.90 5,999
EIABS v?,15 tiler 2683108 Kip-in units paGE 291
,tuly U, 2001 ld:26
lhent Desi$ Foa\: 0.00 plai Ccmbo: llA
ty[|e Colbo Location U fbFiml Pos oCUPS2 BotFlatrge 4G3.365 t9.gl4
Shear Desigtr
lype Conbo Block v fv
Final Left DolPSz oK 12.90 5.950
Final Rlght DCMPS2 0K 12.90 5,999
EIIBS r?.15 File: 2583108 Kip-in 0nits pAcE 29?
JuIy U, 2001 14:26I
I
t
I
NSC-ASD89 Coryosite Bcard Desj.gn Short Fom Output Bean Labet: Bl89 Story: SEmID
Baslc Bear Infomation
It l/3 Factor Retio
33.000 Y€s 0.600
Fv l/3 Factor Rati.o20.000 Yes 0.298
20.000 Ycs 0.300
Fb 1/3 Factor Ratio
33,000 Yes 0.500
ooent Dcsign
lyPe
Final Pos
Ptra:. Cmbo: NA
Mfb463,355 19.814
5.960
5.999
har:0.00
CoDbo Location
DCllPS2 Botllange
Sbear Design
Tipe Colbo Block V
Fioal Lett DCI{PS2 0K f2.90
Filal Right I)clPSz oK 12,90
ETABS v7.15 Eile: 2683108 Kj.p-in Units PAGE 293
July U, 2001 14:26
Ratlo
0.2 98
0.300
AISC-ISD89 Coryosite Bcan Desigr Sholt For! Output Bean Label: B?90 Story: SEcoND
Basic Bea! Infon tion
Homnt Desiq! hax: 0,00
Ty?e c@bo location
Fi.[al Pos muPS2 Botllange
hax C@bg: IA
ufh
105.753 1.651
vfv
t.78 2.085
r. ?8 2.222
PAGE 29I
PDai Conbo: IA
lr fb
I91 ,242 8.808
vtv
t. JJ Z.atI5.53 2.rr3
PAGE 295
ha:i CoDbo: llA
ufb
105.925 4.659
vfv4.58 2,L29
{.58 2,090
PAGE 295
Fh
33.000
1/3 Factor
les
Ratio
0.1{ I
t
I
I
I
I
I
I
T
I
I
t
I
I
I
I
I
I
t
I
Shear tlcsiqn
lype coDbo
Final Left DCUPS2
Filal Right I)o{PS2
Emas v?.16 FiIe: 2683108
July 11, 2001 14:26
BLock
0N(
OK
Kip-in unlts
lv 1/3 lrctor20,000 Yes20.000 Yes
Patio
0.10{
0.111
AISC-ASDE9 Coqosite Bean Design short Fom output Eean label; B?91 story: SB@ND
Balic Bea! Infonation
Mooent Design Pnax: 0.00
Type C@bo locatior
Final Pos DCllFS2 BotFlange
Shea! Design
Type CoEbo Bloct
Fi.ral left DcuPS2 0K
FiDaI Right DCUPS2 0K
Br.rBs v?.16 gil.: 2683108 Kj,p-in Unirs
July 11, 2001 1l:25
Basic Bean lllfornation
Morent Deslgtr ha'.: 0,00
Type Conbo Location
Final Pos DCI{PS2 BotFlange
Shear Design
Type Conbo Block
final Left DOrlPS2 0K
Flnal Right DCUPS2 0K
ETABS v?.16 FiIe: 2683108 Kip-in Units
{tuly I1, 2001 ll:26
Basic EeaD lnfornatlon
l.lonent Design Phai:: 0.00
Type Conbo Location
Final Pos DCllPS2 EotFlangr
Shear Design
Ttpe
lb l/3 Factor
33.000 Yes
AISC-ASD8g Co4osite Bean Desj.qr Sbort Fotn Ortput BeaD Label: 8792 Story: SECoID
Fv t/3 Facto!
20.000 Yes
20.000 Yes
Fb 1/3 Factor
33.000 Yes
Ratlo
0.267
Ratio
0.129
0.121
Ratio
0. i41
Fv 1/3 Factor
20.000 Yes
20.000 Yes
Ratio
0.106
0.104
AISC-ASD8g Composite Bea[ Design Short Forn Output BeaD tabel: B?95 Stoly: SECoND
Pra:i Coobo: NA
Mfb125.114 5.503
trb 1/3 factor
33.000 Yes
Rat io
0. t5?
BIock Fv 1/3 Factor
I
I
I
I
I
Flnrl Lcft DCI@S2 0K 5.41 2.515 20.000 Yes 0.126
Einal Rigbt DcltPs2 0K 5.41 2.480 20.000 res 0.121
EIAB!! v?.16 FiIe: 2683108 Kip-in Unlts FAGE 291
July tl, 2001 1l:26
A!SC-ASD89 Coposite Bce Design Short FoI! Output 8cr! Lbcl: 9797 Story: SEOoND
Basic Bea! Infomation
lhent Desig! hax: 0.00 Pnat Coobo: NA
?y?r Cobo Iocatioa lt fb $ 1/3 Factor Ratio
final Po3 Ir PS2 sotFlange 125.114 5.503 33,000 Yes 0.16?
I sh.ar Delign
I type Coobo Elock v fv Iv 1/3 Factor Ratlo
Final Left DCllPSz otr 5,{1 2.515 20.000 les 0.125
Flnal Rlqht DC}|PS2 oK 5.,11 2.{80 20.000 les 0.12{
-I Ef,A8S v7.15 rite: 2683108 Kip-i.n tni.ts pAcE 298r ,tuly ur 2oot t{:28
I AISC-ISD89 Coeosite B.t! Deligr Short Fon &ttput Bclrl label: 8802 Story: SECoIDt
Basic Baan lofomation
I l{oncnt Desiqn PDax: 0.00 har Cmbo: NA
I lfpe CoDbo locatioB ll fb Fb 1/3 Facto! Ratio
_ Finel Po3 DCUPS2 DotFlange 405,301 1?.331 33.000 res 0.525
I shear D€sim
- type Coobo Block v fv Pv 1/3 Factor Fatio
I Final Left DCugS2 oK 11.29 5.213 20.000 Yes 0.261
t Flnrt Right Dcl,lPsz 0K 11.29 5,241 20.000 Yes 0.262
ETABS v7.16 File: 2683108 Kip-in Ulits ptGE 299
I July 11. 2001 14:25
I
AISC-ASD8g Cooposite Bean D€sigr Sholt [on! output Eea[ tebel: 8803 Story: SECoND
Bagic B€a! Inforration
llm.nt Design Pn|x: 0,00 har Cmbo: NA
lype Colbo location M fb Eb 1/3 Factor Ratio
Final Pos DCI{PS2 BotFlange 405.301 1?.331 33,000 Yes 0,525
shear Dcsign
llpe C@bo Block v fv lv 1/3 Pactor Ratlo
Final l€ft DCllPS2 0K 11.29 5.213 20.000 Yes 0.261
Final &ight DClllS2 oK 11,29 5,24'1 20,000 Yes 0,262
EIABS v?.15 riler 2683108 Kip.in 0nlts. PAGE 300
July 11, 2001 14:26
AISC-ASD8g coryosite 8ea! Design short Fora output Bean label: 8817 Story: SECotlD
Easic B€an Ilfonation
I
I
I
t
I
I
I
ffcoent Desig!
TyPe
FInaI Pog
MoDent Design
. TyPe
8i.nal Pos
H,otrent Design
TYPC
Einal Pos
Uonent o$ign
TyPe
Final Pos
Snear Design
tyPe
Final Right
hax:0,00
Coobo Location
DCUPSI ConcRight
hax: 0.00
C@bo Locatiotr
DCttPS2 Bot8lange
PDi.li:0.00
Cdbo Location
I}o{PSI ConcRight
hax: 0.00
CoBbo Locati.ol
DCUPS2 BotFlange
har coobo: lu
M
0.000
11 .45
11 .45
fb
0.000
3. t?7
{.u9
tb
1.800
R.tio
0.000
l/3 factor
Yes
I
I
I
I
I
I
I
t
I
I
I
I
T
I
I
T
I
t
I
Sh€a! D€sig!
fyle Coobo ELock V
einat I€ft DCllPS2 0K 0.88
[hal Rlght DCI'iPS2 oK 0.88
ETABS e?.16 FiIe: 2683108 Kip-in Units PAGE 301
July U, 2001 1a:26
fv F, 1/3 tracto!
0, {04 20.000 Yes
0, {11 20.000 Yes
Ratlo
0.020
0.021
AISC-ASDEg Co4osite Bea! Design Short Sorn oltput Bean label: B8l8 Story: SECOID
Ba3ic BeaD InforDation
hax CoDo: ilA
Mfh
690.577 21.106
Pna:i Conbo: NA
r.r fb0.000 0.000
0.404
0. 4li
Pna:i CoEbo I llA
Mfh
695.115 12.954
tb 1/3 Factor
33.000 Yes
Rrtio
0.6{0
Shca! Deslgn
rype Conbo Block V
Final Left rrcuPs2 0K 11.38
Fhal Right Dcl,!PS2 OK 11.38
ETABS v?.15 Flle: 2583108 Klp-in Unlts PAGE 302
JuIy 11, 2001 14;26
fv Fv l/3 Factor
1.311 20,000 les4.417 20.000 Yes
Ratio
0.216
IISC-ASD89 C@osite Bean Design Sholt For:t! Output Eeao Label: 8821 Stoly: SECoND
Basic Eea! Info!trati,on
Fb 1/3 Eactor1.800 Yes
Ratio
0.000
Shear Design
Type Co0bo Block v
Final left DCUPS2 OK 0,88
Fitral Right lnPS2 OK 0.88
E ABS v?,16 Fi.le: 2583108 Kip-in UDits PAGE 303
July t l, 2001 14:26
Fv 1/3 Factor
20.000 Yes
20.000 Yes
Ratio
0.020
0,021
Ratlo
0 .160
0 .211
AISC-ASD89 Composite Bcan Desigo Short Foln Output Bean Label; 8822 Story: SECOND
Basic Bean Infonation
Fb 1/3 Factor Ratlo33.000 Yes 0.393
. Conbo
DCMPS2
DCMPS2
Block
OK
0t(
Fv 1/3 Factori9.798 Yes
19. ?98 Yes
I
I EIABS v?.16 FlIe: ?683108 Kip-ln 0nit3 PAGE 30{I JuIy U, 2001 1l:25
I Atsc-AsD8g Coryosite B€e Design short Fom output rea! Idbel: 8809 stoly; sEcouD
r Brsic BaaD ltrfolDatlot
I theat Dcai$ hax: 0.00 ha:r Cmbo; NA
II lyp! Conbo Lcation lt 6 rt t/3 tactor RatioFhrl Pos Itllps2 BotFlange ?15.239 21.BOG 33.000 yes 0.561
f Shra! oesign
TyF C@bo Blocl V fv tV l/3 Facto! Ratio
I Final L€ft DCMPSZ oK 11,98 4.191 20.000 res 0,210
I Final Right DCttPs2 OK 11.98 {,538 ?0.000 ye! 0.221
ETABS v7,16 FiLe: 2583108 K.lp-io Unirs PAGE 305
- July 11. 2001 lt:26
I
AISC-ISDE9 Cqositc 8ea! Design Short Foln ortput BeaI! Label: 8825 Story: SECDND
I Basic BeaD InforDation
- lrment Design pnax | 0.00 pnar Conbo: tlA
I TiFr Colbo Location !l fb Eb 1/3 Factor RatioI Flnal Pos DCUPS1 ConcRighr 0,000 0.OOO 1,800 res 0.000I
Shc Drsign
I lype CoDbo Block V fv W t/3 pactor Ratio
Final L€ft DOtPs2 0K 0.71 0.115 20.000 yes 0.005
Fioal Right DCUPSz OK 0.'t1 0.110 20,000 yes 0,005
I EI}BS v7.16 File: 2683108 (lp-in urits PAGE 306
tuly U, 2001 1{ 126
f AISC-ASD89 ConPosite Bean Design Sholt Eorn output Beas rabel: 8828 Stoly: SECO|ID
Basic Bea! Infonation
I IroreDt Dcsign hax: 0,00 ha$ Coobo: l|A
I
Type Conbo Location M fb Fb l/3 Factor Ratio
Fi.nal Po3 Dcupsl ConcRight 0.000 0.000 1.000 res 0.000
I
. Sbear Design
I ly?e CoDbo Block V fv w l/3 Facto! R.tio
I FiDal Left DCUPS2 0K 1.01 0.{61 20.000 yes 0.023
- Final Right DC!|PS2 OK 1.01 0.489 2O,O0O yes 0.023
EIAES v7.16 F[e: 2683108 Kip-in units PAGE 307
rly :.1, 200r U:?5
t
AISC-ASD69 Co4olite 8ea! Desigtr Short Fora output Beari label: 8829 Stoly: SECoND
I Basic Br!t! IDfotlation
I
- MoocDt D€sign han: 0.00 Psaq Conbo: t|A
t
I
Sheat Desigr
Iype colbo
Firal Left DCUPS2
Final Right DCllPS2
ETABS v?.15 File: 2683108
,tuly 11, 2001 u:26
Block V
0K !2.91
0K 12.91
Kip-in utlits PAGE 308
Fv 1/3 Factor
20.000 Y!!
20-000 Yes
Fb 1/3 Factor1.800 leg
I
I
I
T
I
I
I
I
I
I
I
I
T
I
I
T
I
I
I
l/3 Facto!
Yes
ly?c coEbo
Final Pos DCUPS2
l,ocation
Botflange
ll lb
21.?99
Ev
{.916
5.UJ'
fv
{.915
5.037
fv
0. {32
0.{40
tb
33.000
Ratlo
0.651
R.tlo
0.?{5
0.252
AISC-1S089 Coeosite Beu Design short tot! output Bsa. Label: 8832 stoly: SBCoIID
Basic Eean Infonation
uomnt Delign hax: 0 .00
fype Corbo location
Fl.nal Pos Dct{PS1 ConcRight
Shear Desiqn
Ty!€ Conbo Bloct
Final left DCuPs2 OK
FimI Right DCUPgz oK
E?ABS v7.15 lile: 2683108 Klp-in units
.tuly U, 2001 1l:25
har Corbo: NA
r{ fb0.000 0.000
vfv
r.01 0.4511,01 0.459
PAGE 309
Pna.t CoDbo: NA
'Mfb
181.572 2L.199
Fv 1/3 Factor Ratlo20.000 Yes 0.02320.000 Yes 0.023
Fb 1/3 Factor Ratio
33.000 Y.s 0.651
Ratio
0,000
AISC-ASD89 Coryosit! Bea! Design Short Forn output Bear Label: 8833 Stoly: SECoND
Basic Eear llfortrrt iotr
XoDent Desigtr
Type
FiDal PoE
hes:0,00
coobo locatioll
DCUPS2 BotFlang€
Shear Design
IypG Colbo
Fi.nal Lell DCUPSz
tinal Rj.ght DCUPS2
ETABS v1.16 file: 2583108
.tuly U, 2001 14:26
Block V
0K L2.910K L2.91
Kip-in onits PAGE 310
EY 1/3 Facto!20.000 tes20.000 Yes
lv 1/3 Factor20.000 Yes20.000 Yes
Ratio
0.246
0,252
AISC-ASD89 Coposite Bean Design Short ForE Ottput Bean Label: 8835 Stoly: SECoND
l,lorent Design PDax: 0.00 hdi Cmbo: ||A
lype coobo Location M
Flnal Pos I}cl|PSI ConcRight 0.000
fb Fb l/3 Facto!
0.000 1.800 Yes
Ratio
0.000
Shea! D€sign
Ty?c CoEbo Block
Final Left DCl,lPSz 0X
Final Riqht DCUPS2 0K
ElABs v?.15 File: 2583108 Kip-j.n UDj.ts
,tuly U, 2001 1{;25
0.95
0.95
PME 31I
Ratio
0.022
0,022
I
I IISC-AIiD89 C(rl9oslte Bea! Design Sholt FoI! O.rtF.lt Be|o Inb€t: 883? gtory: SECo D
-8a3ic le.[ InforDati.on
I lbsnt Delig! hax: 0.00 haJr Corbo: tnIfype Coobo Locatlon M tb t! 1/3 tacto! Ratlo
Final pos Dcups2 BotFl8trge 739.17{ 22.200 33,000 yes 0.6?3
t shear D$iaD
- TyPG C@bo Bloct V fv Fv 1/3 Factor Ratio
I Flnal lefr DctPs2 0K L2.Ii 4,613 20.000 y.! 0.231
I Ftnal Right Dct{ps2 oK t2.L1 {.585 20.000 yes 0.229
ETtEtt v?.16 Sile: 2683108 Kip-in Units pA6E 312I July u. 2ool u:zf
t
AISC-ASD8g Coryosite Eean Desigtr Sholt fom Output Beao Lab€l: BE40 Story: SE@rD
If Be3i.c Braa InfornationIll@nt De!19n hax: 0.00 har C@bo: m
I rypr Coabo l,ocatlon u fb !b 1/3 Facto! Ratio
I Final to! Dcups2 EotFlange 779.152 22.054 33.000 yes 0.569
I shear Design
t type Codo Block V fv Fv 1/3 Factor Ratio
Binal L.ft DCUPS2 0K 13,06 t.S69 ?0.000 tes O.Z2B
Fiaat Nght In Ps2 oK 13.05 4.9{? 20.000 yes 0.2t1
I aIAES v?.16 Fi.le: 2583108 Klp-in Units pAcE 313rr ,rufy If, ZO01 14:26
I IISC-ASD89 Colposite Eean Design Short Folrrl Output Bean !&el: Bg41 Story: SECONDI
Balic Sea! Infonatiol
I ltoocnt Desigl ha:{: O.O0 padi coEbo: 1111IIype Conbo f,ocation M fb Fb l/3 Factor Ratio
Final Pos DCt{Psl ColcRl.ght 0,000 0.000 1.900 y€s 0.000
f shcrr Desior
r ,; Conbo Block v fv Fe l/3 Facror Ratlo
I Final teft DCI'|PS2 0K 0.8,{ 0.126 20.000 yes 0,000
I Plnal Righr Dctrps2 OK O.B4 0.U9 20.000 ycs 0.006
ET!8S v?.16 Eite: 2683t08 Kip-in Units pAcE 314
I .IuIy 11, 2001 14:25
I
AISC-ASD8g Collposite Bean DesigTr Short Forn output Bean Label: 884{ Story: SECOND
I Easic 8ea! rnforoationI
Monent Desiqn has: 0.00 ha:i conbo: NA
I type Conbo Location M fb !b 1/3 Factor Ratio
I Einal Pos .DCMPSI ConcRight 0.000 0.000 r.000 ye! 0.000I
I
I
Shear lbsign
ryF C@bo Blocl V
tlnal t€ft DCUPS2 OK 1.15
FlDal Riqht DCUPS2 0K 1.15
EllBS v7.15 File: 2683108 Klp-in ontts PIGE 315
July U, 2001 1{:26
Pnaja CoEbo: NA
t't tb
8?5.980 16.2?3
lv 1/3 Factor20,000 Ycs20.000 t6s
fb I/3 Factor
33.000 Yes
Uonent Design
T!pe
flnal Pos
Nment Design
Ty?€
Fi.nal Pos
hax:0.00
Coubo Location
DC PS2 BotPlange
ha:r:0.00
C@bo Iocatlon
DCUPST ConcRight
fv
0.lEl
0.1?2
fe
4.008
t 0!o
Ratio
0.009
0.009
Ratio
0. {93
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AISC-ASD89 C@osit€ Bea! Design Short fom Grtput Bea! Label: B8{5 Story: SECoND
8a9ic Bea! Infolration
Shca! Design
. fypG C@bo Bloct
FinaL Left DCI{PSz 0K
Flnal Right DCllPS2 0K
EtlSS v?.16 FUe: 2683108 Kip-in lrnits
,IuIy U, 2001 14:25
11.41
1t.41
PAGE 3T5
1{.44
14 .44
PAGE 318
rv 1/3 Factor19.798 Yeg
t 0 ?OA Va.
latio
0.202
0.201
AISC-ASD89 Coqosite Bean Dclign Short Forn Output Bea[ label: B84t Story: SECoND
Brsic Bea! IofolDatlon
Pna:i Combo: M
ufb
0.000 0.000
vfv
1.15 0.181
1.15 0,1't2
Pnar Conbo: NA
xfb
8?6.980 15,2't3
lb 1/3 Facto!
1 .800 Yes
1\' 1/3 Facto!
20.000
20.000
Ratio
0.000
Ratlo
0.493
shear Design
Typ. codo Block
Final Left DCuPS2 0K
Fiml Right DC!{PS2 0K
Sasic Bea! Idomation
ltonent Deslgl ha:i: 0.00
Type C@bo Locatj.on
Phal Pos DCuPs2 BotFlange
Shear Dest 9n
Type Coobo Block
Fiml Left DCUPS2 0K
!i[al Right DCuPs2 0K
EIABS v?.15 File: 2683108 Kip-i.n Udts
JuIy 11' 2001 14:26
Basic Bean Infonation
Monent Design ha:{r 0.00
Yes
Ratio
0.009
0.009
AISC-ASD89 Colposite 8eatr Dasign Short Fol! ortput BeaD LabeLt 8849 Story: SECOID
It 1/3 Factor
33.000 Yes
fv
{.008
3.989
Ratio
0.202
0.201
Fv 1/3 Factor
19.?98 Yes
1A't0P Ya.
AISC-ASD89 Co@osite Bean Design Sbort Form Output Eear label: 8860 Story: SECoNo
Pna:i Conbo: NA
l/3 Facto!
!es
fv
5.051
5.35r
ttpc Cdo
Fin.l Pos DCllPSz
I
I
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Ratio
0.0?5
0.0r5
l/3 Factor
I
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Sbea! D$ign
Ty". Coobo
FtDaI lelt DCUPS2
rbal Right DCltPs2
EtlBs v7.16 flle: 2683108
July 11. 2001 1{:26
I'brelt lhstg
ly?e
Final Pos
Block VoK 11.580t( 11.58
Kip-lD t oits PAGE 3t9
33.000
lV l/3 Factor20..000 Yes20.000 teg
tb
33.000
Location
BotU.ange
tl
r0 5.578
4,89
1.89
s
1?.390
Ratio
Ratio
0.201
Ratio
0.253
0.258
t A!SC-ISD89 coqositc 8ea! Design Short lom Output Beao ra.bel3 8883 stoly! SECOID
Brsic lcar InfonatioB
Sb€ar D$lqn
ly?e C@bo Block VFi! Lft DcuPs2 oK 3.{3
Ftnal Right DCMPSz oK 3.{3
EInBS v?.16 Flle: 2683108 Kitr-itr ttnits PecE 320
iluly 11, 2001 1l:26
P[ax:0.00
Coobo location
DONPS2 EotFlange
har: 0.00
Cc@bo Locati.on
DCUPSz BotFlange
Ptai: Colbo: m
l{ fb
1{5.9{2 6.6{5
Pta:i cotrbo: m
ufb54.229 2.425
fv
1.605
1.5t 5
Pea\ Coabo: NA
lf fh
78. i69 3. {95
fv FY 1/3 Factor
l.!95 20.000 Yes
1.495 20.000 Yeg
I NSC-ASD89 Coqosite Sear Desiqn thort Forn Ottput Beatr Idb€I: 888{ Stoty: SECO{D
t Easrc Eclr Inforuarron
ha:i: 0.00
Codbo Location
DCUPS2 BotFlange
tb 1/3 Factor
33.000 Y€s
Block
OK
OK
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Shear D€rign
ly?€ Codo Block V
Flnal tcft DCUPS2 0K 3.39
FiDaI R19bt In Ps2 0K 3.39
Ef,ABS v?.16 File; 2683108 Kip-in Units PAGE 321
July U, 2001 U:26
rhrnt Delign
&teI'inal Pos
Xooent Design
r}?e
Final Pos
Shcff Design
Type
Final left
Einaf Right
Iv 1/3 Factor
20.000 Yes
20.000 Yes
Ratio
0,073
Ratio
0.080
0,0?7
AISC-ASD89 Coryosite Eear 0esiqn Shoft Foln Ortput Bear Label: BE8,t Stoly: IOn3
Basic Baa[ Inforoation
lb 1/3 Eactor
33.000 Yes
Ratio
0.106
Coobo
.DCUPS2
DCI{PS2
fv
2.21r
7'r70
Ratio
0.114
0.111
Fv 1/3 Factor20,000 Yes20.000 Yes
t
I rucD JUL r r zr:ur
tI VAILVALLEY
I MEDICAL CENTERI PHASE ItI EXPANSIOI{/
I RENOVATION
tI SPECIFICATIONS
I
II o,*"?,iili,tr:t::;"';Y:,'o,o*,
Construction Documents
HLM Project No. 980071.04 Town of !a!! rr r
elutv2ool 0FFIGEG0PY
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SECTION OOOO2 Seak and Signatures
l'*'f***********{i{"tf+*****:}***++****,t ********+***********:t *,*'t ******************rt rr+r++r**'r:F*:r*
I hereby certifu that the portion of this technical submission
described below was prepared by me or under my direct
supervision and responsible charge. I am a duly Registercd
Archilect under the laws of the State of Colorado.
Russell A. Sedmak
Discipline: Architecr
Reg. No.: 8-2758
Signatrre
Pages or sheets covered by this seal:
Specification Sections: Division l, Division 2, Division 4,
Section 07141, and0fl2l0
Drawing Sheets: 000 through A)OO(
Date issued: 07-09-01
:l******+******:******+*******'i*****f++*:t t r.*******+**irri.rF*i.*rttr***+********:t 'r**liri(*r!**r.t *'t 't *****
I hereby cerdry dnt the portion of this technical submission
described below was prepared by me or under ny direct
supervision and responsible charge. I am a duly Registered
hofessional Engineer under the laws ofthe State ofColorado.
Steven E. Bierbach
Discipline: Sfuctural Engineer
Reg. No.: 1963E
Signature
Pages or sheets covered by this seal:
Specilication Sections: 03300,04230,05120,05312,05400
Sructural Design Calculations
Drawing Sheets: Sl.0 thmugh S5.4
Date issued:07-09-01
*'F t*r.***i.********!t*rt!.:f****,|******+***:r**:hr*****+++**!*r.*:t,t !********,t*++*****:r*:r***!F***rtr*!r**++{.
VAIL UALIEY MEDICAL CENTER
DEMOUTION AtlD STRACTUML F&AME
Constuctian Docamutts
9 JaIy 2lMI
R}MAK \O
I Nhillllw
RUSSELL A.
SEDMAK
ffirrtt! tr
_*${{ll,Hdi&.,-
HLM 98M7I.M UNNLT
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DocaMEFtr0u03
TABIE oF CaNTENTS
DIV I S IO N I - GEN ERAL REQU IREM ENTS
............SUMMARY
0l140 ..........WORK RESTRICTIONS
01250 ..........................C0NTRACT MODTFICATTON PROCEDT.JRES01290................ ......................pAyMENTpROCEDr.JRES01320................. .....CoNSTRUCTION PROGRESS DOCUMENTATION
01322
01330
01400
01500
CONSTRUCTION PHOTOS
SIJBMITTAL PROCESS
...... QUALITY REQUIREMENTS
.....,................... TEMPORARY FACILITES AI{D CONTROLS
04200
04230
0sr20
o5312
054{m
01731 CUTIING AND PATCHING
..... CONTRACT CLOSEOUT PROCEDI,JRES
01780
01785
........................ CONTRACT CLOSEOLTT SLJBMITTALS
...........,........OPERATON AND MAINTENANCE MATERIAL
DIVISION 3. CONCRETE
03300 CONCRETE
DIVISION 1. MASONRT
IjNIT MASONRY ASSEMBLIES
REINFORCED CONCRETE MASONRY TINIT
DIVISION 5. METAIS
STRUCTURAL STEEL
STEELDECKING
COLD FORMED METAL FRAMINC
DIVI SION 7 . TNERMAL AND MOISTARE PROTECTION
07141........................COLD FLt]ID APPLIED WATERPROOFING
vt2to BI,JILDING hISIJLATION
rlI
ENDoF D0CaMENTUNN3
VN L VALIEY MEDICAL CENTER
D EM OUT IO N AND STRU CTA ML FRAM E
Cowtndion Document
9 IaIY 2MI
HI.TT 98ilNLO4 MM3.I
I SECTTON 01100 SUMMARY
SECTION OlIOO - ST]MMARY
I PARTI -GENERAL
I I.I WORKCOVEREDBYCONTRACTDOCUMENTS
I A. Work covers demolition and construction of 60,000 GSF addition to Vail Valley Medical
t Center located at l8l West Meadow Drive in Vail, Colorado.
I B. Additional requirements of all Parties to the Contract. Refer to Conditions of the Contract.
I Where specific provisions of the General Conditions are referenced herein, those references are- for the convenience of the Parties and specifically do not exclude other requirements,
I obligations and provisions ofthe General Conditions.
I
1.2 CONTRACTS
t A. Work of the various subcontractors wilt be executed under subcontract agreements with the
Construction Manager. All work will be perforrned under the direction and control of the
I Construction Manager, who is responsibls to the Owner for the faithful performance andI execution ofthe entire work.
I 1.3 WORKBY OTTTERS
I A. Security System: Installation of building security will be conracted by the owner. Coordination
I with this system will be required by the sub --contractors to the extent indicated on ther Construction Documents.
I
1,4 OWNER-FURNISI{EDPRODUCTS
I A. Products furnished by Owner include:
I l. Furnishings and Equipment
a
I B. Owners Responsibilities:
I 1. Arrange for and deliver necessary shop drawings, product data and samples, as Owner
I supplied products effect the Construction Documents.! 2. Arrange and pay for product delivery to the site, in accordance with the construction
schedule.
I 3. Receive and unload products at the site, except as otherwise noted.r 4. Handle products at the site, including uncrating and storage, except.ts otherwise noted.5. Submit claims for transportation damage.
t 6. Arrange for replacement of damaged, defective, or missing items.I
HLM 98471.04 VNLVAILW MEDICALCENTER O11OO,I
I DEMOUTTONANDSTRACTARALFRAME
I Consttuction Docwrerrts
9.luly 2MI
I
I sECrroN oroo SAMMARY
I
7. Arrange for manufacturer's warranties, bonds, service, inspections, as required.
r 8. Assemble, install, connect, adjust, test and calibrate and finish products.
r C. Contractor's Responsibilities:
I L Coordinate installation of Owner-furnished products with other portions of the Work.! 2. Designate submittal and delivery date for each product affecting construction schedule.3. Review submittals of Owner-fumished products and verify rough-in requirements. No-
I tify Architect of discrepancies that would affect installation and iough-ini.ll 4. Protect products from damage.5. Mechanical:
I a. Afford Owner's forces a reasonable opportunity for introduction and storage of
f their products and the execution of their work. Where required, Contractor shall
properly connect his work to theirs.b. Repair or replace items damaged by Contractor.r
I 1.5 woRK SEQT.IENCE
I- A. Sequence and stage new work in accordance with approved Construction Schedules.
I B. Perform demolition and alteration work of existing building in stages to accommodate Owner'sr use of premises as follows:
I I . Demolition and structural work will affect the existing building. Coordinate all site,
I building operations, and utility disruptions with Owner, a minimum of two weeks, prior
to work commencing. Ensure that disruption to existing building operations are mini-
mized during the construction duration period.
C. Construct Work as necessary to provide for public and tenant convenience.
t l. Do not close offpublic use of existing facilities until completion of one stage of con-r struction will provide altemative usage.
r 2. Proposed changes to site access and building usage should be documented on a plan, and
I approved by the Owner and Architect.I 3. Do not close or obstruct public roadways without prior approval of locat police and safety
authorities and coordination with Owner's use of the site.
I I.6 CONTRACTOR USE OFPREMISES
I A. Confine operations at site to areas permitted by Law, Ordinances, Permits, and Contract
Documents.
I B. Do not unreasonably encumber site with materials or equipment.
C. Do not load sfucture with weight that will endanger stnrcture.Ir
VAI L VAILEY MEDICAL CENTER
DEM O LTTI O N AND STRA CTU BAL F RAM E
Constuction Documcnts
9IaIY 2ffi1
I
I
HLIhI980071-U 01100-2
r sEcTroN 0rr00 SaMMARY
-- D. Assemble full responsibility for protection and safekeeping of products stored on premises.
I E. Move stored products which interfere with operations of Owner.t
F. Obtain and pay for use of additional storage or work areas needed for operations.
I G. Limit use of site for Work and storage as follows:
I l. Restrict work and storage to construction areas indicated on Drawings.
fl 2. Restrict parking to areas designated by Owner.3. Do not perform operations that would interrupt or delay Owner's daily operations.
I 4. Maintain Owner, and public access at all times to existing buildings, parking, drives and
walks.t' 5. Restrict construction personnel from access to other areas of site and existing building ar-
I eas, except as required to perform new and alterations Work.
I
- 1.7 owNER OCCUPANCY
r A. Owner will occupy existing building during entire period of construction for the conduct of
Owner's normal, daily operations. Cooperate with Owner's representative in all construction
I operations to minimize conflict and to facilitate Owner usage.
I B- Contractor shall conduct his operations to insure least inconvenience to Owner's operation.
I C. Contractor sball take precautions to avoid excessive noise or vibration that would disturb
Owner's operations. When directed by Owner, Contractor shall perform certain operations at
r designated time of day or night in order to minimize disturbance to Owrrer's operations.
I
1.8 PARTTAL OWNER OCCUPANCYI
f A. Schedule operations for completion of designated portions of Work for Owner's occupancy
prior to Substantial Completion of entire Work.
I B. Owner will occupy designated areas for purpose of installing owner purchased equipment or
rnishings, and for resuming existing operations.
I C. Prior to occupancy, execute Certificate of Substantial Completion for each desigtated area.
D. After Owner occupancy, Contractor shall provide:
: l. Access for Owner's personnel, and public.
2. Temporary partitions and barricades required to limit and control access to other con-
I struction areas, if applicable.
I 3. Operation of IIVAC and electrical systems until Substantial Completion of entire Work.
4. Maintain property insurance until Substantial Completion of entire Work.
I
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HLM 98OO7bA VAILUALLEY MEDICALCENTER 011M.3
I DEMOUTIONANDSTRACTARALFRAME
I Cotutttction Docamon:ts
9.lub2NI
r
I s^crroNorloo
E. Upon occupancy ofa designated area, Owner will provide:
I l. Custodial services.r 2. Security.
3. Maintenance.I
PART 2 - PRODUCTS (NOTAPPLTCABLE)
PART 3 - DGCUTION (NOT APPLTCABLE)
r END OF SECTION O1IOO
SAMMARY
HItr[ q&OWI.U VNLUALLEY MEDICALCENTER O11OO4
DEMOIf,NON AND STRUCTARAL FRAME
Consfiuction Documents
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1.2
SECTION 01140 WORK RESTRICTIONS
SECTION OII4O - WORK RESTRICTIONS
PART I -GENERAL
RELATED DOCI.JMENTS
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division I Specification Sections, apply to this Section.
USE OFPREMISES
Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of site
beyond areas in which the Work is indicated.
l. Limits: Confine constructions operations to areas indicated on drawings.2. Owner Occupancy: Allow for Owner occupancy of site and use by the public.3' Driveways and Entrances: Keep driveways and entrances serving premises clear and
available to Owner, Owner's employees, and emergency vehicles at all times. Do not use
these areas for parking or storage of materials.
a. Schedule deliveries to minimize use of driveways and entrances.b. Schedule deliveries to minimize space and time requirements for storage of
materials and equipment on-site.c. Clean adjacent parking lots and roadways, and remove dirt and debris deposited as
a result of daily construction operations.
Use of Existing Building: Maintain use of existing building, by owner and occupants,
througbout construction period. Repair damage caused by construction operations. Protect
building and its occupants during construction period.
1.3 OCCUPANCYREQT]IREMENTS
A. Full Owner Occupancy: Owner will occupy site and existing building during entire
construction period. Cooperate with Owner during construction operations to minimize
conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's
operations.
B. Partial Owner Occupancy: Owner reseryes the right to occupy and to place and install
equipment in completed areas of the new building, before Substantial Cornpletion, provided
such occupancy does not interfere with completion of the Work. Such placement of eguipment
and partial occupncy shall not constitute acceptance of the total Work.
1. Construction Manager will prepare a Certificate of Subsuntial Completion, to be signed
by Architect, for each specific portion of the Work to be occupied before Owner
occuPancy.
HLM 980071-M VAILVAILEY MEDICALCENTER
DEMOLITION AND STRUCTARAL FRAME
Constraction Docwnanfi
9,luly 2(Nl
A.
A.
B.
01140-1
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sEcTroN 01140 WORKRESTRICTIONS
2. Obtain a Certificate of Occupancy from authorities having jurisdiction before Owner
occupancy.
3. Before partial Owner occupancy, mechanical and electrical systerns shall be fully
operational, and required tests and inspections shall be successfully completed. On
occupancy, Owner will provide, operate, and maintain mechanical and electrical systems
serving occupied portions of building.4' On occupancy, Owner will assume responsibility for maintenance and custodial service
for occupied portions of buitding.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECTTTION (Not Used)
END OF SECTION OII4O
VAI L UALLEY M EDI CAL C ENTER
DEMOI.ITION AND STRACTURAL FRAME
Constructian Doc aments
9 July 2(NI
HLM98M7bA 01140-2
I
I SECT/ON01210 4LLOWANCES
I SECTTON 01210 - ALLoWANCES
I PART l -cENERALI
I I.I STMMARY
I A. The Contactor shall include in his Contract Sum the Cash Allowances specified.
I B' Items covered by these allowances shatl be supplied for such amounts and by such persons as'!r the Owner or Architect may direct.
I C. Expenditures from Cash Allowances shall be only upon written authorization of the Architect,r! approved by the Owner. Expenditures shall be kept within amounts set forth, unless specific
authorization of Architect and approval of Owner provides otherwise.
I D. Any unexpended balances of Cash Allowances shall revert to the Owner in the final settlement
of the Contract.
I 1.2 CONTRACTOR'SRESPONSIBILITIES
I A. Coordinate installation of allowance items with related building sp.rces, materials, equipment- and scheduling.
I B. Provide adequate storage space! construction space and access to Work for allowance items.!
C. Notify allowance item suppliers or subcontractors of required delivery dates and installation
I periods established on p.oi".t construction schedule.I D. Obtain proposals from suppliers when requested by Architect.
I E. On notification of selection, execute purchase agreenrent with designated supplier.
r F. Arrange for and process Shop Drawings, Product Data and Samples.
Ir G. Upon delivery, promptly inspect products for damage or defects and submit claims for
transportation damage.
t H, Install and finish products in accordance with requirements of referenced specification sections,
r 1.3 TYPEOFCASHALLOWANCE
I A. Allowances specified include net cost ofproduct, delivery and unloading at site and applicable
I taxes. Where specffied below, allowances shall also include installation costs.
VAI L VALLEY M EDI CAL C ENTER
DE M O UN ON AND STRA CTANAL F NAM E
Consbttction Docurne nts
9 JulY 2001
I
I
I
HLM98U71.M 012IG1
I SECTrONol2lo ALLOWANCES
I B. Contractor shall include in his Contract Sum, Contractor's costs for overhead and profit andr costs for handling and installation, except where installation is specified to be a part of the
t allowance.
I C. Installation shall include handling at site, uncrating, storage, protection, labor, installation,
_ finishing and other expenses required to complete installarion.
I D. The extent of work included under each subcontract allowance and extent of allied work
performed by Contractor is described below.
I 1.4 TESTING AND INSPECTION ALLOWANCES
I A. Costs Included in Testing and Inspecting Allowances: Cost of engaging a testing and inspecting
agency; execution of tests and inspecting; and reporting results.
I B. Costs Not Included in the Testing and Inspecting Allowance, but krcluded in the Contract Sum:I
1. Costs of incidental labor and facilities required to assist testing or inspecting agency.
I 2. Costs of testing services used by Contractor separate from Contract Documint require-I ments.
3. Costs of retesting upon failure of prcvious tests as determined by Architect.
I C. PaymentProcedures:
r L Submit three copies of the inspecting or testing firm's invoice with next application for
t z. F:tT*"" on approval by Architect.
I D. Testing and Inspecting Allowances Schedule:I
l. Include in Contract Sum the cash sum of $,l!Jgg_ for payrnent of testing laboratory
services specified in Section 01460.I
I END OF SECTTON 01210
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DEM OLIN ON AND STRA CTA RAL F MM E
Construction Docwne nts
9luly 2Nl
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r SECTIONOL2SO CONTRACTMODIFICATIONPROCEDURES
I SECTIoN 01250 - coNTRAcT MoDIFIcATIoN PRocEDURES
r PARTI-GENERAL
I I.I RELATEDDOCT]MENTS
I A. Drawings and general provisions of the Contract" including General and Supplementary
I Conditions and other Division I Specification Sections, apply to this Section.
I r.2 SUMMARY
r A. This Section specifies administrative and procedural requirements for handling and processing
I Contract modifications.
B. Related Sections include the following:
t 1. Division I Section "Allowances" for procedural requircments for handling and
processing allowances.
I- 1.3 MINoRcHANcEs IN TIIEwoRK
I A. Architect will issue through Construction Manager supplemental instructions authorizing Minor
- Changes in the Work, not invotving adjustment to the Contract Sum or the Contract Time, on
AIA Document G71 0, "Architect's Supplemental Instructions"
I
t.4 PROPOSAL REQUESTS
I
t A. Owner-Initiated Proposal Requests: Architect will issue through the Construction a detailed
description of proposed changes in the Work that may require adjustrnent to the Contract Sum
I or the Contract Time. If necessary, the description will include supplemental or revised
I Drawings and Specifications.
r 1. Proposal Requests issued by Architect through Construction Manager are for information
I and pricing only. Do not consider them instructions either to stop work in progress or to
execute the proposed change, unless specifically agreed upon by Owner and Architect.
2. Within ten (10) working days, or as otherwise required by Architect, after receipt of
I Proposal Request, submit a quotation estimating
"ost
adiustrrents to the Contract Sum
I and the Contract Time n@essary to execute the change.
|| a. Include a list of quantities of products required or eliminated and unit costs, with
f total amount of purchases and credits to be made. U requested, furnish survey data
to substantiate quantities.
b. Indicate applicable taxes, delivery charges, equipment rental, and amounts oftrade
I discounts.
HLM 9E(N71.M VAILVALLEY MEDICALCENTER 01250.1
I DEMOUTION AND STRACTARALFRAME
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SECTION 01250 CONTRACT M ODI F I CATI ON PROCEDA RES
c. Include an updated Contractor's Construction Schedule that indicates the effect of
the change, including, but not limited to, changes in activity duration, start and
finish times, and activity relationship. Use available total float before requesting
an extension of the Contract Time.
Contractor-lnitiated Proposals: If latent or unforeseen conditions require modifications to the
Contract, Contractor may propose changes by submitting a request for a change to Owner and
Architect.
I' Include a statement outlining reasons for the change and the effect of the change on the
Work. Provide a complete description of the proposed change. Indicate the effect of the
proposed change on the Contract Sum and the Contract Time.2. Include a list of quantities of products required or eliminated and unit costs, with total
amount of purchases and credits to be made. If requested, furnish survey data to
substantiate quantities.
3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade
discounts.
4. Include an updated Contractor's Construction Schedule that indicates the effect of the
change, including, but not limited to, changes in activity duration, start and finish times,
and activity relationship. Use available total float before requesting an extension of the
Contract Time.
5. lomply with requirements in Dvision 1 Section "hoduct Requirements" if the proposed
change requires substitution of one product or system for product or ryst". rpecified.
Proposal Request Form: Use AIA Document G709 for proposal Requests.
ALLOWANCES
Allowance Adjustment: To adjust allowance amounts, base each Change Order proposal on the
difference between purchase amount and the allowance, multiplied by final measurernent of
work-in-place. If applicable, include reasonable allowances for cutting losses, tolerances,
mixing wastes, normal product imperfections, and similar margins.
l. Include installation costs in purchase amount only where indicated as part of the
allowance.
2. ff requested, prepare explanation and documentation to substantiate distribution of
overhead costs and other margins claimed.3. submit substantiation of a change in scope of work, if any, claimed in change orders
related to unit-cost allowances.4. Owner reserves the right to establish the quantity of work-in-place by independent
quantity survey, nreasure, or count,
Submit claims for increased costs because of a change in scope or nature of the allowance
described in the Contract Documents, whether for the Purchase Order amount or Contractor's
handling, labor, installation, overhead, and profit. submit claims within 2l days of receipt of
the Change Order or Construction Change Directive authorizing work to proceed. Owner will
reject claims submitted later than 30 days after such authorization.
VAI L VALIEY M EDI CAL CENTER
DEMOUNON AND STRACTARAL FRAME
Construttion Docwnene
9IulY 2NI
HLM9EN7I.M 01250-2
I SECTTON 01250 0aNTRACT MODTFTCAUON PROCEDURES
I I ' Do not include Contractor's or subcontractor's indirect expense in the Change Order costI amount unless it is clearly shown that the nature or extent of work has changed from whatI 2 i''J:lH;: rr":T::ff1,,'il11.y,"#l::'* $*:HTj,".ffffi1.'o, n,un",- or ,ower-I priced rnaterials or systems of the same scope and nafure as originally indiJated.
I 1.6 CHANGE ORDER PROCEDURES
I A. On Owner's approval of a Proposal Request, Architect will issue a Change Order for signatures
I of Owner and Contractor on AIA Document G701.
I r.7 CONSTRUCTTONCHANGEDIRECTTVE
A. Construction Change Directive: Architect may issue a Construction Change Directive on AIA
I Document G?14. Construction Change Directive instructs Contractor to proceed with a changer in the Work, for subsequent inclusion in a Change Order.
I l. Construction Change Directive contains a complete description of change in the Work. It
I also designates method to be followed to determine change in the Contract Sum or the
Contract Time.
I B. Documentation: Maintain detailed records on a tirne and material basis of work requircd by the
Construction Change Directive.
I r' ffiL:#Jilir,itTft-i.jti#J"T,:"#ttff;rt and supporting data necessarv to
I PART 2 - PRODUCTS (Not Used)
I PART3 -HGCUTION (Not Used)
I Er{D OF SECTTON 01250
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SECTION OI29O PAYMENT PROCEDARES
SECTION 01290 - PAYMENT PROCEDURES
PART 1-GENERAL
I.I RET.A,TED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and otherDivision I Specification Sections, appty tothis Section.
ST]MMARY
This Section specifres administrative and procedural requirements necessary to prepare and
process Applications for Payment.
Related Sections include the following:
l. Division I Section "Allowances" for procedural requirements goveming handling and
processing of allowances.2. Division I Section "Contract Modification Procedures" for administrative procedures for
handling changes to the Contract.3. Division I Section "Construction Progress Docurnentation" for administrative
requirernents goveming preparation and submittal of Contractor's Constnrction Schedule
and Submittals Schedule.
I.3 DEFIN]TIONS
A. Schedule of Values: A statenrent fumished by Contractor allocating portions of the Contract
Sum to various portions of the Work and used as the basis for rcviewing Contractor's
Applications for Payrnent.
1.4 SCHEDIJLEOFVALI.]ES
A. Coordination: Coordinate preparation of the Schedule of Values with preparation of
Contractor's Construction Schedule.
l. Correlate line items in the Schedule of Values with other required administrative forms
and schedules, including the following:
a. Application for Payment forms with Continuation Sheets.b. SubmittalsSchedule.
2. Submit the Schedule of Values to Architect and Owner, through Construction Manager at
earliest possible date but no later than seven days before the date scheduled for submittal
of initial Applications for Payment.
UA]L UALLEY MEDICAL CENTER
DEMOUTION AND STRACTARAL FRAME
Constaction Docuncnts
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SECTION 01290 PAYMENT PROCEDARES
Format and Content: Use the Project Manual table of contents as a guide to establish line items
for the Schedule of Values. Provide at least one line item for each Specification Section.
l. Identification: Include the following Project identification on the Schedule of Values:
Project name and location.
Name of Architect.
Architect's project number.
Contractor's name and address.
Date of submittal.
2. Arrange the Schedule of Values in tabular form with sepilrate columns to indicate the
following for each item listed:
Related Specification Section or Division.
Description of the Work.
Name of subcontractor.
Name of manufacturer or fabricator.e. Nanre of supplier.f. Change Orders (numbers) that affect value.g. Dollar value.
l) Percentage of the Contract Sum to nearest one-hundredth percent, adjusted
to total 100 percent.
3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued
evaluation of Applications for Payment and progress reports. Coordinate with the Project
Manual table of contents. Provide several line items for principal subcontract amounts,
where appropriate.
Round amounts to nearest whole dollar; total shall equal the Contract Sum.
Provide a separate line item in the schedule of values for each part of the work where
Applications for Payment may include materials or equipnrnt purchased or fabricated
and stored, but not yet installed.
a. Differentiate between items stored on-site and items stored off-site. Include
evidence of insurance or bonded warehousing if required.
hovide separate line items in the Schedule of Values for initial cost of materials. for each
subsequent stage of completion, and for total installed value of that part of the Work.
Allowances: Provide a separate line item in the Schedule of Values for each allowance.
show line-item value of unit+ost allowances, as a product of the unit cost, multiplied by
measured quantity. Use information indicated in the Contract Documents to determine
quantities.
Each item in the Schedule of Values and Applications for Payment shall be complete.
Include total cost and proportionate share of general overhead and profit for each item.
a. Temporary facilities and other major cost items that are not direct cost of actual
work-in-place may be shown either as separate line items in the Schedule of
Values or distributed as general overhead expense, at Contractor's option.
4.
5.
UAIL VALLEY MEDICAL CENTER
DEMOUTI ON AND SIRACTARAL FMME
Conshaction Docwnenls
9IaIy 2MI
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SECTION 01290 PAYMENT PROCEDARES
9. Schedule Updating: Update and resubmit the Schedule of Values before the next
Applications for Payment when Change Orders or Construction Change Directives result
in a change in the Contract Sum.
APPLICATIONS FOR PAYMENT
Each- Application for Payment shall be consistent with previous applications and payments as
certified by Architect and Construction Manager and paid for by Owner.
1. ktitial Application for Payment, Application for Payment at time of Substantial
completion, and final Application for payment involve additional requirements.
Payrnent Application Times: The date for each progress paynrcnr is indicated in the Agreement
between Owner and Contractor. The period of conshtcti,on Work covered by each Apllication
for Payment is the period indicated in the Agrerment.
Payment Application Forms: Use AIA Document G702 and AIA Document G703 Continuation
Sheets as form for Applications for Payrnent.
D. Application heparation: Complete every entry on form. Notarize and execute by a person
authorized to sign legal documents on behalf of Contractor. Architect will return incomplete
applications without action.
l. Entries shall match data on the Schedule of Values and Contractor's Construction
Schedule. Use updated schedules if revisions were made.2. Include amounts of Change Orders and Construction Change Directives issued before last
day of construction period covered by application.
Transmifial: Submit 3 sigred and nourized original copies of each Application fo'r Payment to
Architect by a method ensuring receipt within 24 hours. One copy shall include waivers of lien
and similar attachments if required.
l. Transmit each copy with a transmittal form listing attachments and recording appropriate
information about applicaion.
Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's
liens from subcontractors, sub.subconfiactors, and suppliers for construction period covered by
the previous application.
l. Submit partial waivers on each item for amount r€quested, before deduction for retainage,
on each item.
2- when an application shows completion of an item, submit final or full waivers.3. Owner reserves the rigbt to designate wbich entities involved in the Work must submit
waivers.
4. Waiver Delays: Submit each Application for Payrrent with Contractor's waiver of
mechanic's lien for construction period covered by the application,
UAI L VALLEY MEDI CAL CENTER
DEMOUNON AND STRACTTJRAL FRAME
Constntction Documc nts
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SECTION 01290 PAYMENT PROCEDURES
a. Submit final Application for Pa)'rnent with or preceded by final waivers from
every entity involved with performance of the Work covered by the application
who is lawfully entitled to a lien.
5. Waiver Forms: Submit waivers of lien on forms, executed in a manner acceptable to
Owner.
G. Initial Application for Payment: Administrative actions and submittals that rnust precede or
coincide with submittal of first Application for Payment include the fotlowing:
1. List of subcontractors.
2. Schedule ofValues.3. Contractor's Construction Schedule (preliminary if not final).4. Products list.
5. Allowances.
6. Submiuals Schedule (preliminary if not final).
7 . List of Contractor's staff assignments.8. List of Contractor's principal consultants.9. Copies of building permits issued.10. Copies of authorizations and licenses from authorities having jurisdiction for
performance of the Work.
ll. Initial progress report.
12. Repon of preconstnrction conference.13. Certificates of insurance and insurance policies if such policies arc being provided by
Contractor.
14. Data needed to acquire Owner's insurance.15. lnitial settlement survey and damage report if required.
H, Application for Payment at Substantial Completion: After issuing the Certificate of Substantial
Completion, submit an Application for Payment showing 100 percent completion for portion of
the Work claimerd as substantially complete.
l lnclude docurnentation suppo'rting claim that the Work is substantially complete and a
statement showing an accounting of changes to the Contract Sum.2. This application shall reflect Certificates of Partial Substantial Completion issued
previously for Ovrner occupancy of designated portions of the Work.
I. Final Payment Application: Submit final Application for Payment with releases and supporting
documentation not previously submitted and accepted, including, but not limited, to the
following:
l. Evidence of completion of Project closeout requirernents.2, Insurance certificates for products and completed operations where required and proof
that taxes, fees, and similar obligations were paid.
3. Updated final statement, accounting for final changes to the Contract Sum.4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims."5. AIA Docunrent G706A, "Contractor's Affidavit of Release of Liens."6. AIA DocumentG707,l'Consent of Surety to Final Paynrent."7. Evidence that claims have been settled.
VAI L VALIEY MEDICAL C ENT E R
DEMOLTTION AND STRUCTAML FMME
Constructian Docaments
9 JalY 2NI
HLM 98U71-04 0129(M
I SECTION01290 |AYMENThROCEDURES
I 8. Final meter readings for utilities, a measured record of stored fuel, and similar data as ofI date of Substantiil Completion or when Owner took possession of and assumedI e fi:'"",t'Jlllj:'.:ffifl"Tff:;ffii"S.:T***I
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01290-5
I SECTION OI32O CONSTRT]CTION PROGRESS DOC(JMENTATION
I SECTTON 01320 - CONSTRUCTTON PROGRESS DOCLTMENTATION
I PARTI-cENERALI
I I.I SUMMARY
I A. Procedures for preparation and submission of Contractor's construction schedules for the Work
1| and periodic updating.
I B. Critical action report of required Owner and A,/E actions or decisions.
- 1.2 RELATED SECTIONS
I A. General Conditions (paragraph 3.10)I
B. Schedule ofValues - Section 01295.
I C. Construction Photographs - Section 01322.
I D. Shop Drawings, Product Data and Samples - Section 01330.
I
I.3 FORMOFSCHEDULES
I A. Pnepare in horizontal bar chart form, or Prepare network analysis system using the critical pathr m€thod, as outlined in The Associated General Contractors of America (AGC) publication
"The Use of CPM in Construction - A Manual for General Contractors".
f 1. Separate bar for each Eade or operation,2. Identify first workday ofeach week.
t B, Prcpare in chronological order of start of each item of work.
I
I C. Identify each item by major specification section number or trade.
I r.4 CONTENTOFSCHEDT.JLES
A. hovide complete sequence of construction activity.
I l. Indicate dares forbeginning and completion ofeach activity.2. Indicate projected percentage of completion for each iter[ as of first day of each month.
I 3. Identify major milestones including dates for Notice to hoceed, pre-installation confer-I ences, pre{ontriact closeout conference, Architect's punch list, facility start-up activities,
operating system instructions and demonstrations, commissioning activities, Regulatory
- Agency of Jurisdiction inspections, Substantial Completion.
I
HI]14 98OO7I.O4 UNLUALLEY MEDICALCENTER OI3^GI
I DEMOUNONANDSTRACN]RALFRAME
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I SECTION 01320 CONSTR(JCTION PROGRESS DOCUMENTATION
I B. Product delivery schedule. Indicate dares for:
I I . Delivery of products specified by allowances.
t 2. Delivery of Owner-furnished products,
3. Contractor's receipt of rough-in information required for coordination of products fur-
nished by others.
I 4. Installation ofproducts furnished by others. Identify major categories and unique equip-I nrent items separately,
l, C. Include calendar days from date of start of project to date of completion.J
I 1.5 CRflCAL ACTION REPORT
I A. hovide a separate sur rury report of dates for required Owner and Architect actions or deci-
I sions that would affect construction schedule.
I
I.6 REVISIONS TO SCHEDULES
! A. Submit schedule updates and graphically illustrate the progress ofeach activity to date of sub-
mittal, and projected completion date of each activity.
I B. Identify activities modified since previous submittal, major changes in scope, and other identifi-
able changes.
I C. Provide narrative report to define problem areas, anticipated delays, and impact on Schedule.
Report colrective action taken, or proposed, and its effect including the effect of changes on
r schedules of separate contfirctors.
I
1.7 SUBMITTALS
I A. Submit initial schedules and critical action report within 15 days after date of Notice to hoceed.
I B. Submit monthly revised schedules accurately depicting progress to flrst day of each month.
I Submit with application for payment submittal.
I C. Submit monthly revised critical action report concurrent with construction schedule zubmittat.
r D. Submit number of copies reguired by Contractor, plus 2 copies to be retained by Architect (l
- copy) and Owner (l copy).
I
PART2-PRODUCTS
I N.TAPP'.ABLE
I PARr3 -ExEcurroN
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DEMOUTI ON AND STRACN]RAL FRAME
Constttctbn Documen8
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I END oF sEcrroN ol32o
CONSTRUCTI ON PROGRESS DOCAM ENTATI ON
NIn[98M71.U VAILVALLETMEDICALCENTER OIJ^O.3
DEMOUTION AND STRACTARAL FRAME
Constnction Documents
9ldt2mI
I SECTION 01322 CONSTRUCNON PHOTOS
!
t sEcTroN 01322 - CONSTRUCTTON PHOTOGRAPHS
I PARTI-cENERALr
t 1.1 SI,JMMARY
t A. Pre-consfuctionphotographs.
I B. Monthly consnuction photographs.
C. Periodicconstructionphotographs.If D. Final Completion construction photographs.
I r.2 St BMrTrArs
I A. Identification:
t 1. Submit key plan of Project site and building with noration of vantage points marked for location
and direction of each photograph. Indicate elevation or story of constuction. Include the same
label information as the conesponding photographs. Plan shall be reviewed and approved by Ar-
I 2. Htll- of each print, provide an applied label or rubber-stamped impression with the following
information.
I a. Name of hoiect.
b. Name of Architect.
c. Name of Contractor.
I 3. 3*:fi:;rit*trrf$nt indicarins locarion, direction (by compass point), and ereva-
- tion or story of construction.
t B. Construction Photographs: Submit prins of each photographic with each job pmgress r€port, but not less
than once per month. Photographs shall be taken at the sarne time each month to document construction
I progress. Additional photographs are to be taken at critical points of construction, as directed by Archi-
I tect.
I
l. Format: 8-by-I0-inch (203-by-254-mm) smooth-surface maue prints on single-weight commer-
f| z. ii3#i,ttfrht a complete set of phorographic negatives in protective envelopes as a project
Record Document. Identiry date photographs were taken.
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CONSTRUCTION PHOTOGRAPHS
Field Office Prints: Retain one set of prints of progress photographs in the field office at Project site,
available at all times for reference. Field photographs are to be in a photo book, with clear protective
pages. Photographs are to be sequential, with date included. Identify photographs the same as for those
submitted to in the Monthly Progress Repon.
Preconsfuction Photographs: Before starting construction, take color photographs of Project site and sur-
rounding properties from different vantage points, as directed by Architect.
l. Take photographs to show existing conditions adjacent to the property before starting the Work.2. Take photographs of existing buildings either on or adjoining the property to accurately record the
physical conditions at the start of conssuction.3. Architect and Construction Manager will coordinate vantage points for the initial photographs.
Final Completion Construction Photographs: Take color photographs after date of Substantial Comple-
tion for submission as Project Record Documents. Archit€ct will direct photographer for desired vantage
points.
END OF SECTION 01322
VAI L VALIEY MEDI CAL C ENTER
D EM O U TION AND STRA CTUML F RAME
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SECTION OI33O - SUBMTTTAL PROCEDURES
PART I -GENERAL
SUBMITTAL PROCESS
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A. Procedures for submittal of Shop Drawings, Product Data and Samples required by Contract
Documents.
B. Quality Control Submittals.
C. Schedule of submittals.
1.2 RELATED SECTIONS
A. General Conditions - paragraph 3.12.
B. Manufacturer's Installdion Instructions - Section 01600.
C. Contract Closeout Submittals - Section 01770 and 0l?g0.
I.3 DEFINTNONS
A. Shop Drawings: Refer to General Conditions, subparagraph 3.12.1.
B. hoduct Data: Refer to General Conditions, subparagraph 3.12.2.
C. Samples: Referto General Conditions, subparagraph 3.12.3.
D. Quality Control Submittals: Informational submittals that pertain to quality control and which
do not require review and approval by Architect and are to be retained in prolect file only. If
reviewed, project information will be reviewed for compliance with the Contract Documents
only. The review will not constitute a detailed review of adequacy of submitted desigrr calcula-
tions. The appropriateness and accuracy of calculations is the responsibility of the bontractor
(and Contractor's professional engineer when such calculations are iequired to be professionally
sealed). Examples of quality control submittals:
l Design data and calculations.2. Test reports.3. Certificationsandcertificates.
4, Manufacnrer'sinstructions.
5. Manufacturer's field reports.6. Qualifications of Installer.
VAI L UALLEY MEDICAL CENTER
DEMOUTION AND STRACTAML FRAME
Construction DrcwenK
9 July 2(NI
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I A. Prepare project-specific information, drawn accurately to scale. Prepare drawings in a clear and
I thorough manner. Title each drawing with hoject name.
B. Identify plans and details by reference to sheet number and detail, schedule or room numbers
I shown on Contract Documents.r
C. Identify field dimensions; show relation to adjacent critical features or Work.tf D. Do not reproduce Contract Documents for use as Shop Drawings.
I E. Electronic copies of CADD Drawings of the Contract Documents will provided by ArchitecV
I Engineer, on a one-time basis, for Contractor's use in preparing Shop Drawings. To obtain
electronic copies of CADD drawings, the contractor will have to sign Architect's release waiver
I and pay a nominal fee to be determined by Architect which is commensurate with the costs in-
f curred by the Architect for preparation, formatting and file transfers to the contractor.
l. If the Contractor obtains or receives electronic copies of the CADD Drawings, Contractor
I shall not rely upon the electronic copies or re-use, alter or modify such elecionic copies.f 2. Contractor further agrees to (1) Pay (or forego payment on its own behalf the cost oD and
(2) indernnify and hold harmless Owner and Architect from claims arising from any use,
I re-use, alteration or modification of such electronic copies.
t 3. Contractor shall only obtaih electronic copies of CADD Drawings pursuant to a written
agreement with the Owner in a format agreed to by Architect and agrees that in all events
the most current printed version of the Drawings governs over any electonic version.
- I.5 PRODUCTDATA
' A. Manufacturer's standard drawings, details and diagrams:
I l. Modify drawings to delete information which is not applicable to Work.I 2.
;i:t.Polffiil..andard
information to provide additional information specifically applica-
I B. Manufacturer's standard printed descriptive data:
I l. Clearly mark each copy to identify pertinent materials, products or models.
I 2. Show dimensions and clearances required.
3. Show performance characteristics and capacities.
.. 4- Show factory installed wiring or piping diagrams and controls.
I 5. Show utility connection and rough-in requirenrcnts.!r 6. Include manufacturer's installation insftuction.
7- Indicate compliance with trade and testing agency standards.Ir
1.6 SAI,IPLES
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DEMOUTION AND STRACTARAL FRAME
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01i30-2
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I A. Submit full range of manufacturer's standard colors, textures and patterns for Architect's selec-
Ilon.
I B. Identify manufacturer's samples with manufacturer's name, item, use, type, project designation,
- specification section or drawing detail reference, color, range, texture, finish and other pertinent
. data.
f C. Identify related and adjacent construction that will impact the product installarion orfunction.
I D. Identify potential coordination issues that may be apparent to manufacturer.
I E. Size and extent of field and fabricated samples as specified in respective specification sections.
t F. Erect,field Samples at Project site, at Iocation acceptable to Architect. Fabricate each sample
:
completeandfinished.
r t.7 QUALITY CONTROL SUBMmTALS
I A. Submit quality control information as indicated in respective Specification sections.I l. Design data or calculations requhing professional certification shall be properly sealed
I and signed by a registered professional engineer in State of Colorado.
t 2. Submit test reports in accordance with requirements.3. Submit manufacturer's installation instructions.rt B. Submit in same numner as Product Data, except as otherwise specified above.r
I 1.8 coNTRAcroR REspoNsIBrLrrrESr
A. Review Shop Drawings, Product Data Samples and similar submittals prior to submission. Ini-
I tial, sign or stamp, certifying to review of submittal for compliance with Contract Documents
t and indicating Contractor's approval of submittal. All copies of subminal are to be reviewed,
and stamped by contractor. All submittals that do not bear the Contractor's stamp will be re-
I turned by the Architect, without review.
B. Verify:
I 1. Field measurements.
I 2. Field construction criteria.3. Catalog numbers and similar data,
.. 4. Conformance with Contract Documents.
I 5. Completeness of submittal.
C. Coordinate each submittal with requirements of Work and of Contract Documents.
-t D. Notify Architect, in writing at time of submission, of deviations in submittals from requirements
of Contract Documents.
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I SECTION 01330 SUBMITTALPROCESS
I E. Begin no fabrication or work which requires submittals until return of submittals with Archi-
tect/Lngineer's stamp and initials or signature indicating review.
I F. The Contractor's responsibility for errors and omissions in submittals is not relieved by the Ar-- chitect's review of submittals.
I G. The Conhactor's responsibility for deviations in submittals from requirements of Contractf Documents is not relieved by the Architect'slEngineers review of submittals unless the Archi-
tect gives written acceptance of specific deviations.Ir I.9 SI.JBMITTALREQUIREMENTS
I A. Concurrent with submittal of Construction Progress Schedule, prepare and submit a schedule
for submittal of Shop Drawings, Product Data,-Samples anA quafty Control Submittals. h-
- clude tbe following:
I l. Dates Contractor's submittals will be submitted to Architect.2. Dates submittals will be required for Owner-furnished products.
I 3. Dates reviewed submittals will be required from Arcbitect.I
B. schedule submittals in such sequence as to cause no delay in the work.I
I C. Make submittals promptly in accordance with approved schedule.
I D. Submit number of copies of Submittals as follows:
- 1. Shop Drawings: Submit one opaque print. Architect will mark on the same print as con-
tractor, then make 3 copies, Architect will retain one copy, Contractor will retain two
I copies, one of which is to be kept for Owner. The fourth copy will be for the sub-
contractor.
2. hoduct Data: Submit 4 copies of Product Data. Architect will retain one copy. Con-
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copies, one of which is to be kept for Owner. The fourth copy will
3. Samples: Submit 2 sets of samples.
I 4. Quatity Control Subminals: Unless otherwise specified, submit 2 copies of Quality Con-
I trol submittals concurrent with Shop Drawing and hoduct Data submittals.
I E. Accompany submittals with dated transmittal letter containing.
r l. Projecttitle and number.
.. 2. Contractor's name and address.
I 3. Name and submittal identification number of each submitted Shop Drawing, hoduct
Datur4 Sample or Quality Control Submittal.4, Notification of deviations from Contract Documents.
f F. Submittals shall include:
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SECTION OI33O
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SABMITTAL PNOCESS
1. Date and revision dates.
2. Project title.
3. Names of Architect, Contractor, subcontractor, supplier and manufacturer.
4. Identification of product by specffication section number.
5. Relation to adjacent structure, materials or other critical features.
6. Field dimensions, clearly identified as such.7. Applicablereferencestandards.
8. Identification of deviations from Contract Documents, if any.
9. Contractor's stamp, initialed or signed, certifying to review and approval of submittal,
verification of field measurernents, compliance with Contract Document$ and coordina-
tion with requirements of Work.
10. Submittal identification number composed of 5 digit specification section number plus a
sequential number. Resubmittals shall include same numbering sequence, and identified
with a sequential letter to identify latest submittal. (Example: Original Submittal:08800-
l, Resubmittal: 0880G1A.)
Coordinate submittals into logical groupings to facilitate interrelation of Products and Systems:
l. Finishes requiring selection of colors, textures or patterns.
2. Associated items of systems which require correlation for efficient function and installa-
tion.
Coordinate subrnittals for related parts of the Work so processing will not be delayed because of
need to review submittals concurrently for coordination.
Provide complete submittals in accordance with requirenrcnts of respective Specification sec-
tions. Partial or incomplete submittals will be retumed, without review, for resubmission,
fucbitect reserves the right to withhold action on a submittal requiring coordination with other
subminals until related submittals are received.
RESUBMITTAL REQI.'IREMENTS
Revise initial drawings or data and resubmit as specified for initial submittal.
Indicate changes which have been made since previous submittal.
Submit new Samples as specified for initial submittal.
DISTRIBUIION OF SIJBMTTTALS AFTER REVIEW
Copy and distribute reviewed copies of Shop Drawings and Product Data which carry Archi-
tect's stamp as follows: Contractor's file, job site ftle, Record Docurnents file, other prime
contrarctors, subcontractors, supplier and fabricator.
I.I2 ARCHTTECT'SACTIONS
UAI L VALLEY M EDI CAL C E NTER
D E M O UTI ON AN D STRA CTANAL F MM E
Constntction Do cuments
9JuIYmI
HLM 98Um-U 01330-5
! SECTION OI33O SABMITTALPROCESS
f A. Architect will review Shop Drawings, Product Data and Samples in accordance with General
Conditions, subparagraph 4.2.7. The Architect will return the following to Contractor:
I l. Three copies of Shop Drawings.It' 2, Three copies of hoduct Data.
',
3. One sample.
I B. Architeo will not take responsive action on quality control or informational submittals except to
require resubmission of incorrect or incomplete information.
f C. Architect will return Shop Drawings within 7 working days of receipt of Contractor's complete
submittal.
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t sEcTroN 01400 - QUALTTY REQUTREMENTS
I PART1 -GENERAL
I 1.1 sT;MMARYI
A. Qual$Assurance/Control.
f B. Manufacturers' Field Services
I C. Examination of conditions.
t D. heparation of substrate.
f 1.2 RELATED SECTIoNS
I A. Conditions of the Contract: Inspection and testing required by governing authoritiesr
B. Testing Laboratory Services.
I 1.3 QUALTTYASSTJRANCE/CONTROL
I A, Maintain quality control over sub-contractors, suppliers, manufacturers, products, services, site
conditions, and workrnanship, to produce work of specified quality.
I B. Comply with manufacturers' instnrctions, including each step in sequence.I
C. Should manufacturers' instructions conflict with Contract Documents, request clarification from
I Architect before proceeding.
I D. Comply with specified standards as minimum quality for the Work except where more stringent
I tolerances, codes, or specified requirenrents indicate higher standards or more prccise
I workmansbip.
r. E. Perform Work by persons qualified to produce required and specified qualrty.
r F. Verify that field measurements are as indicated on Shop Drawings.
I G. Secure products in place with positive anchorage devices designed and sized to witbstandf sffesses, vibration, physical distortion, or disfigurement.
I r.4 MANUFACTT.IRERS'FIELDSERVICES
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PART 2 - PRODUCTS (NOT APPLTCABLE)
PART3 -DGCUTION
QUALrry REQATREMENTS
When specified in respective Specification section, require manufacturer to provide qualified
personnel to observe field conditions, conditions of surfaces and installition, quality of
workmanship, and to make appropriate recommendations.
Representative shall submit wriften report to Architect listing observations and
recommendations. Report shall include observations and site decisions or instructions given to
applicators or installers that are supplemental or contrary to manufacturers' written instructions
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2.1 EXAMINATION AND PREPARATION
Verify that site conditions and substrate surfaces are acceptable for subsequent Work.
Beginning new Work means acceptance of conditions.
Clean and prepare substrates as specified in individual Specification Sections and as
recommended by product manufaenrrer.
Unless otherwise specified, apply rmnufacturer required or recommended substrate primer,
sealer, or conditioner prior to applying new material or substance in contact or bond.
EI{D OF SECTION OI4OO
UAI L UAILEY M EDI CAL CENTER
DEMOUTION AND STRUCTARAL FRAME
Construction DocumenK
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I SECTIONOLSM TEMPORARY FACILITIESANDCONTROIS
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I PARTI-cENERALI
I I.I SUMMARY
I A. TemporaryUtilities.
I B. Temporary Controls.
C. TemporaryFacilities.r
1.2 PROJESIIDENTIFICATION
f A. Provide project sign that complies with local regulations, of exterior grade plywood with rne-
dium density overlay and wood fiane construction, painted, with lenering by professional sign
I painter to the Architect's design and colors.
B. List title of project, names of the Owner, the Architect, Architect's Consultants, Construction
I Manger, Mechanical Subcontractor, and Electrical Subcontractor.
r C. Erect on site at location designated by the Owner.
I D. No other signs are allowed except those required by law or approved by the Owner and Archi-t tect.
I 1.3 CONTRACTOR'S BUILDINGS
I A. The building of temporary structures will be permitted only at such places as approved by the
I Owner and Architect.
I r.4 TEMPoRARYoFFTcESI
A- Pnovide and maintain temporary field ofhce during entire construction period. Shell space and
I utilities for field office witi Ue irovided by rhe Orier.I
I 1.5 TELEPHONEANDCOMMT.INTCATIONSERVICE
I A' Telephone and facsimile services for Construction Managers use will be provided by ther- Owner.
I B. Provide electronic mail service in Contractor's field office including neressary Internet service,
r computer, modem and software.
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SECTION 01500 TEMPORARY FACILITIES AND CONTROIS
TEMPORARY WATER
Temporary water system required for completion of work wilt be provided by the owner.
In-stall branch piping with taps located so that water is available throughout project site by use
of hoses.
Provide hoses for conveyance.
TEMPORARY ELECTRICITY AND LIGHTING
Provide temporary electrical connections service required for completion of project. Electrical
utility service will be provided by the Owner.
Provide necessary temporary wiring for distribution.
Provide adequate artificial temporary lighting for areas of work when natural light is not ade-
quate for work, and for areas accessible to public.
I.8 TEMPORARY IIEAT AND VENTILATION
A. Provide temporary heat and ventilation as reguired to maintain adequate environnrental condi-
tions to facilitate progress of Work, to meet specified minimum conditions for installation of
materials, and to protect materials and finishes from damage due to temperature or humidity,
B. Provide adequate forced ventilation of enclosed areas for curing of installed materials, to dis-
perse humidity, and to prevent hazardous accumulations of dust, fumes, vapors or gases.
c. Portable heaters shall be standard approved units complete with controls.
D. Pay costs of installation, maintenance, operation and removal, and pay costs for fuel consumed.
E. Operate Permanent system only as required for testing and balancing except that perrnanent
equipment may be used for final dry out only after dust producing operations are complete.
Mechanical engineer of record shall evaluate when dust-producing operations are completg and
recommend tbe tinre at wbich pennanent mechanical system may be used. Use of permanent
system shall not affect warranty period, which shall start at final acceprance of all Work.
F. Provide construction filters for permanent systems until final acceptance of Work.
I.9 SANITARYFACILITIES
A. Install adequate temporary chemical toilets at time Work is commsnced. Do not use toilets in
existing Building.
B' Maintain facilities in compliance with applicable health laws and regulations. Keep in clean
and sanitary condition.
VAI L VAIf,EY M EDI CAL C ENTER
DEMOUTI ON AND STRACTARAL FRAME
Construction Docaments
9 JuIy 2NI
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I SECTION OISM TEMPORARY FACIUTIES AND CONTROI.S
t C. Upon completion of Work, rcmove temporary sanitary facilities.
- D. New building facilities may not be used during any portion of the construction period, unless
I specifically agreed to by Owner and Architect.
I I.IO CONSTRUcTIoNAIDS
I A. Furnish and maintain temporary stairs, ladders, ramps, scaffolds, hoists, runways, derricks and
I chutes as required for proper execution of Work.
B. Such apparatus, equipment and construction shall meet requirements of applicable Federal,
I State and local Safety and Labor Laws.
I C. Only one of the permanent elevators may be used for temporary construction purposes and shall
I be provided with a temporary enclosure to protect finishes from damage. This enclosure does
I not negate the requirement for protective covering as described in Section 14240. Ary such en-r closure shall be turned over to the Owner upon Final Completion. Any damage to the elevator
and/or it's finishes during construction shall be repaired by the Construction Manager to the Ar-
t chitect's and Owner's satisfaction,r
I 1.11 GUARDRATLS, BARRICADES ANDTEMPORARY COVERINGS
A. Provide guardrails, handrails, and covers for floor; roof and wall openings; and stairways; all in
I
accordance with applicable Safety Laws.
r B. Provide barricades as required to protect natural resources, existing site features, existing
buildings, adjacent property and passers-by.
t C. At completion of construction, remove guardrails and barricades.
I D. Provide suitable temporary watertight coverings over windows, doors, hatchways and other
I openings as required to protect interior work from inclenrent weather.
I t.rz CoNSTRUCTTONFENCESIBARRIERS
,- A. Provide and maintain construction fences where requiled to ensure site protection and safety.
I B. Provide chain-link or woven wire fence with steel posts and gares.
I C. 48- high, orange polyethylene, open mesh fencing supported with steel posts as required.r D. Maintain fences until completion of project, then remove and restore surfaces.
I.I3 EXTERIORPROTECTION
VAI L VALLEY M EDI CAL C E NT E R
DEMO U N ON AND STRA CTIJRAL F RAM E
Consblt ctia n Doctrnena
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SECTION 01500 TEMPORARY FACIUTIES AND CONTROLS
t.t4
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Provide temporary, insulated, weather-tight closure of exterior openings to accommodate ac-
ceptable working conditions and protection for stored and installed materials and products, to
allow for temporary heating and maintenance of required ambient temperatgres identified in in-
dividual specifications, and to prevent entry of unauthorized persons. Provide access door with
self-closing hardware and locks.
INTERIOR ENCLOSURES
hovide temporary partitions and ceilings to separate work areas from Owner occupied areas, to
prevent penetration of dust and moisture into Owner occupied areas, and to prevent damage to
existing materials, products and equipment.
Construction: Framing and gypsum board sheet materials with closed joints and sealed e.dges at
intersections with existing surfaces; sTC rating of 35 in accordance with ASTM E-90 with
maximum Flame Spread Rating of 25 in accordance with ASTM E-g4.
TREE AND PLANT PROTECTION
Preserve and protect existing nees and plants at site which are designated to remain, and those
adjacent to site.
Consult with Architect, and remove agreed-on roots and branches which interfere with con-
struction. Employ qualified tree surgeon to remove, and to treat cuts.
hovide temporary barriers, 6 ft. high, around each tree, or around each group of fiees and
plants.
Protect root zones of trees and plants:
I . Do not allow vehicular traffic or parking.2. Do not store materials or products.3. Prevent dumping of refuse or chemically injurious materials or liquids.4, Prevent puddling or continuous running water.
Carefully supervise excavatin& grading and fitling, and subsequent construction operations, to
pnevent damage.
Replace existing trees and plants desiguted to remain whicb are damaged or destroyed due to
constnrction operations.
TEMPORARY FIRE PROTECTION
Install and maintain temporary fire-protection facilities. Comply with NFPA 241.
l. Provide fire extinguisbers, installed on walls on mounting brackets.2. Store combustible materials in containers in fire-safe locations.
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UAI L UALIfrY M EDI CAL CENTER
DEMOUTION AND STRUCT'I]RAL FRAME
Constuction Documents
9 Jttll 2MI
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END OF SECTION OI5OO
NLM 9EOO71.M UAILVAILEY MEDICALCENTER
DE M O UN ON AND STRA CTURAL F RAME
Cotts taction Doc ut E rrts
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TEMPORARY FACILITIES AND CONTROLS
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3. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fre-
Protection facilities, stairways, and other access routes for fire fighting. Prohibit smok-
ing.
4' Permanent Fire hotection; At earliest feasible date in each area of Project, complete in-
stallation of permanent fire-protection facility, including connected services, and place
into operation and use. Instruct key personnel on use of facilities.5. Develop and supervise an overall fire-prevention and first aid fire-protection program for
personnel at Project site in accordance with governing regulations.
I,I7 PARKINGFACILITIES
A. Restrict parking of construction personnel vehicles to areas designated by Owner.
B. Do not allow construction vehicle parking on completed new paving, except as otherwise ap-
proved by Owner.
I.18 ACCESS ROADS
A. Construct and maintain temporary roads accessing public thoroughfares to serve constnrction
areas.
B. Extend and relocate as Work progress requircs. hovide detours necessary for unimpeded traf-
fic flow.
C. Provide and maintain access to fire hydrants, free of obstructions.
D. Provide means of removing mud from vehicle wheels before entering public streets,
E. Designated existing on-site roads may be used for construction traffic, if prior approval is ob-
tained from Owner.
F. Maintain existing and new roads and walks used in the progress of this work, both within the
limits of the Site and the adjacent areas leading to it, open to havel and in clean condition.
Failure to maintain on-site roads and sidewalks will result in Owner's cleaning of same in the
most expedient manner with costs deducted from Contract sum.
PART2.PRODUCTS
NOTAPPLICABLE
PART3-HGCUTION
NOTAPPLICASLE
0150Gs
I SECTIONO|6OO PRODUCTREQAIREMENTS
I SECTION0I600 - pRoDUcT REQUTREMENTS
I PARr1-GENERAL
I l.l sIMMARYI
A. Material and equipment incorporated into Work:
f 1. Conform to applicable specifications and standards.2- Comply with size, make, type and quality specified, or as specifically approved in writing
I bv Architect.
I 3. Manufactured and fabricated products.
f a. Design, fabricate and assemble in accord with recognized industry standards.
I b.
Xil::"acrff
like parts of duplicate units to standard sizes and gages, to be inter-
c. Two-or more items of same kind shall be identical, by sarne manufacturer.
r I f;1tff[':l]:ffi::U:;T:if"*.", shown or speciried sharr be adhered to
unless variations are specifically approved in writing.
I B. Do not use material or equipment for purposes other than that for which it is designed or is
specified.
!' Lz RELATEDSECTIoNS
I A. Conditions of the Contract - Subparagraphs3.4.l,3.4.2, errld3.12.6.
B. Summary of Work- Section 01100.
f C. Products under Allowances - Section 01210.
I D. Shop Drawings, Producr Data and Samples - Section 01330.
I . Operating and Maintenance Data- Section 01780.
! 13 MANT]FACTURER'S INsTRUcTIoNs
I A. When Contract Documents require that installation of work shall comply with manufacturer'st printed instructions, obtain and distribute copies of such instnrctions to parties involved in
installation, including rwo copies to Architect.
I l. Maintain one set of complete instructions at jobsite during installation and until
completion.
ll 2. Submit Architect's copies with appropriate Product Data submittal.
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HLM 980071.A VAILUALLEY MEDICALCENTER 016U.1
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SECTION OI6OO PRODUCT REQUIREMENTS
Handle, install, connect, clean, condition and adjust products in strict accord with such
instnrctions and in conformity with specified requirements.
1. Should job conditions or specified requirements conflict with manufacturer's instructions,
consult with Architect for further instructions.2, Do not proceed with work without clear instnrctions.
Perform work in accord with manufacturer's instructions. Do not omit prepararcry sreps or
installation procedures unless specifically modified or exempted by contraci Documents.
1.4 TRANSPORTATIONANDHANDLING
A. Arrange deliveries of products in accord with construction schedules. coordinate to avoid
conflict with work and conditions at site.
1. Deliver products in undamaged condition, in manufacturer's original containers or
packaging, with identifying labels intact and legible.2. Immediately on delivery, inspect shipments to assure compliance with requirements of
Contract Documents and reviewed submittals, and that products ure p.opelty protected
and undamaged.
B' hovide equipment and personnel to handle products by methods ro prevent soiling or damage
to products or packaging.
I.5 STORAGEOFMATERIALS
A. Store products in accordance with manufacturer's instructions, with seals and labels intact and
legible. Store sensitive products in weather-tight enclosures; maintain within temperature and
humidity ranges required by manufacturer's instructions.
B- Maintain enclosures in good condition" and remove at completion of work.
C. Provide substantial platforms, blocking or skids to zupport fabricated products above ground.
D. Cover products, subject to discoloration or deterioration from exposurc, with impervious sheet
coverings. Provide ventilation to prevent condensation and degrading of product.
E. Store loose granular materials on solid surfaces in a well-drained area; prevent mixing with
foreign matter.
F. Stor€ materials on site unless otherwise approved by Owner.
G. Do not use building as storage facility unless approved by Owner.
H. Provide additional storage at no cost to Owner in the event that additional storage area is
required beyond that provided by project site.
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DEMOUTION AND STRA CTANAL FNI,UE
Cotatructian Docaments
9.lub 2001
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SECTION OI6OO PRODUCT REQAIREMENTS
Arrange stored materials to provide easy access for inspection.
PRODUCT OPTIONS AND SUBSTITUTIONS
Product Definitions.
hoducts: The term "product" as used in the Project Manual includes materials,
equipment, and systems.
Named Products: Identification of products by naming a model number and
manufacturer.
Standard Quality:
a. Where products are specified by naming model number(s) and manufacturer(s)
only, the named products establish a standard of quality.
b. Where products are specified by Description or Reference Standard and by naming
model number(s) and manufacturer{s), the named produc(s) together with the de-
scription or reference standard establishes a standard of quality,
B.Listed or Named Manufacturers:
Manufacturers listed or named in a product or system specification are those manufactur-
ers considered capable of manufacturing products conforming to the specification re-
quirements.
The "listing" or "naming" of a manufacturer does not imply "acceptance" or "approval"
of any standard product of that manufacturer.
Products of listed or named manufacturers proposed for use shall be comparable to or the
same in all respects to specified make or model number designation of named products
and shall meet or exceed specification requirements.
Product Options
Products specified only by Refercnce Standards or only by Description: any product
meeting those standards or descripions, by any manufabturer.
Products specified by narning several products or manufacturers: any prcduct and manu-
facturer named.
Products speci{ied by naming only one product and manufacturer: no option, unless a
substitution is accepted. Submit a Request for Substitution for any product or manufac-
turer not specifically nanr;d. Substitutions will only be considered if Construction Man-
ager can adequately prove to Architect that the substitution's specification meets or ex-
ceeds specified product. Cost savings or schedule benefits must also be identified. Any
zubstitution request that does not include this information will be rejected.
Products specified by naming one or more products and listing or naming other manu-
facturers: Select any nanred product or a product of a listed or nanpd manufacturer
which meets specification requirements and standard of quality established by the
a. Contract Docurnents are based on use of "narned" base products.
VAIL VALLEY MEDICAL CENTER
DE M OUTI ON AND STRACTURAL F RAM E
ConsfrTrction Docaments
9luly 2MI
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SECTION 0|600 PRODACT REQAIREMENTS
Proposed products of listed or named manufacturers that do not rneet the specifi
cation requirements of the "named" base product(s) will not be considered unless a
Request for Substitution ofthe proposed product has been accepted by Architect in
accordance with requirements of Contract Documents.
By using a product other than the "named" base product, Contractor represents that
he will be responsible for adjustments to fit product to Work and for providing ad-
ditional work, equipment, and services required by use of product, at no additional
cost.
b.
5. Products specified by Description, Reference Standard and naming several products or
manufacturers: Any product and manufacturer named meeting those descriptions, stan-
dards and specification requirements. Submit a Request for Substitution for any product
or manufacturer not specifically named.6. If colors, patterns and textures of a "named" product are specified, Architect reserves
right to require substitution products or products of a named manufacturer other than
"named" product to match color, pattern and texture of specified "named" product.7. Visual Matching Specification: Where Specifications require matching an established
Sample, furnish a product (and manufacturer) that complies with requirements and
matches Architect's sample. Architect's decision will be final on whether a proposed
product matches satisfactorily.8. Visual Selection Specification: Where Specifications include the phrase "as selected
from manufactur€r's colors, patterns, textures" or a similar phrase, furnish a product (and
manufacturer) that cornplies with other specified requirements.
a. Standard Range: Where Specifications include the phrase "standard range of col-
ors, pattems, textur€s" or similar phrase, Architect will select color, pattem, or
texture from manufacturer's product line that does not include premium items.
b. Full Range: Where Specifications include the phrase "frrll range of colors, pat-
terns, textures" or similar phrase, Architect will select color, pattem, or texture
from manufacturer's product line that includes both standard and premium items.
9. Custom Color Specification: Where Specifications include the phrase "custom color and
pattern", fumish a product that complies with other specified requirements and marches
Architect's custom color and pattem.
D. SubstitutionsPeriod
1. Substitution requests will only be considered during the bidding phase.
E. Substitutions After Execution of Contracr
l. No substitution will be considered after execution of Contract except for non-availabilitv
of specified item due to:
a. Strikes
b. Lockouts
c. Bankruptcy
d. Discontinuedproduction.
VN L VALLEY M EDI CAL C E NTER
DEMOLITION AND STRACTARAL FNAME
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SECTION OL6OO
6.
7.
8.
9.
PRODACT REQUIREMENTS
e. Proven shortage.
f. Similar occurrences.
Notify Architect, in writing, with substantiating data as soon as non-availability becomes
apParent.
Describe why product is not available.
Describe any cost changes.
Notify in time to avoid delay in construction, or if a delay is incurred identify the associ-
ated delay.
Forward submittal data as required for Requests for Substitutions.
Substitute products shall not be ordered or instalted without written acceptance.
Architect will determine acceptability of substitutions with consent of Owner.
Accepted substitutions shall be in accordance with a Change Order.
F.Requests for Substitutions:
Submit a separate request for each substitution. Document each request with complete
data substantiating compliance of proposed substitution with requirenrcnts of Contract
Documents.
Identify product by Specification Section and Article numbers. Provide manufacturer's
name and address, rade narne, and model or catalog number.
List product description, pedormance and test data and applicable reference standards,
List name and address of similar projeas on which product was used and date of installa-
tion.
Give itemized comparison of qualities of proposed substitution with specified product.
State changes required in other elements of Work because of substitution.
State effect on construction schedute.
List availability of maintenance service, and source of replacenrent materials.
Give cost data comparing proposed substitution with specified product, and amount of
net change to Contract Sum.
G. Contractor's Representation: Request for substitution constitutes a representation that
Contractor.
l. Has investigated proposed product and determined that it is equal to or superior in all re-
spects to specified product.
2. Will provide same warranties for substitution as for product specified.3. Will coordinate installation of accepted substitution into Work, and make such other
changes as may be required for Work to be complete in all respects.4. Waives all claims for additional costs, under his responsibility, related to substitution
which subsequently becomes apparent.
1.7 SI.]BSTTTUTIONSUBMITTALPROCEDI.]RES
A. Submit 3 copies of each Request for Substitution.
B. Architect will review Contractor's requests for substihrtions with reasonable promptness.
UN L VALLEY M EDICAL CENTER
DEMOUNON AND STRACTUML FNE UE
Constntction Documents
9 JuIy 2001
HLM 9&N7I.U 01600-5
I s*crroNot'oo
I C. During Bidding, Architect will record acceptable substitutions in Addenda.
D. Form of Acceptance:
a l. Bidding: Request for Substitution Fonn and Addenda.
I pART3-HGcurroN(NorAppr.JcABLE)
I Er{D oF sEcrroN ol6oo
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2. After Execution of Contract: Request for Subsritution Form and Change Order if appli-
cable.
E. For accepted products, submit Shop Drawings, Product Data, and Samples in accordance with
Section 01330.
PART2 -PRODUCTS (NOT APPLICABLE)
PRODUCT REQUIREMENTS
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HIf,I{ 98N71.04 VNLUALLEY MEDICALCENTER
DEMOI.ITION AND STRACTUNAL FMME
Co nstruction Doc uments
I luly zMI
016W-6
r sEcTloNqr7^q EXECATIONREQAIREMENTS
I SECTION 01700 - EXECUTION REQIJIREMENTS
I PARTI -GENERAL
I
I.1 ST]MMARY
I A, Examination and preparation.
I B. Field Engineering
I C. Starting and Adjusting.
I D. Conection of the Work.
E. hotection.
I I.2 RELATED SECTIONS
I A. General Conditions - Paragraph 3.2.1.
I B. Cutting and Patching - Section 01731.
I
PART2 -PRODUCTS (NOT APPLICABLE)
- PART3-EXECUTIoN
I
I 3.1 EXAMTNATTON
I A. Existing Conditions and Utilities: The existence and location of site improvements, under-
I ground and other utilities and construction indicated as existing are not guaranteed.
l. Before beginning work, investigate and verify the existence and location of underground
I utilities, mechanicA and electrical systems and other construction affecting the Work.r 2. Before construction, verify the location and points of connection of utility services.
I B. Unknown Utilities hocedures
I
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ffiffI"
and uncharted utilities arc encountered during excavation, promptly notify
I 2- If it is determined that such utility line has been abandoned, properly cap line at a depth
approved by Architect orremove line if dirccted by Architect.
f 3. If such unknown utilities are encountered and work is continued so as to damage discov-
I ered utilities, Contractor shall repair damage at no cost to Owner.
4. Changes required in Work due to discovery of unknown, underground utilities or ob.
structions will be compensated for in accordance with provisions of the Conditions of the
I Contract.
HLM 98U71.04 VAILVALLEY MEDICALCENTER OI7ML
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SECTION O|7OO
Acceptance of Conditions: Examine substrates,
quirements for installation tolerances and other
Architect those non-complying conditions that
work.
EXECATTON REQA I RE M ENTS
areas, and conditions, for compliance with re-
conditions affecting performance. Report to
can not be corrected by normal preparatory
PREPARATION
Existing Utility hrformation: Furnish information to local utility that is necessary to adjust,
move, or relocate existing utility structures, utility poles, lines, services, or other utility appurte-
nances located in or affected by construction.
Existing Utility Intemrptions: Do not interrupt utilities serving facilities occupied by Owner or
others unless permitted under the following conditions and then only after arranging to provide
temporary utility services according to requirements indicated.
l. Notify Owner not less than l0 working days in advance of proposed utility intemrptions.2. Do not proceed with utility inremrptions without Owner's written permission,
Field Measurements: Take field measurements as requircd to fit the work properly. Recheck
measurements before installing each product. Where portions of the Work are indicated to fit to
other construction, verify dimensions of other construction by field measurenrents before fabri-
cation. Coordinate fabrication schedule with construction progress to avoid delaying the Work.
FIELDENGINEERING
Requirements Included
l. Verifying existing grades, utilities and site appurtenances indicated on Drawings.2. Establishing and maintaining bench marks and reference lines3. Laying out buildings and appurrenances.4. Layrng out site improvenrcnts.
5. Final property survey.
Quality Criteria
1. Surveyor: Contractor shall engage a registered land surveyor registered in the State in
which Project is located, acceptable to Owner, to provide field engineering services, or2. Field Engineer: Provide a trained field engineer capable ofproviding specified field en-
gineering services.
3. Initial services shall include the following:
a. Establish permanent bench marks outside building lines. Establish and maintain
two bench marks, located on the project site, as widely separated as possible.b. Verify locations and levels ofadjacentbuildings and appurtenances.c. Verifybatterboardsatbuildingcorners.
VN L UAILEY M EDI CAL C ENTER
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SECTION 01700 EXECATI ON RESAIREMENTS
d. Verify utility locations, including new construction and existing active and inactive
utilities prior to construction. Verify location and invert elevation at points of con-
nection of sanitary sewer, storm sewer and water service piping.e. Verify outside building lines to ensure conect position of buildings and appurte-
nances on project site. Make required surveys to fix and verify foundation loca-
tions and elevations, column centerlines, walls, pits and trenches.f. Locate and lay out site improvements, including pavements, stakes for grading, fill
and topsoil placement, utility slopes and invert elevations.
During construction, periodically check layouts, equipment locations, lines, levels and
grades.
After foundations are complete, provide a verification survey indicating location of exte-
rior walls and elevations of tops of footings.
Final Property Survey: Prepare a final property survey indicating signifrcant features
(real property) of the Work. Include on survey a certification, signed by surveyor, to ef-
fect that principal lines and levels of project are accurately positioned as shown on sur-
vey'
STARTING ANDADJUSTING
Start equipment and operating components to confirm proper operation. Remove malfunction-
ing units, replace with new units, and retest.
B. Adjust operating components for proper operation without binding. Adjust equipment for
proper operation.
Test each piece of equipment to verify proper operation. Test and adjust controls and safeties.
Replace damaged and malfunctioning controls and equipment
CORRECTION OF TTIE WORK
Repair or remove and replace defective construction. R€store damaged substrates and finishes.
Comply with requircments in Section 01731 - Cutting and Patching
1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up
with marching materials, and properly adjusting operating equiprrent.
Restore permanent facilities used during construction to their original or specifred condition.
Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired
without visible evidence of repair.
PROTBCTION
VNL UALLEY MEDICAL CENTER
DE M OUTI ON AND STRA CTARAL F NAM E
Construction DocamcnE
9 JuIy 2lNI
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SECTION OI7OO EXECUTIO N REQA I REMENTS
A. Maintain bench marks, monuments and other reference points, if disturbed or destroyed, replace
as directed.
B. Protect existing adjacent streets, paving, curbs, and buildings.
C. Protect existing on-site facilities and features, including utility lines, grading, paving and land-
scaping.
D' After materials, equipment and machinery are installed, properly protect Work to prevent dam-
age from subsequent opemtions. Remove protections when no longer needed, prior to comple-
tion of Work.
E. Provide coverings to protect finished surfaces from damage.
l. Cover projections, wall corners, and jambs, sills and soffits of openings subject to dam-
age by subsequent work.2. Protect finished floors and stairs from dirt and damage.
F. hohibit use of waterproofed and roofed surfaces for construction traffic and storage of materi-
als.
G. Keep building entirely waterproof at all times after roof is completed.
H. Damage to existing facilities and site improvements resulting from construction operations shall
be repaired by Contractor without cost to Owner.
.END OF SECTION OITOO
VAIL UALIBY M EDICAL CENTER
DEM OU TI ON AND STRA CTA RAL F RAM E
Constuction Documene
eJw2Ml
HIJJTgS(N7LA 0170G4
I SECTION01731 CaTTTNGANDPATCHTNG
I sEcrIoN 0lz3r - currlNc AND pATcHTNGI
I PARTI-cENERALr
I 1.1 SUMMARY
I A. Procedural requirements for cutting and patching.
- L2 RELATEDSECTIoNS
I A, General Conditions - Paragraphs 3.14 and 12.1.I
B. Firestopping for patching fire-rated construction - Section 784t
I C. Sections for specific requirements and limitations applicable to cutting and patching individual
parts of the Work; Specification section for that work.
r.3 scoPE
I A. Execute cutting including excavating, fitting and patching required to complete Work or to:
1. Make several pans fit properly.
I 2. Uncover portions of Work to provide for installation of out of sequence Work.t 3. Remove and replace defective work.4, Remove and replace work not conforming to requirements of Contract Documents.
I 5. Remove samples of installed work as specified for testing.
I 6. Provide penetrations of non-stnrctural surfaces for installation of piping and conduit.
I B. In addition to other confrct requirements, upon written instructions of Architect:I
'' l. Uncover work to provide for Architect observation of covered work.
I 2. Remove samples of installed materials for testing.
I 3. Remove work to provide for alteration of completed work.
C. Do not cut into or cut awav structural rnembers nor excavate beneath foundations or load bear-
I ing structures without notification, and approval from Architect.I
D, Do not cut into or cut away masonry elements or stnrctures without notification, and approval
I from Architect.
I E. Obtain written permission of separate contr,actor whose work will be affected by proposed cut-
I tingandpatching.
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1.4 SIJBMITTAIS
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HLM 98M71.04 UNLUALLEY MEDICALCENTER OT73T.1
DEMOLXTION AND STRACTARAL FRAME
I Cowtruction Documents
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I SECTIONq|T3I surrrNcANDpATcHINc
I A. Submit written notice to Architect a minimum of l0 working days in advance of executing cut-r ting which affects:
I l. Work of Owner or any separate contractor.I 2-
:ffi,ffLtffi*ty of Work, cutting concrete and steel structuid members, cutting ma-
I 3. Integrity of weather exposed or moisture resistant elements.
f| 4. Efficiency, operation or maintenance of operational equipment.5. Visual qualities of sight-exposed elements.
I
I B. Request shall include:
I l. Identification of hoject, description of affected work, necessity for cutting, effect on
I other Wo*, effect on structural integrity of project, description of proposed work. Des-
r i i#;T:1*"T11i""'
I i. rffi:1#i"",#"!.beused'
I e. Proposed schedule for cutting and parching.
11 2. Alternatives to cutting and patching.
- C. Should conditions of Work, or schedule, indicate change of materials or methods, submit writ-
ten recommendation to Architect, including:
I l. Conditions indicatingchange.2. Recomnrendations for alternative rnaterials or nrethods.
I 3. Submittats as required for substitutions as specified in Section 01600.
D. Submit written notice 10 working days in advance to Architect designaring time work will beI uncovered to provide for observation requested by Architect or t"gulatory agency ofjurisdic-f tion.
I PARTz-PRODUCTS
I 2J MATERT.ALsI
A' For replacement of work removed, comply with Specifications for each specific product in-I volved.r
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DEM OLTNON AND STRACTANAL FMME
Cotrfruction Docamenfi
9lab 2(MI
01731-2
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I A. Examine existing conditions of Work, including elements subject to movement or damage dur-r ing cutting and patching, and during excavation and backfilling.
I B. After uncovering work, examine conditions affecting installation of new products, or perform-I ance of work.
I C. Do not Proceed until unsatisfactory conditions have been corrected.
I
r 3.2 PREPARATION
Ir A. Provide temporary shoring, bracing and support to maintain structutal integrity of affecrcd por-
tion of Work.
It B. hovide protection for other portions of Work.
I C. Provide protection from elements for portion of lVork which may be exposed by cutting andI patching, and maintain excavations free of water.
I 3.3 PERFORMANCE
I A. Execute fitting and adjustment of products to provide finished installation to comply with speci-
t fied products, frmctions, tolerances and finishes.
r B. Execute cuning by methods which will prevent damage to other work and will provide proper
t surfaces to receive installation of repairs and new work.
l. Neatly cut and remove materials, and prepare openings to receive new work.
I 2. Remove nx$onry or concrete in small-sections.-
f 3. Provide shoring, bracing, and other supports to prevsnt movement, settlement, or collapse
of remaining or adjacent wall areas, structure, or facilities.
fl 4. Arrange shoring, bracing, and supports to prevent overloading of structure.r C. Execute excavating and baclfilling by rnethods which will prevent damage to otber work and
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will prevent settlement.
r D. Restore work which has been cut or removed; install new prcducts to provide completed Work
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in accord with requircments of Contract Documents.
I E. Refinish sight-exposed surfaces to provide specified uniform finish to match adjacent finishes.
I l. Continuous Surfaces: To nearcst intersections.
fl 2. Assembly: Entire refinishing.
I F. Fit work airtight to pipes, sleeves, ducts, conduit and other penetrations through surfaces.
I G. At penetrations of fire-rated construction, completely seal voids with fir€stopping materials in
- accordance with Section 07841.
I HI.II980071.A VAILUAITEY MEDICALCENTDR 01731.3
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9 JuIy 2(M1
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I 3.4 cLEANUn
CUTTING AND PATCHING
A. Remove debris, rubbish, and materials resulting from cutting and patching operations.
I B. Transport materials and legally dispose of off site.
END OF SECTION 01731
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HLM 9SM71.M VAILUALLEY MEDICALCENTER 017314
DEMOUTION AND STRUCN]RAL FRAME
Constuction DocunenE
9 faly 2MlI
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I SECTION01770 00NTRACTCLOSEOUT?ROCEDURES
I SECTION 01770 - CONTRACT CLOSEOUT PROCEDURES
I PARTI-cENERALI
I 1.r sr.rMMARy
A. Comply with requirements stated in Conditions of the Contract and in Specifications for
I administrative procedures in closing out the Work.r
I 1.2 RELATED SECTIONS
r A. Fiscal provisions, legal submittals and additional administrative requirements - Conditions of
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the Contract.
t B. Partial Owner Occupancy - Section 01100.
I C. Allowances - Section 01210.I
D. Contract Closeout Submittals - Section 1780.
I E. Operation and Maintenance Materials - Section 01285.
I F. Warranties, bonds and closeout submittals required for specific products or work - Respective
I Specification Sections forthat work.
I 1.3 suBsrANTtALcoMPLETroNI
A. When Contractor considers Work is substantially complete, he shall submit to Architect:
t l. A written notice that Work, or designated portion thereof, is substantially complete.2. A list of items to be completed or corrercted prior to final paynrent, the value of items on
I the list, and reasons why the Work is not cornplete.
I 3. Evidence of compliance with requirements of governing authorities.
r B. Within 5 working days after receipt of such notice, Architect will either make an inspection to
t determine stants of completion or notify Contractor of unfulfilled rcquirements.
C. Should Architect determine that Work is not substantially complete.
I l. Architect will promptly notify Cortractor in writing, giving reasons therefore.2. Contractor shall remedy deficiencies in Work, and send second written notice of substan-
I tial completion to Archit€ct.
I 3. Architect will re-inspect Work.
I D. When Architect and Owner concur that Work, or designated portion thereof, is substantially
I complete:
HLM gEOO7I.U VAILVALLEY MEDICALCENTER OI77h1
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SECTION 01770 CO NTRACT CLOSEOAT PROCEDARES
Architect will:
^. Sign a Certificate of Substantial Completion on AIA Form G704 prepared by the
Construction Manager, accompanied by Contractor's list of items to be completed
or corrected, as verified and amended by Architect.b. Submit Certificate to Owner and Contractor for their written acceptance of respon-
sibilities assigned to rhem in the Certificate.
Contractor shall:
a, Make final changeover of permanent locks, and deliver keys and one copy of key-
ing schedule to Owner. Advise Owner's personnel of changeover in security provi-
sions.
b. Submit Project Record Documents, Operating and Maintenance Data, and Warran-
ties and Certificates as specified.c. Schedule Facility Start-Up demonstrates and instructions with Owner's personnel
as specified.d. Remove temporary facilities from Project site, along with mockups, construction
tools, and similar elements.e. Prcpare a Certificate of Substantial Completion on AIA Form G704.
1.4 FINALCOMPLETION
A. When Contractor considers Work is complete, he shall:
l. Make final changeover of pennanent locks, and deliver keys and one copy ofkeying2. schedule to Owner. Advise Owner's personnel of changeover in security provisions.3. Submit Project Record Documents, Operating and Maintenance Data and Warranties and
Certificates as specified.4. Schedule Facility Start-Up demonstrations and instructions with Owner's personnel as
specified,
5. Remove temporary facilities from Project site, along with mockups, construction tools,
and similar elenrents.
6. Submit written certifications of systems and testing/balancing final reports.7. Submit written cerrification that:
a. Contract Documents have been reviewed.b. Wort has been inspected for compliance with Contract Docurnents.c. Work has been completed in accordance with Contract Docurnents.d. Submit copy of Substantial Completion "Punch List" as prepared by Architect, with
indication of each item that Contractor has completed or otherwise resolved for ac-
ceptance.
e. Equipment and systems have been tested or demonstrated in tbe presence of
Owner's representative and are operational.f. Work is completed and ready for final inspection.
B. Architect will either make an inspection to verify status of completion with reasonable
Promptness after receip of such certification or notify Contractor of unfulfilled requirenpnts.
UAI L VAITW M EDI CAL C ENT ER
DE MO UTI ON AND STRA CTARAL F MM E
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r SECTIONO|TTO CONTRACTCLOSEOUTPROCEDURES
I C. Should Arcbitect consider that Work is incomplete or defective:
r 1. Architect will promptly notify Contractor in writing, listing incomplete or defective
work.r 2, Confactor shall take immediate steps to remedy stated deficiencies and send a second
written certification to Architect that Work is complete.
I 3. Architect will reinspect the Work.I
r I.5 FINALAPPLICATIONFORPAYMENT
I A. After Architect finds that Work is acceptable and after closeout submittals have been received,
I Contractor shall prepare final Adjustment of Accounts and final Application for Payment as
specified, and submit in accordance with procedures and requirements stated in the Conditions
I of the Contract.r
- PART2-PRODUCTS (NOTAPPLICABLE)
I
PART 3 - E)(ECUTION (NOT APPLICABLE)
END OFSECTION OI77O
HLM 9M071.U UAILVAITET MEDICALCENTER
DEMOUNON AND STRACTARAL FRAME
Co nstruction Docarnerrts
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SECTION OT78O CONTRACT C LOSEOAT SU BMITTAI.S
SECTION OI78O - CONTRACT CLOSEOUT SUBMITTALS
PART I -GENERAL
I.I STJMMARY
A, Project Record Documents.
B. Subcontractors and Suppliers List.
C. Operating and Maintenance Manuals.
l Manual of equipment and systems.2. Manual of products, materials and finishes.
D' Warranties and Certificates; including evidence of compliance with requirements of governing
authorities.
E. Evidence of Payment and Release of Liens.
F. Final Adjustment of Accounts.
G. Final Application for Payment
1,2 RELATED SECTIONS
A. Conditions of the Contract - paragraph 3.1 I .
B. Demonstration of equipment and systems - Section 01750.
C. Contract Closeout Procedures - Section 01720.
D. Spare Parts and Maintenance Materials - Section 017g5.
E. hoduct maintenance information required for specific products, materials, and finishes;
Respective Specification for each product, material and finish.
1.3 PROJECTRECORDDOCI.JMENTS
A, Maintenance of Record Documents:
l. Store Record Documents in field office, apart from other documents used for construc-
tion. Provide files and racks for storage of Record Documents.2. Do not use Record Docurrents for construction purposes.3. Label each document, *PRoJEcr REcoRD" in twoinch-high printed letters.
VAIL VALLEY MEDI CAL CENTER
DEMOUTION AND STRACTARAL FMME
Constttctbn Documents
9 JrdY 2001
HLM980U1-A 01780-1
a.
b.
c.
d.
B.
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SECTION 01780 CONTRACT C I,OSEOAT SA BMITTALS
B. Recording:
L Keep Record Documents current with construction progress.2. Do not conceal any work until required information is iecorded.3. Record information on a set of Record Drawings and project Manual.4. Record Drawings: Legibly mark to record actual construction:
Field changes of dimension and details.
Architect's Supplemental lnstructions
Cbanges made by Change Order or modifications.
Details not on original Drawings.
5. Record Specifications and Addenda: Legibly mark each secrion to record:
a. Manufacturer, trade name, catalog number of each product and item of equipment
actually installed, particularly optional items and substitution items.b. Changes made by Addenda, Change Order or modification.c. Compliance: Compliance with the maintenance and recording requirements shall
be and remain the sole responsibility of the Contractor. With submission of the re-
cord documents Contractor shall provide Owner and Architect witb a wrinen certi-
fication that such documents comply with this Section and that Architect and
Owner are entitled to rcly upon such completeness and certification.
SUBCONTRACTORS AND SUPPLIERS LIST
Provide a complete list of names, addresses and telephone numbers of all subcontractors and
zuppliers employed on the work. List portions of the work performed by each entity.
FORM AND CONTENT OF MANUALS
Assemble operating and maintenance manuals, and warranties and certificates in three-ring
binders.
Format:
1. Size: 8-l/2 in. x l1 in., fold larger sheets to fit into binders.2. Indexing: Tabbed fly-leaf for each separate product or sysrem.3. Identification: Each binder cover and spine identified with title of manual, subject matter
of contents and project title.
C. Binders: Commercial quality, 3-ring, with durable and cleanable clear plastic sleeves on spine
to hold label describing contents.
D. Table of Contents: Provide for each volume, arranged in a systematic order.
l. Contractor, name of responsible principal, address and telephone number.2. A list of each product required to be included, indexed to content of volume.
UAI L VALLEY M EDI CAL CENTER
DEMOI.ITION AND STRACTURAL FRAME
Constructian Documcnts
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I sEcrIoNorTEo CONTMCT CLOSEOAT SA BMITTAIS
I 3. List, with each product, name, address and telephone number of subcontractor or installer
and local source of supply for parts and replacement.
1; 4. Identify each product by product name and other identifying symbols as set forth in Con-
I tract Documenrs.
E, Product Data:
I l. hclude only those sheets which are pertinent to specific product.2. Annotate each sheet to clearly identify specific product or part insralled and data applica-
f ble to installation.
F. Drawinss:
I l. a-o*n-.n Product Data with drawings as n@essary to clearly illustrate relations of
component parts of equignent and systems and control and flow diagrams.
f| 2. Coordinate drawings with information in Project Record Documents to assure correct il-
I lustration of completed installation.3. Do not use Project Record Documents as rnaintenance drawings.
I G. Written Text: provide as required to supplement Product Data for particular installation,
organized in a consistent format and in logical sequence of instructions for each procedure.
I H. Warranties and Service Contracts: Include copy of each warranty issued and of each serviceI contract issued.
I I.6 MANUALFOREQUIPMENTAND SYSTEMS
I A. Content, for each unit of equipment and systenr, as appropriate:
r l Description ofunit and component pans.
r f, i:;:H?"::ffi:r#J1ffiff'*T',31u*,ingconditions
c. Complete nomenclature and commercial number of replaceable parts.
l| 2. OperatingProcedures:
I a. Start-up, break-in, routine and normal operating instructions.
I b. Regulation, control, stopping, shutdown and emergency instructions.c. Summer and winter operating instructions.d. Special operating instructions.
- 3. Maintenance hocedures:
r i: Hilffi1ff::tiffiooting,,
c. Disassembly, repair and reassembly.
I d, Alignment, adjusting and checking.
HIJII 98ffi71.04 VNLUALLEY MEDICALCENTER 01780.3
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SECTION 01780 CONTRACT CLOS EOUT SU BM ITTAI-S
4. Servicing and lubrication schedule.5. Manufacturer's printed operating and maintenance instructions.6. Description of sequence of operation by control manufacturer.
7 ' Original manufacturer's parts list, illustrations, assembly drawings and diagrams required
for maintenance.
As-installed control diagrams by controls manufacturer.
Each contractor's coordination drawings including as-installed color coded piping dia-
grams.
Charts of valve tag numbers, with location and function of each valve.
List of original manufacturer's spare parts, manufacturer's current prices, and recom-
mended quantities to be maintained in storage.12. Include testing and balancing repora.13. Other data as required under pertinent sections of specifications.
B. Content, for each electric and electronic system, as appropriate.
l. Description of sysrcm and component parts.
a, Function, normal operating characteristics, and limiting conditions.b. Performance curves, engineering data and tests.c. Complete norpnclature and commercial number of replaceable parts.
2. Circuit directories of panelboards.
a. Electrical service.b. Controls.
c. Communications
3. As-installed color coded wiring diagrams.
4. OperatingProcedures:
Routing and normal operating instructions.
Sequences required.
Special operating instructions.
5. MaintenanceProcedwes:
a. Routine operations.b. Guideto'trouble-shooting".
c. Disassembly, repair and reassembly.d. Adjustment and checking.
6. Manufacturer's printed operating and maintenance instuctions.
7. List of original manufacturer's spare parts, manufacturer's current prices, and recom-
mended quantities to be maintained in storage.
8. Other data as required under pertinent sections of specifications.
VAIL VALLEY MEDICAL CENTER
DEMO UTI ON AND STRA CTA ML F RAME
Construction Documcnts
9luly 2NI
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SECTION OITEO
Additional requirements for operating
Specifications.
CONTMCT CLOSEOUT SU BMITTALS
and maintenance data: Respective sections of
MANUAL FOR PRODUCT MAINTENANCE
Content: Maintenance data for each building product, applied material and finish used on
project.
Building Products, Applied Materials, and Finishes: Include product data, with catalog number,
size, composition, and color and texture designations. Provide information for re-ordering
custom manufactured products.
Instructions for Care and Maintenance: lnclude manufacturer's recommendations for cleaning
agents and methods, precautions against detrimental agents and methods, and recomrnended
schedule for cleaning and maintenance.
Moisture-Protection and Weather-Exposed Products: lnclude product data listing applicable
reference standards, chemical composition, and details of installation. Provide
recommendations for inspections, rnaintenance, and repair.
Additional Requirements: As specified in individual Specifications sections.
WARRANTIES AND CERTIFICATES
Compile specified waranties and certificates of compliance,
Review to verify compliance with Contract Documents.
Warranties shall be written in the name of the Owner.
Assemble wuranties and certificates executed by each of respective manufacturers, suppliers
and subcontractors.
Number of original signed copies required: 2 each.
Table of Contents: Neatly typed, using Table of Contents of hoject Manual as format.
Provide complete information for each item.
l. Name and location of project.
2. Name and address of Contractor.
3. Product, equiprnent or system.
4. Finn, with name of principal, address and telepbone number.
5. Scope.
6. Date ofbeginning and duration ofwarranty.
7. Provide information for Owner's personnel:
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I a. Proper procedure in case of failure.b. Instances which might affect validity of warranty.
I H. Prior to final payment, submit following certificares:
- I . Certificate of Insurance for Products and Completed Operations.
I 2.
:rT:X.,il:,
or other written evidence of compliance with requirements of governing
a. CertificateofOccupancy.
I b. Certificates oflnspection
I ) Conveying systems.
I 2) Mechanical systems.3) Electrical systems.4) Fire protection system.r :l 5::",$ffi;',ix:7) Others where required by Specifications.
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1.9 SI.JBMITTALS
I A. Manuals:
I l. Submit two copies of proposed format and outline of rnaauals at least 3O days prior to
I Substantial Completion. Architect will retum with comments.2- For equipment, or component parts of equipment put into service during construction and
I operated by Owner, submit documents within l0 days after acceptance of designated
I portions of the Work.
3. Submit 2 copies of data manuals in final form with 30 days prior to Substantial Comple-
tion.t 4. Architect will review manuals for completeness of contents.
a. Manuals will be retumed with comnrents for revisions, if necessary.I b, Conect, modify or complete manuals to comply with Architect's comments.c. Submit2copiesof eachcorrectedmanualwithin l5workingdaysof receiptof Ar-
chitect's corrunents.
I B. Project Record Documents:
I l. At Contract closeout, deliver one copy of Record Documents to Architect for Owner.- 2. Accompany submittal with Certifrciie of Compliance and transmittat lener in duplicate,
containing: date, project title and number, Contractor's name and address, title and num-
I ber of each Record Docunent and signature of Contractor or his authorized representa-
tive.
VAI L VALLEY MEDICAL CENTER
DE M OUN ON AN D STRA CTABAL F RAM E
Constru.ction Docume nls
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I SECTION OL7EO CONTNN.CT CLOSEOUT SABMITTAIS
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I 1.10 EVIDENCE OFPAYMENTS, AND RELEASE OFLIENS
r A. Contracror's Affidavit of Payment of Debts and Claims: AIA G706.
Ir B. Conrractor's Affidavit of Release of Liens: AIA G?06A, with:
I l. Consent of Surety to Final payments: AIA G?02.r 2. Contractor's release of waiver of liens.3. Separate releases of waivers or liens for subcontractors, suppliers, and others with lien
rights against property of Owner, together with list of those parties.I
C. Submittals shall be duty executed before delivery to Owner.
I D. Number of original signed copies required; 2 each.
I 1.11 FINALADJUSTMENTOFACCOLJNTSI
A. Submit final statement of accounting to Architect.
I B. Statement shall reflect all a_djustments.
I l. Original Connact Sum.
I 2. Additions and Deductions resulting from:
a, hevious Change Orders.
I b. Allowances.
c. Unit Prices.
I d. Deductions for uncorrected Work.t i i?H'ff:trf":il:fi1*damagesg. Deductions for Reinspection payments or fees.
I h, Other adjustments.
3. Total Contract Surn, as adjusted,
I 4. Previouspayments.
I 5. Sum remaining due.6. Construction Manager will prepare final Change Order, reflecting approved adjustments
to Contract Sum not previously rnade by Change Orders.
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r A. Submit final application in accordance with requirements of Conditions of the Contract.
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DEMOUTION AND STRACTARAL FRAME
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DEMOUTION AND STRACTARAL FRAME
Cowtttction Docwnanb
9lult 2NI
I SECTION 01785 aPERATIoN AND MNNTENANSE MATBRIAL
I SECTTON 0178s - OPEMTTON AND MATNTENANCE MATERIAL
I PARrr -.ENERAL
I r.r suMMARYI
A. Procedures for storage, handling, and delivery of spare parts and maintenance materials.
I 1.2 RELATED SECTIONS
I A. Material Storage - Section 0t600.
r B. Contract Closeout Procedures - Section 01770.
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I.3 PRESENTATION OF STJBMITTALS
I A. Contract Closeout lnforrnation
I l. Spare Parts: To Owner with letter of transmittal.
I 2. Maintenance Materials: To Owner with letter of transmittal.3. Extra Materials: To Owner with leuer of transmittal.
I 4. Copies of Transmittals: To Architect.
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I 1,4 PRODUCTREQLIIRED
I A. Provide to Owner quantities of spare parts and tools, rnaintenance materials and extra material
as specified in individual Specification Sections.
t B. SparePartsandTools: Packageinclearlyidentifiedboxes.
I l. krdicate manufacturer's narne, part name and stock number.
I 2. Indicate piece of equipment for which part or tool is intended3. Indicate narne, address and phone number of closest supplier
I 4. Indicate specffication number.
I C. Maintenance Materials: Package in clearly identified boxes.
I l. Indicate trade name and stock number.r 2. Indicate for whicb item material is to be used.3- Indicate name, address and phone number of closest supplier.
I D. Extra Materials: Package in clearly identified containers, or install where indicated.
I l. Provide products identical to those installed in Work. Include quantities in original pur-
I chase from manufacturer to avoid variations in manufacnre.
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OPERATION AND MAINTENANCE MATERIAL
I t.s DELryERYI
A. Deliver to Owner at time of Substantial Completion unless Owner requests earlier delivery.
f B. Deliver to location on site as directed by Owner.
I C. Obtain receipt for delivered materials.
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END OF SECTION 01785
HLM 98OO7I.A UAILVALLEY MEDICAL CENTER
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SECTIONO33OO CONCRETEI
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SECTION O33OO - CONCRETE
I PART I -GENERAL
. I.O RELATEDDOCUMENTS
' A. Drawings and general provision of the Contract, including General and Supplementary Conditions and
Division I - Specification sections.
I
I.OI DESCRIPTIONr
I A. Work Included: Work consists of furnishing all labor, material, and equipment necessary for
completion of all concrete work including, but not necessarily limited to, the following:
t Formwork, complete with required shoring, bracing, and anchorage.
2. Reinforcing, complete with required support, spacers, and related accessories.
|l 3. Cast-in-place concrete including footings, pilasters, grade beams, walls, and slabs.
r 4. Finish and cure for slabs.
I B. Definitions: Air content, entrained air content: is volume of air found by subtracting tlre
entrapped air from the total air content.
r I.O2 QUALITYASSURANCE
I A. Requirements of Regulatory Agencies: The Work under this section shall be subject to all
! applicable provisions ofthe state and local building and safety codes.
I B. Reference Standards: Comply with following standards except where more stringent requirements
I are shown or srrecified:
I l. ACI 301-84,"SpecificationforStructuralConcreteforBuildings." ACI 304-2R,305,I 306, 308, 315 and 3lE Building Code Requirements for Reinforced Concrete.
fJ 2. Concrete Reinforcing Steel lnstitute (CRSI), "Manual of Standard Practice", 63 and 65.
I 3. ASTM c666 - standard Test Method for Resistance of concrete to Rapid Freezing and
I Thawing.
I 4. ACI I 17-90 -- Standard Tolerances for Concrete Construction and Materials; American
Concrete lnstitute; 1990.
ELM9&N7141 YAILVALLETMEI'ICALCEIVTER O33MI
DEMOLINON AND STRACTAML FMME
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CONCNETE
ACI 201.2R-92 - Guide to Durable Concrete; American Concrere Institute; 1992.
ACI 2l l.l-91 - Standard hactice for Selecting Proportions for Normal, Heavy weight,
and Mass Concrete; American Concrete Institute; 1991.
AcI 301-89 - specifications for structural concrete for Buildings; American concrete
Institute; 1989.
AcI 302.1R-89 - Guide for concrete Floor and Slab constructionl American concrete
Institute; 1989.
ACI 304R-89 - Guide for Measuring, Mixing, Transporting, and placing Concrete;
American Concrete lnstitute; 1989.
ACI 305R-91 - Hot Weather Concreting; American Concrete Institute; 1991.
ACI 308-92 -- Standard Practice for Curing Concrete.
ACI 3l 8-89 - Building Code Requirements for Reinforced Concrete; American
Concrete Institute; I 989.
ASTM A 184/A l84M-90 - standard specification for Fabricated Deformed steel Bar
Mats for Concrete Reinforcement; 1990.
ASTM A 185-90a - Standard Specification for Steel Welded Wire Fabric, plain, for
Concrete Reinforcement; 1990.
AsrM A 615-92 - Standard specification for Deformed and plain Billet-steel Bars for
Concrete Rein forcement; 1992.
ASTM A 7751A 775M-94a - Srandard Specification for Epoxy-Coarcd Reinforcing
Steel Bars; 1994.
ASTM C 3l -91 -- Standard Practice for Making and Curing Concret Test Specimens in
the Field; 1991.
ASTM C 33-92 -- Standard Specification for Concrete Aggregates; 1992.
ASTM C 39-93a -- Standard Test method for Compressive Strength ofCylindricat
Concrete Specimens; | 993.
ASTM C 42-90 - Standard Test method for Obtaining and Testing Drilled Cores and
Sawed Beams of Concrete; 1990,
ASTM C 94-92a -- Srandard Specification for Ready-Mixed Concrete; 1992.
ASTM C 150-94 - Standard Specification for Portland Cement; 1994.
UAILVALLEYMEDICALCENTER O33OL2
I'EMOLINON AND STNACTAML FNAME
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29.
30.
31.
CONCRETE
ASTM C l7l-92 -- Standard Specification for Sheet Materials for Curing Concrete;
1992.
ASTM C 172-90 -- Sandard Practice for Sampling Freshly Mixed Concrete; 1990.
ASTM C 173-78 -- Standard Test Method for Air Content of Freshly Mixed Concrete by
the Volumetric Method; 1978.
ASTM C 231-9lb -- Standard Test method for Ah Content of Freshlv Mixed Concrete
by the Pressure Method; l99l .
ASTM C 260-94 - Standard Specification for Air-Entraining Admixtures for Concrete;
t994.
ASTM C 494-92 -- Standard Specification for Chemical Admixtures for Concrete; 1992.
ASTM C 618-94a - Standard Specification for Coal Fly Ash and Raw or Calcined
Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete; 1994.
ASTM C 881-90 -- Standard Specification for Epoxy-Resin-Base Bonding Systems for
Concrete;1990.
ASTM C 1059-91 - Standard Specification for Latex Agents for Bonding Fresh to
Hardened Concrete; 1 99 1 .
ASTM D t75l-83 (91) -- Standard Specification for Preformed Expansion Joint Filler for
Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous
Types); 1983 (Reapproved l99l).
ASTM E I155-87 - Standard Test Method for Determining Floor Flatness and Levelness
Using the F-Number System; 19E7.
CRSI MSP- t -90 - Manual of Standard Practice; Concrete Reinforcing Steel lnstinrte;
1990.
Concrete Relnforcing Steel Institute (CRSI), "Manual of Standard practice,', 63 and 65.
1997 Uniform Building Code.
1997 Edition ofASTM C94 except as modified herein:
a. Section 5.1.3 strall be changed to read at the point of placement.
b. Section 7.2 shall be changed to rcad when sampled at Ore point ofplacement
shall not be below the specified minimun.
VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STRACTAML FNAME
Consnuaion Docamcnt
9 JULY200l
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SECTION O33OO
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CONCRETE
The Owner will ernploy an Independent Testing Laboratory to provide testing services specified
in Division l.
The Structural Engineer, and Independent Testing Laboratory shall be offered uninterrupted
access to the ready-mix batching plant at all times that the work is in progress.
E. Providc the Testing Agency with following:
l. Incidental labor required to facilitate testing.
2. Minimum one day's advance notice when concrete is to be placed.
3. Storage facilities for concrete test cylinders.
4. Materials, samples, and access to materials as required for testing.
5. Reimbursement of costs for testing and inspection resulting as a consequence ofthe
following:
a. Work not in compliance with the Contract Documents.b. Testing requested by Contractor or Subcontractor such as additional cylinders
for earlv breaks. etc.
c. Testing to veri$ the adequacy of work done, without prior notic€, without
proper supervision, or contrary to standard construction practice.
F. Desim Criteria:
l. Concrete: See General Notes on Stuctural Drawings and ACI 301, Chapter3.
2. Formwork Design: The Contractor shall assume all responsibility for the safety of the
formwork and shall provide all necessary desigt, construction, materials, and
maintenance to produce the required concrete work safely, Design all formwork to have
sufficient camber to maintain the tolerances specified. Srength shall be sufficient to
compensate for the weight ofthe fiesh concrete and a construction live load of50 psf
minimum.
G. The Contractor is responsible for the quality control, including workrnanship and materials
furnished by his subcontractors and suppliers.
l . Inspection or testing by the Owner does not relieve the Contractor of his responsibility to
perform the Work in accordance with the Contract Documents.
2. Workmanship: The Contractor is responsible for and shall bear the cost of correcting
concrete work which does not conform to tbe specified requirements including, but not
limited tq strergth, tolerances, and fmishes. Correct deficient concrrte b5r means
acceptable to the Architect and Structural Engineer to approve corrpctive work shall be
VATL YALLEY MEDICAL CENTER
DEMOLINON AND STRACruRAL FNAME
Construuion Docaman8
9 JULY 2001
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SECTION O33OO CONCRETE
bome by the Contractor.
H. Record of Work: A record shall be kep by the General Contractor listing the time and date of
placement of all concrete for the structure. Such record shall be kept until the completion ofthe
project and shall be available to the Architect and Sfiuctural Engineer for examination at any time.
All concrete batch tilp tickets will be collected and retained by the Contractor. Conffete batch
trip tickets shall contain information specified in ASTM C94, Paragraph entitled "Batch Ticket
Information," including items | 5.2.1 through 15.2.8. Batch rip ticket shall also show the total
amount ofwater in the mix as batched (including water present in the aggregate before batching)
and the amount of water required by the design mix proportions.
Upon completion ofthe project, copies ofthe record ofwork and batch tickets shall be provided
to the structural engineer.
I.O3 SUBMITTALS
A. All submittals in accordance with Division l.
B. Mix Designs:
l. Submit substantiating data for each concrete mix design contemplated for use to the
Architect not less than six weeks prior to first concrete placement. Data for each mix
shall, as a minimum, include the following:
a. Mix identification designation (unique for each mix submitted).
b. State of int€nded use for mix.
c. Mix proportions, including all admixtures used.
d. Manufacturer's data and/or certification verirying conformance of all mix
materials, including admixtures, with specified requirements.
e. Wet and dry unit weight.
f. Entrained air contgnt.
g. Design slump.
h. Required average strength qualification data per ACI 301 3.9.1 and 3.9.2.
Submit separate qualification data for each production facility which will supply
concrete to the project.
i. Average strength qualification data (trial mix data or field test data pcr ACI 301
3.9.3). When field test data is used to qualifl averagc strengtr, submit separate
qualification data for each production facility which will supply concrete to the
VAIL VALLEY MEDICAL CENTER
DEMOLINON AND STNACN]NAL FNAME
Con$ruaton DocumatE
9 JULY 2OOI
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CONCRETE
project.
j. Field test data submitted for qualification of average srength under ACI 301
3.9.1,3.9.2, and 3.9.3 shall include copies of the Conqete Testing Agency's
reports from which the data was compiled.
2. Separate design mixes are required for each strength and class of concrete, each change
in type and/or quantity of mix materials including admixtues, each change in slump
limits, and each change in ennained air content.
3. It is the sole responsibility ofthe contractor to adjust the mix designs to meet the
environmenul conditions and techniques of placement at the time and point of
placement. Mix designs presented herein are minimum quantities for ideal conditions.
Any variations in arnospheric, placing or curing conditions must be accounted for by the
contractor and his mix desiens.
C. Shop Drawings:
l. Submit shop drawings for fabrication, bending and placement of concrete reinforcement.
Comply with ACI Detailing Manual (SP 66). Provide l/4" scale elevations of all
components with reinforcing shown. Include special reinforcement required at openings
through concrete structune. Include all accessories specified and required to support
reinforcement. Obtain from General Confiactor location of p'roposed construction joints
and show them on the shop drawings. Reproduction of any component of the conmct
documents as a part of the slrop drawings is prohibited.
2. For slab joints, both control and constnrction. Include a sequence of placernents and a
schedule with the minimum time delay between each segment placement.
D. Product Data:
l. Submit product data with application and installation insfructions for pmprietary
materials and items including reinforcement and forming accessories, admixtures,.
patching compounds, epoxies, grouts, hardeners, sealer, and others as required by the
Architect.
2. Submit curing compound product data and verification of its compatibility with other
finish materials and surface treatments required.
E. Submit samples of concrete materials if requested by the Architect, including names, sources, and
descriptions.
F. Laboratory Test Reports: Submit laboratory test reports for concrete materials and mix design as
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I I.O4 HANDLING
I A. Concrete:
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DEMOLITION llND STRACTARAL FRAME
Construction Docua,ub
9 JULY 2001
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SECTION O33OO
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JOB CONDITIONS
A. Environmental Requirements:
PART 2. PRODUCTS
2,OO GENERAL
CONCRETE
Hauling Time: discharge all concrete transmitted in a truck mixer, agitator, or other
transponation device not later than I hour, or 200 revolutions of the drum after the
mixing water has been added, whichever is earliest.
Extra Water: Deliver concrete to the job in exact quantities required by the design nix.
No extra water shall be added.
l.Hot Weather Placernent: When depositing concrete in hot weather, follow
recommendations of AcI 305 as modified herein. The temDerature of consete at time of
placernent shall not exceed 90 degrees F. Protect to prevent rapid drying. Mixing water
may be chilled, or chopped ice may be used to contol tempera0re provided water
equivalent of ice is calculated to total amount of mixing water. Use of liquid ninogen to
cool concrete is Contractor's option. Start finishing and curing as soon as possible.
when the air temperature is expected to exceed 90 degrees F., the contractor shall obtain
acceptance from the Structural Engineer ofthe procedures to be used in protecting,
depositing, finishing, and curing the concrete. The specified water reducing retarding
admixture may be used upon acceptance of the Strucnrral Engineer for 24 houn after
depositing.
Cold Weather Placement: When deposition concrete after the first frost or when the
mean daily temperatures are below 40 degrees F., follow recommendations of ACI 306
as modified herein. Maintain concrete temperature at a minimum of 55 degrees F. for
sections having a minimum dimension of less than 12", or 50 degrees F. for sections
having a minimum dimension of 12" or greater, for not less than 72 hours after
depositing. The specified non-chloride accelerator or high-early suength Type III
cement may be used when accepted by the Structural Engineer. Do not place concrete
without approval of the Stuctural Engineer on days when temperature at 9:00 a.m. is
below 30 degrees F. Job-cured cylinders for verification of strength and/or the adequacy
ofthe contractor's protective methods, may be required by the Stuctural Engineer.
hotection: Protect all concrete from rain damage. Protect finished slabs from mortaf, leakag€
from pouring of concrete above. cover masonry walls, glazing, and other finish mat€rials with
polyethylene or otherwise protect from damage due to pouring ofconcrete.
A. All materials in accordance with ACI 301 unless amended or superseded by requirements of
following articles or General Notes on the structural drawings.
UAIL VALLEY MEDICAL CEIVTER
DEMOUTION AND STRACruRAL FMME
Consfruclion Doanrr'r//r,s
9 JULY 2001
HLM980071-A 033M-7
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SECTION 03300 CONCRETE
2.01 FORM MATERIALS AND SYSTEMS
Forms for Exposed Finish Concrete: Unless otherwise indicated, construct formwork for exposed
concrete surfaces with plywood, metal, metal-framed plywood faced or other acceptable panel-
type materials, to provide continuous, sFaight, smooth, exposed surfaces. Fumish in largest
practicable sizes to minimize number ofjoints and to conform to joint system shown on drawings.
Provide form material with sufficient thickness to withstand pressur€ of newly-placed concrete
without bow or deflection.
Forms for Unexposed Finish Concrete: Form concrete surfaces which will be unexposed in
finished structure with plywood, lumber, metal, or other acceptable material. Provide lumber
dressed on at least two edges and one side for right fit.
Form Coatings: Provide commercial formulation form-coating compounds that will not bond
with, stain, or adversely affect concnete surfaces and will not impair subsequent treatnents of
concrete surfaces.
2.02 REINFORCINGMATERIALS
General: Sizes, types, grade or yield strengths as indicated on the drawings. Use 60,000 psi yield
strength if not otherwise indicated. Use reinforcing conforming to ASTM A706 where welding of
reinforcing is required unless otherwise indicated. Provide uncoated finish unless otherwise
indicated.
Defonned Bars: ASTM A6t5 plus supplemenary requirement (Sl), Deformed Billet Steel Bars
or ASTM A?06, Low-Alloy Steel Deformed Ban unless otherwise indicated.
Welded Wire Fabric: Mesh size and gauge as indicated on the drawings. Conform to ASTM
A185, plain in flat sheets.
Tie Wire:Tie wire shall be No. 16 American Wire Gage or heavier, black annealed.
Supports for Reinforcement: hovide supports for reinforcement including bolsters, chairs,
spacers and other devices for spacing, supporting and fastening reinforcing bars and weldcd wire
fabric in place within specified tolerances. Use wire bar-type supports complying with CRSI,
Class I or 2, unless otherwise aoceptsble.
l. Use supports with sand plates or horizontal runners for slab-on-grade wh€re base
material will not support chair legs.
2. Provide accessories and continuous reinforcing supported on appropriate chairs for
welded wire fabric and reinforcement in slabs as required to maintain position as shown
on the drawings.
CONCRETE MATERIALS
VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STNUCTUML FRAME
C onsfi u cr ion lro cu rru tt
9 JuLY200l
HIJfiqEM7I.A 033WN
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A. Cementitious Materials:
2.04 RELATEDMATERIALS
A. Expansio,n Joinb:
CONCRETE
1. General: Provide materials of the same brand or source throughout the project unless
otherwise soecified.
2. Portland Cement: ASTM Ct50 Type II.
3. Fly Ash: ASTM C618, Class C orF, low loss.
B. Aggregates:
l. General: Provide aggregates fom the same source throughout the project unl€ss
otherwise specified.
2. Normal Weight Aggregate: ASTM C33 containing no deleterious substances which
cause surface spalling. Certifo that no alkali reactivity is produced with the proposed
aggregate-cement combinations when tested in accordance with ASTM C227 . Pea
gravel shall be graded for 90% passing the 3/8 inch screen *O 96o7o rctained on the l/4
inch screen. Use pea gravel only when acceptable to the Architect and Structuml
Engineer.
C. Water: Potable.
D. Admixtures:
l. General: Unless specified, no admixtures may be used without specific approval ofthe
Architect and Structural Engineer.
2. Prohibited products: Calcium chloride or admixtures containing more than 0.05%
chloride ions or thiocyanates are not pcnnited.
3. Air Entraining Admixhre: ASTM C?60
4. Water Reducing Admixture: ASTM C494, Type A
a. Subject to compliance with requirements, provide one of the following:
nEucon WR-75" - Euclid Chemical Co.
"Pozzolith 344Hu - Master Builders
"Plastocrete 160" - Sika Chemical Co.
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l. lnterior Use or Exterior Use Where Sealants are Specified: Cellular foam of l/2 inch
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HI.L| gUNzI.IN VAILUALLEYMEDICALCENTER O33M-9
DEMOIJTION AND STRACTURAL FNAME
Corrstrudion lrocg,rrg/ta
9 JULY 2001I
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SECTIONOS3OO CONCRETE
I thickness. Provide manufacturer's certification of compatibility with specified sealants
where required.
f B. Curing Compounds:
- l. Dissipating Resin Compound: ASTM C309, Typel. The film must chemically break
I down in a two to four week period.
a. Subject to complianc€ with requirements, provide one of the following:'lI ',Kurez DR" - Euclid Chemical Co.
r c #ffi'Y:::ffi'.'H*ff!ll,il't33,lil,1Tl,iJ,*li;?Tillil3,xtm,
Engineer as to methods and procedures.
I l. Injection Epoxy: Subject to compliance with requirements, provide the following:
"Sikadur 35, Hi Mod LV,'- Sika Chemical Corp.
I 2. Epoxy Adhesive: Subject to compliance with requirements, provide one ofthe
following:
f "sikadur 32 Hi-Mod" - Sika Chemical Corp.
I D. Bonding Compound: Polyvinyl acetate, rewettable rype. Interior usage only.
I l. Subject to compliance with rcquirements, provide one of the following:
I "Sikabond'_ Sika Chemical Corp.
D. Floor joint filler: semi-rigid epoxy filler.
I l. Subject to compliance with requirements, provide one of the following:
"Euco 700', - Euclid Chemical Co.
I E. Non-Shrink Grout: CRD-C 5EB, Tlpe A, facrory premixed.
I F. * *il*.nrn colortess,shake-on,r haraeninfcrremGi6ffiuna.
l. Subject to compliance with requircmcnts, provide the following:
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'Surfhard" - Euclid chemical company.
- HIf,|r9E(MTI-01 vATLvALLEYMEDIoALaENTER 0ii00-10
DEMOLITION AND STRUCTARAL FMMEr *ry#:"?,ffi.
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I 2.05 PROPORTIONING AND DESIGN OF MIXES:
I A. Strength - Desigr mixes to provide normal weight concrete for the following mix types:
I Tlpe I . 4009 psi 28 day compressive strength; 6l I lbs. of cement and ash per cubic yard
mlnimum; Wc ratio .46 maxirnum; air enuained to be used in all concr€te
except as noted in type 2 below.
r B. Slump Limits: Slump of concrete, measured at point of placement, shall fall within the foltowing
limits:
I Type l: Not less than 2,' and not more than 4".
Mix designs shall be proportioned at the maximum slump.
t D. Fly Ash,/Cement Replacemenr:
l Fly ash may be substituted in all concrete up to a 20% maximum.I
E. Admixtures:
I l. Use air-entraining admixture in all concrete, unless otherwise indicated. Add air-
entaining admixture at manufacturer's prescribed rate to result in concrcte at point of
placement having enfiained air content within following limits:
I a. 4yo minimum air at all concret€.
I F. Selection ofproportions:r
I . Mix Design: Cost of concrete mix design is responsibility of Confactor.
r 2. Selection of Proportions: Use method of ACI 301 3.9. Proportioning based on method ofr AcI 3ol 3.lonotallowed
a. Field test records used for documentation ofthe average srength produced by af proposed mix in accordance with ACI 301 3.9.3.2 shail, in aadition to the
requirements thcre listed, comply with the following:
t The test record shall represent production concrete from a single design mix,
produced during the past year, and may be composed of 30 or more consecutive
tes$.
I The test record shall represent concrete made with identical materials and
proportions (including admixtures) to the proposed rnix.
f The test record shall represent concrete proportioned to produce the maximum
slump allowed by these specifications, and for air-entraincd concrete, within -
I 0/+l percent of the maximum air content allowed.
r Hltrgunzl-M qAnLvALLEvMEDI1AL1ENTER tistu-Il
DEMOLITION AND STRACTARAL FRAME
Constudion DocarwnEr 9JULY2OOI
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b. Mixes proportioned on the basis of trial mixtures shall meet the provisions of
ACI 301 3.9.3.3.
G. Design mixes to meet or exceed each requirement specified at the point of placement. Where
more than one criterion is specified, the most stringent shall apply. It is the sole responsibility of
the contractor to implement revisions to the mix designs due to placement techniques or weather
conditions at the time of placernent. Mix designs criteria herein is for ideal conditions.
I PART3-EXECUTION
r 3.00 GENERAL
r A. Perform concrete work in accordance with AC! 301 except as specified herein and on the
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B. use ready-mixed concrete conforming to AsrM c94; no job.mixed concrete allowed.
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3.01 coNcRErEcAsroNEARrH
A. Preparation:
l. Foundation Bearing Surfaces: Excavate to smooth, level surface in undisttrbed, naufal
soil unless otherwise indicated or accepted by the Soils Engineer.
2. Slab Subgrade: Underslab surfaces shatl be fine grades to smooth, level surface prior to
installation of slab forms.
3. Earth Cuts: Earth cuts may not be used as forms.
B. Inspection:
All foundation bearing surfaces shall be inspected and accepted by the Soils Engineer prior to start
of formwork.
| 3.03 FoRMwoRK
A, General:
L Design, construct, brace, and maintain formwork in accordance with ACI 301 and ACI
347 as modified herein.
2. Fabricate forms for easy removal. hovide crush plates or wrecking plates where tripping
may damage concrete surfbces. Kerf wood inserts for forming keyways, reglets,
I recesses, and tbe like, to facilitate removal.
r HLMqnM7I4I qATLvALLEvMEDIOTLIENTER
DEMOLITION AND STRUCTARAL FMME
Constaaion Docnnwt
9 JuLy 2001
03300-12
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3- Provide temporary openings where interior area of formwork is inaccessible for clean
out, for inspection before concrete plac€ment, or for placement of concrete. Securely
brace temporary openings and seal to forms to prevent loss of concrete mortar.
B. Preparation ofForm Surfaces:
I . Clean reused forms of concrete matrix residue, repair and patch as required to return
forms to acceptable surface condition.
2. Coat contact surfaces of forms with specified form-coating cornpound before
reinforcement is placed in conformance with manufacturefs instructions.
4. Thin form-coating compounds only in conformance with manufacturer's instuctions. Do
not allow excess form-coating material to accumulate in forms or to come into contact
with concrete surfaces against which fresh concrete will be placed.
D. Chamfer Sfiips:
Install 45-degree chamfer strips at comers. Install chamfer sfips at internal comers and
edges of formed joints as detailed.
E. Inspection of Formwork:
All formwork surfaces that will provide the finish surface of exposed concrete must be
approved by the Architect before depositing concrete.
F. Void Spaces:
Contractor shall be solely responsible for providing void spaces of full size and extent
shown on the drawings.
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I 3.03 PLAcTNG RETNFoRcEMENTI
A. General:
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l. Comply with Concrete Reinforcing Steel Institute's *Recommended Practice for Placing
Reinforcing Bars," and as herein specified.
2. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials which
reduce or destroy bond with concr€te.
3. Accurately position, support, and secure reinforcement against displacement by
construction or concrete placement operafions with mctal chairs, runners, bolsters,
spacers, hangers, or other means acceptable to the Structural Engineer. On vertical
formwork, use approved bar chairs or spacers as required to maintain proper concrete
VAIL VALLEY MEDICAL CENTER
DEMOUTION AND STNUCTAML FNAME
Constuaion Docunstb
9 JuLy200t
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CONCRETE
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4. Install reinforcement to tolerances given in ACI 301 5.4.
5. Install welded wire fabric inthe longest lengths practical. Lap adjoining pieces at least
one full mesh and wire together. Offset end laps in adjacent widths to prevent
continuous laps.
B. Welding of Reinforcement:
Welding reinforcing bars not permitted except where specifically indicated. Protect exposed bars
intended for bonding with future construction from corrosion by providing adequate covering.
C. Field Bending of Reinforcement:
Reinforcement partially embedded in concrete shall not be field bent except as shown on the
drawings or specifically permitted by the Structural Engineer.
D. Slab on Grade Reinforcing:
Place a minimum of 6x5-wl.4xwl.4 Welded Wire Mesh in flat sheets in all slabs on grade.
E. Protection of Reinforcernent:
Protect exposed bars intended for bonding with futurre constmction from corrosion by providing
adequate covering.
F. Inspection of Reinforcement:
Completed installation of concrete reinforcement must be reviewed by the Structural Engineer or
the designated Inspector b€fore depositing concrete.
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A. General:
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I . Coordinate work with requirements of other trades and notifo Architect and Structural
Engineer of all conflicts and nonconforming conditions.
2. Coordinate the requirements for installation of embedded items specified and fumished
in other sections ofthe specifications. Obtain templates and instructions for setting
embedded items.
4. Do not install sleeves in conff€te slabs, beams, walls, or columns exccpt where shown on
the structural drawings or approved by the Architect and Sructural Engineer.
VAIL UALLEY MEDICAL CEI{TEN
DEMOUNON AND STRACTURAL FMME
Corctructlon Docrrttttrrt's
9 JULY 2001
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II B. Embedded Piper and Conduits:
I Conform to requirements of ACI 318 6.3, except as modified herein: 6.3.1 shall be changed to
I read: Conduits, pipes and sleeves of any kind shall not be embedded in concrete. Sections 6.3.3,
6.3.5.2,6.3.6.2,6.3.7,6.3.8,6.3.10, and 6.3.12 shall be included in their entirety. All other. sections are void.
r C. Footing Dowels, Slab Dowels, Plate Embedments, Anchor Bolts, Inserts, Form Blockours:
I Securety fastened to formwork or held in place with templates. Insertion into concrete after
I casting is not allowed.
I 3.05 JOINTS
r A. Construction Joints in Formed Elements:
l. Locate and install construction joints as indicated on the drawings or, ifnot shown on
drawings, locate so as not to impair strength or appearance of th€ stuctue. Submit
conshuction joint locations not shown on drawings to Architect and Structural Engineer
for acceptance.
2. Keyways: Provide keyways as detailed on the drawings. Where not daailed, provide l-
1/2" minimum depth continuous keyways in all construction joints in walls and slabs and
between walls and footings.
3. Place consfruction joints in the middlc spans of grade beams unless indicated otherwise.
Continue reinforcement across constnrction joints. Submit construction joint locations
not shown on the drawings for Architect's and Structural Engineer's acceptance.
B. Joints in Slabs on Ground:
l. Constnrction Joints: Form joinb as shown on the drawings. Locate to form panels of
sizes indicated on the structural drawings. Submit for approval prior to commencing
I work on slabs.
2. Control (Contraction) Joints: Construct joint by soft cut saw cutting or with specified slab
I contot joint form. Made saw cuts as soon as possible after placing concrete without
I dislodging aegregate and to a depth of l/4 ofthe slab thickness. Saw cutting is not
permitted on slabs on metal deck.
I 3 **:lill,ili:,$;?#fi::ll:*:T;:H,ilfiH'*"Ttrff:,"Iff;::?J;:1*""
joint details.
l| 4. Interior Slabs: Locate construction joints on column center lines. Provide contol joints
at column center lines and at intcrvals not more than 12 fect each wav.
r HLM gEMzr-.M UAIL vALLEy MEDIoAL OENTER n3suLts
DEMOUTION AND STRUCTAML FMME
Congruaion DocununnI 9JULY2OO1
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SECTIONOS3OO CONCRETE
I 3.06 CONCRETE PLACEMENT
I A. Preplacement lnspection:
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Formwork installation, reinforcing steel placement, and installation of all items to be embedded or_ cast-in to be verified by the Conracbr prior to placement.
I B. General:Comply with ACI 301, ACI 304, and as herein specified.
I. Do not place concrete in free-standing water, over ice, or on frozen subgrade.
I C. Conveying:
I Conv€y concrete from the mixer to point of deposit without segregation.
D. placing:
I l - Wet exposed subgrade, masonry filler units, precast concrete, previously placed concrete,
and uncoated wood forms immediately prior to placing concrete (except during fieezing
temperatures.)
I 2- Deposit concrete continuously or in layers ofsuch thickness that no concrete will be
I placed on concrete which has hardened sufficiently to cause the formation of seams orI iiffi';l:;1$'#:::TH:,iTff:,::JITffi":',T.H|:;it";jit?J:A'*,:","
avoid segregation.
t 3. Placing concrete in Forms: Deposit concrete in forms in horizontal layers not deeper than
24" and in a manner to avoid inclined joints. Where placement consists of several
layers, place each layer while preceding layer is still plastic to avoid cold joints.
I Guide the flow of concrete in walls and columns for vertical drop between the
reinforcing. Free fall, except in walls and columns, shall not exceed five feet. Free fall
I ;J;t:fO
*tt-ns shall not exceed l0 feet without prior acceptance by Strucnral
I 4. Placing Concrete Slabs: Deposit and consolidate concretc slabs in a continuous
I op€ration, within limits of construction joints, until the placing ofa panel or section is
completed. Continuous intermediate screed sfips at intervals not greater than 15 feet set
I prior to concrete placement are required. For slabs cast over metal deck, place screeds
I along beam lines. Set screeds and adjust as necessary to achieve proper slab elevafion
and thickness, allowing for beam camber and deflection.
I 5. Topping: Protect base surface from oil, paint, dirt, or other contaminants. MechanicallyI remove prior to topping placement. Thoroughly dampen base surface and leave free of
standing wat€r prior to placement. Place consete as specified for slabs.
' ELMgEw7l.a VAILVALLEYMEDICALoENTER O33M-16
DEMOLITION AND STNACTANAL FMME
Congruaion DocunentI 9JULY2OOI
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It E. Consolidating:
l. Maintain one standby vibrator for every three vibrators used.
I 2. Consolidate placed concrete by intemal vibrating equipment with a minimum frequency
of7000 rpm, supplemented by hand-spading, rodding, or tamping. Use equipment and
I procedures for consolidation of concrete in accordance with ACI 309.
3. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators
I vertically at uniformly spacei locations not farther than visible effectiveness of machine.
I Place vibrators to rapidly penetrate placed layer and at least 6" into preceding layer. Do
not insert vibrators into lower layers of concrete that have begun to sa. At each
I insertion, limit duration of vibration to time necessary to consolidate concrete and
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of reinforcement and other embedded items without causing
4. Consolidate concrete during placing operations so that concrete is thoroughly workedI around reinforcement and other embedded items and into corners.
I 3.07 FINTSH oF FoRMED SURFACES
I A. Defmitions: Refer to ACI 301 Chapter 10, for formed surface finish definitions.
I B. Provide finish ofexposed concrete surfaccs to the satisfaction ofthe Architect.I
I 3.08 MoNoLITT{rc sLAB FINISHES
t
. Float Finish: Apply float finish to monolithic slab surfaces to receive further preparation as noted
in paragraph C below.
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After screeding, consolidating, and leveling concrete slabs, do not work surface until ready for
floating. Begin floating when surface water has disappeared or when concretc has stiffened
I sufficiently to permit operation of powerdriven floats, or both. Consolidate
surface with power-driven floats, or by hand-floating if area is small or inaccessible to power
I units. Check and level surface plane to tolerances of overall: Ff25/T120 lncal Ffl?/Fll5. Cut
I down high spots and fill low spots. Uniformly slope surfaces to drains. Immediately after
leveling, refloat surface to a uniform, smooth, granular texture.
I B. Trowel Finish: Apply trowel finish to monolithic slab surfaces to be exposed-to-view, and slabr surfaces to be covered with resilient flooring carpet, coamic o, quarry iil", puint, or surfaces not
requiring additional preparation.
I After floating, begin first trowel fmish operation using a power-driven trowel. Begin fmal
troweling when surface produces a ringing sound as trowel is moved over surface. Consolidate
concrete surface by final hand-troweling operation, free of trowel marks, uniform in texture and
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HU}T 9EM71-U VAIL VALLEY MEDICALCENTEN B3OIL17
DEMOLINON AND STNACTUML FNAME
Construaion llocume$I 9JULY2OOI
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appearance, and witt surface leveled to tolerances of overall: FfJ6/FD0 Local: Ff24lFll5.
Grind smooth surface defects which would telegraph through applied floor covering system.
C. Surface Preparation:
1. All slab surfaces that receive anti-static flooring, seamless moisture proof coatings, or
any material to be attached by adhesives likely to be damaged by moisture vapor, shall be
shot cleaned by a "Blast-Track" or equal, prior to installation. Shot cleaning shall be
delayed until such time that all slab curing is complete and the slab has completely dried.2. All slab surfaces that are exposed shall be sealed and hardened and alljoints shall be
sealed.
3.09 CONCRETE CURING, PROTECTION AND SURFACE TREATMENTS
D.
HLM9&N714M
l. Protect freshly placed conq€t€ from pranature drying and excessive cold or hot
temperatures. Maintain concrete with minimal moisture loss at a relatively constant
temperature for the period necessary for hydration of the cement and hardening of
concrete.
2. Curing sball commence as soon as free water has disappeared from the concrete surface
after placing and finishing. The curing period shall be a minimum of fourteen day for all
concrete.
3. curing shall be accordance with Acl 301 or 201 procedures. Avoid rapid drying at the
end ofthe curing period. During hot and cold weather, cure concr€te in accordance with
ACI 305 and ACI 306.
curing Methods: Perform curing of concrcte by curing and sealing compound, in combination
with moisture-retaining cover curing, as herein specified.
l. Provide moisture-cover curing as follows: Cover concrete surfaces with the maximum
dose oflhe specified curing compound, then cover with a moisture retaining cover for
curing concrctc, placed in widest practicable width with sides and ends lapped at least 3"
and sealed by waterproof tape or adhesive. Immediately repair any holes or tears during
curing period using cover material and waterproof tape.
Curing Formed Surfaces:
Where wooden forms are used, cure formed concrete surfaces, including undersides of
beams, supported slabs, and other similar surfaces by moist curing with forms in place
for full curing period or until forms are removed. If forms are removed, continue curing
by application ofthe maximum dosage ofthe specified curing compound.
Curing Unformed Surfaces:
YAIL VALLEY MEDICAL CENTER
DEMOLITION AND STRUCTAML FNAME
Cowtrttgion Docuncna
9 JuLy 200t
0330L18
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SECTIONOS3OO CONCRETE
Cure unformed surfaces, such as slabs, floor topping, and other flat surfaces as follows:
L Slabs exposed to view and slabs covered with finishes described in 3.08 B. shall
be cured by application of the specified curing compound applied at the
manufactuer's maximum dosage, then covered by a moisture retaining cover for
the full curing period. For the first three days apply insulating blankets over the
retaining cover.
E. Surface Treatments:
At all exposed concrete surfaces, and in areas shown on the drawings in accordance with
manufactureds instructions and as specified below.
l. Specified hardener at a rale of I to I .5 pounds per square foot.
2. Seal all constmction and confoljoints with the specified joint sealer.
3. Rout, epoxy inject and grind all cracked concrete surfaces.
3.IO FORM REMOVAL AND RESHORING:
A. Removal of Forms:
A. Comply with ACI347 for shoring and reshoring in multistory construction, and as herein
I specified.
l. Submit shoring, reshoring, and back shoring calculations for review by the
Architect and the Stuctural Engineer.t
B. Formwork not supporting weight of concrete, such as sides off beams, walls, columns,
I and similar parts of the work, may be removed after cumulatively curing at not less thanI :3#;ffi:,1ff*"4;T"?*fi,ffi,1lill3ili-"illiili;:#'$1ff#:H:-,
prot€ction operations are maintained.
I C. Formwork supporting weight of concrete, such as beam soffrts, joistq slabs, and other
structural elements, may not be removed in less than 14 days and until concrete has
I attained design minimum compressive stength at 28 days. Determine potential
I compressive strength of in-placc concrete by tesring field-cured specimens representative
of concrete location or members.
I 3.I T REPAIR OF SI.JRFACE DEFECTS:I
A. Formed Surfaces:
I l. AXow Architect and Structural Engineer to observe
I concrete surfaces immediately upon rernoval of forms.
2. Modifu or replace concrete not conforming to required lines, details, and elevations.
Ir HLMqEMTI-M vAILVALLEvMEDIoALaENTER 03i0LI9
DEMOLINON AND STRACTARAL FMME
Construct ion Do carr@ta
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3. Repair or replace concrete not properly placed resulting in excessive honeycombing and
other defects. Patch, repair, or replace exposed architectural finished concrete as directed
I by the Architect.
4. Patching oftie holes is not required unless surface grade.
I 5. Repair defects in structural concrete elements as follows:
I a. Deep DefecB Exposing Reinforcing: Chip to sound concrete and cleant thoroughly to remove all loose concrete and dust. Apply thin coat of epoxy
adhesive. Form and pour, or dry pack with specified non-metallic, non-slrink
I grou! prior to development oftack-free condition of epoxy adhesive. Srip
I forms after grout has hardened and provide specified finish. Moist cure or apply
specified clear curing and sealing compound immediately after fmishing.
I b. Defects Grealer than l/2 inch depth not exposing reinforcing: Chip, clean, andt apply specified epoxy adhesive.
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Dry pac-k using specified non-metallic, non-
shrink grout prior to development oftack-free condition of epoxy adhesive.
Provide specified finish and cure as specified above.
I c. Defects less than ll2 inch depth and tie holes:
r ' l:::ffiJff.Tl#;'lJji*:1:iTlfil.'::i:#,:fl"H:'J
specified above.
I d. Other equivalent repair procedures may be used subject to review and
acceptance by the Architect and Structural Engineer.
I B. Unformed Surfaces:
l. Test unformed surfaces, such as monolithic slabs, for smootbness and veriff surface
plane to tolerances specified for each surface and finish. Correct low and high areas as
herein specified. Test unformed surfaces sloped to drain for tnre-ness of slope, in
addition to smoothness using a template having required slope.
2. Correct high area in unformed surfaces by grinding or other methods acceptable to the
Architect after concrete has cured at least 14 days.
4. Correct low area in unformed surfaces during or immediately after completion of surface
furishing operations by cuning out low areas and replacing with fiesh concrete. fmish
repaired areas to blend into adjacent concrete. Where acceptable to the Architect and
Stnctural Engineer, the specified under-layment compound applied in accordance with
the manufacturer's instructions, may be used.
5. Repair defective areas, by grooving the top of cracks and cut-out holes to sound concrete
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DEMOLITION AND STRACTUNAL FRAME
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SECTIONO3SOO CONCRETE
and clean of dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply
bonding compound. Mix dry-pack, consisting of one part portland cement to 2-12 parts
fine aggregate passing a No. l6 mesh sieve, using only enough water as required for
handling and placing. Place dry pack after bonding compound has dried. Compact dry-
pack mixture in place and finish to match adjacent conct€te. Keep patched area
continuously moist for not less than 72 hours.
6. Repair all random cracks, by use of an injected epoxy method. Provide a repair method
that is suriable for the width and depth of crack to be repaired. Submit detailed method
for each type of repair to the engineer for approval.
TOLERANCES:
A. Formed Surfaces and Building Lines: Conform to ACI 301 4.3 as modified and amended herein.
l. Sleeves and Blockouts in Grade Beams:a. Size: +1l2", -0".
b. Location:
(l) Minimum dimension 6" or larger: +l-1D,,.
(2) Minimum dimension less than 6": Locate in nearest open spa.ce
between reinforcing, not less than l" clear from nearest reinforcing bar.
B. Slab Finishing Tolerances:
l. Slope to Drain: l/4 inch per foot.
2. Tmwel Finish: Overall: FB6lFl20
Local: Fl24lFll5.
3. Floated Finish: Overall: FP5/FI20
Local: Ffl7/Fll5.
c. Embedded Items: unless otherwise noted on drawings, tolerances shalt be as follows:
l. Anchor Bolts:
a. Adjacent anchor bolts in a group receiving a single fabricated setting piece: +/-
l/8".
b. Location and alignment of anchor bolt groups from designated location and
alignment: +l- l/4".
2. Ernbedded Plates and Weldments:
VAIL VALIEY MEDICAL CENTER
I' E MOLITI ON AND STN A CTA ML FMME
Consfiudion Docrrnunt
9 JULY 2001
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SECTION 03300 CONCRETE
Locations: +/- l " vertical. +/- 2" horizontal.
Plumb and alignment: l/4" in 12.
3.I3 EVALUATION AND ACCEPTANCE CRITERIA:
Evaluation and acceptance ofwork under this Section shall be in accordance with the provisions
ofACI 301 Chapters 17 and 18.
A. Anchors: Install anchors furnished under other sections in accordance with shop approved
drawings and/or setting instructions.
B. Equipment Bases: Install concrete bases for all pumps, boilers, tanks, fans, fiansformers, floor
mounted lectrical equipment, etc., including anchor bolts and inserts in accordance with setting
instructionsfumished by the Contractor responsible for installing the equipment. Finish all bases
in a workmanlike manner with a troweled finish. The bases shall be located and sizes determined
by the Contractor fumishing the equipment.
3.14 QUALTTY CONTROL TESTING DURTNG CONSTRUCTTON
A. The Owner will employ a testing laboratory to perform tests and to submit test reports.
B. Sampling and testing for quality control during placement of concrete may include the following,
as directed by Architect.
C. Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with ASTM C 94.
l. Slump: ASTM C 143; one test at point of discharge for each day's pour of each type of
concrcte; additional tests when concnete consistency seems to have changed.
2. Air Content: ASTM C 173, volumetric method for lightweight or norrial weighr
concrete; ASTM C 231 pre$ure method for normal weight concrete; one for each day's
pour of each type of air-entrained concrcte. Adjust testing to exclude entrapped air.
3. Concrete Temperature: Test hourly when air ternperature is 40 degrees F (4 degrees C)
and below, and when 80 degrees F (27 degrees C) and above; and each time a set of
compression test specimens made.
4. Compression Test Specimen: ASTM C 3l; one set of 4 standard cylinders for each
compressive strength test, unless otherwise directed. Mold and store cylinders for
laboratory cured test specimens except when field-cure test specimens are required.
5. Compressive Strength Tese: ASTM C 39; one set for each day's pour as follows: I sa
for each 5 to 25 cubic yards; I set for each 50 cubic yards up to 100 cubic yards; l set for
every 200 cubic yards rhereafter; one specimen tested at 7 days; rwo specimens tested at
28 days, and one sp€cimen retained in rcserve for later testing required. When fiequency
UAIL UALLEY MEDICAL CENTER
D EM OU TI ON AND STRACruRAL FMM E
Constaction DocurrwnE
9 JULY 2001
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SECTIONBSM CONCRETE
oftesting will provide less than 5 strength tests for a given class of concrete, conduct
testing from at least 5 randomly selected batches or from each batch if fewer than 5 are
used.
When total quantity ofa given class of concrete is less tJran 50 cubic yards, strengtlr
waived by Architect if in his judgment, adequate evidence of satisfactory strength is
provided. When strength of field-cured cylinders is less than 85 percent of companion
laboratory-cured cylinders, evaluate current operations and provide corrective procedures
for protecting and curing the in-place concrete.
Srrength level of concrete will be considered satisfactory if average ofsets ofthree
consecutive strength test resuls equal or exceed specified compressive strength, and no
individual strength test result falls below specified compressive strength by more than
500 psi.
D. Test results will be reported in writing to Architect, Structural Engineer and Contractor within 24
hours after tests. Reports ofcompressive strength tests shall contain the project identification
name and number, date of concrete placement, name of concrete lesting service, concrete tlpe and
class, location of concrete batch in structure, design compressive strength at 28 days, concrete mix
proportions and materials; compressive breaking strength and type ofbreak for both 7-day tests
and 28-day tests.
E. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be
permined but shall not be used as the sole basis for accepance or rejection.
F. Additional Tests: The testing service will make additional tests of in-place concr€t€ whcn test
results indicate specified concrete strengths and here characteristics have not been attained in the
structune, as directed by Architect. Testing service may conduct tests to det€r:tnine adequacy of
concrete by cored cylinders complying with ASTM C 42, or by other methods as directcd.
Contractor shall pay for such tests when unacceptable concrete is verified.
END OF SECTION
VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STNACTUML FMME
Con\fiuction DocumcnE
9 JULY 2OOL
IIIJI9&N7I.A 0330tL23
I SECTION 04200 aNrr MASONRr ASSEMBLIES
I SECTIONO42OO.UNTTMASONRYASSEMBLIES
I PARTI-GENERAL
-I 1.1 RELATEDDOCUMENTS
I A' fralilss and general provisions of the Contract, including General and Supplementary
t Conditions and Division I Specification Sections, apply ro this Section.
I r.2 sr.lMMARyI
A. This Section includes unit masonry assemblies consisting of the following:
I 1. Concrete masonry units,2. Mortar and gout.
I 3. Reinforcing steel.
t 4. Masonry joint reinforcement.5. Miscellaneousmasonryaccessories.
I B. Related Sections include the following:r 1. Division 7 Section "Firestopptg" for firesropping at tops of masonry walls and at
openings in rnasonry walls.
t C. Products installed, but not furnished, under this Section include the following:
I l' I.::?ffij3t*1ffi::.,,""n masonry openings, tumished under Division 8 Section
II
1.3 SI.JBMITTALS
I A. General: Submit each item in this Article according to the Conditions of the Contract andDivision I Specification Sections.-
I B. Product Data: For each different masonry unit, accessory, and other manufactured product
specified.
r 1.4 DEFIMT]ONS
I A. Reinfonced Masonry: Masonry containing reinforcing steel in grouted cells.
r B. Qualification Data: For firms and persons specified in "Quality Assurance" Article.
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SECTION O42OO ANIT MASONRY ASSEMBLIES
Cold-Weather Procedures: Detailed description of methods, materials, and equipment to be
used to comply with cold-weather requirements.
QUALITY ASSURANCE
Source Limitations for Masonry Units: Obtain exposed masonry units of a uniform texture and
color, or a uniform blend within the ranges accepted for these characteristics, through one
source from a single manufacturer for each product required.
Source Limitations for Mortar Materials: Obtain rnortar ingredients of a uniform quality,
including color for exposed masonry, from one manufacturer for each cementitious component
and from one source or producer for each aggregate.
Fire-Resistance Ratings: Where indicated, provide materials and construction identical to thoseof assemblies with fire-resisrance ratings determined per ASTM E l 19 by a testing and
inspecting agency, by equivalent concr€te masonry thickness, or by another means, as
acceptable to authorities having jurisdiction.
DELTVERY, STORAGE. AND HANDLING
Store masonry units on elevated platforms in a dry location. If units are not stored in an
enclosed location, cover tops and sides of stacks with waterproof sheeting securely tied. ff
units become wet, do not install until they are dry.
Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not
use cenrentitious materials that have becorne damp.
Store aggregates where grading and other required cbaracteristics can be maintained and
contamination avoided.
Store masonry accessories, including rnetal items, to prevent corrosion and accumulation of dirt
and oil.
I.7 PROJECTCONDTTIONS
A' Protection of Masonry: During construction, cover tops of walls, projections, and sills with
waterproof sheeting at end of each day's work. Cover partially completed masonry when
construction is not in progress.
l. Extend cover a minimum of 24 inches down both sides and hold cover serurely in place.' 2. Wherc one wythe of multiwythe masonry walls is completed in advance of other wythes,
se4ure cover a minimum of 24 inches down face next to unconstructed wvthe and hold
cover in place.
B. Do not apply uniform floor or roof loads for at least 12 hours and concentrated loads for at least
3 days after building masonry walls or colunms.
VAI L VALIEY M EDICAL C E NTER
DE M O UTI O N AN D STRA CTA RAL F RAME
Constructian DocumenB
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I SECTION 04200 aNTTMASaNRrASSEMBLTES
I C. Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left't exposed or painted. Immediately remove grout, mortar, and soil that come in contact with such. masonry.
I l. Protect base of walls from rain-splashed mud and from mortar splatter by coverings
spread on ground and over wall surface.
I 2. Protect sills, ledges, and projections from mortardroppings,I 3. Protect surfaces of window and door frames, as well as similar products with painted and
integral finishes, from mortar droppings.
fl 4. Turn scaffold boards near the wall on edge at the end of each day to prevent rain from
f splashing rnortar and dirt onto completed masonry.
I D' Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice
I or frost. Do not build on frozen subshates, Remove and replace unit masonry damaged by frost
or by freezing conditions. Comply with cold-weather construction requirements contained in
r Section 2104.3 of the Uniform Building Code.rr l. Cold-Weather Cleaning: Use liquid cleaning methods only when air temperature is 40
deg F and above and will remain so until masonry has dried, but not less than 7 days after
t completing cleaning.
I 1.8 UNTTSTRENGTHS
I A. All completed masonry assemblies shall have a minimum 28 day compressive prism strength of
- l500psi.
'- B. hoportion all mortar and grouts to provide the minirmrm 28 day compressive prism strength
indicated'It
PART2-PRODUCTS
I 2.1 CONCRETEMASONRYI]NTTS
I A. General: Provide shapes indicated and as follows:
I l. Provide special shapes for lintels, comers, jambs, sash, control joints, headers, bonding,
I and other special conditions.r 2. Provide bullnose units for outside comers. unless otherwise indicated.3. Provide square-edged units for outside comers, unless indicated as bullnose,
I B. Concrete Masonry Units: UBC Standard 2i4 and as follows:
I L Unit Compressive Srength: Provide units with minimum averag€ net-area comprcssive
I strength of 1900 psi.
2. Weight Classification: Nomal weight, unless otherwise indicated.
11 3. Provide Type I, moisture-controlled units.
I HLM98N71.O4 UNLUALLEY MEDICALCENTER O42OE3
DEMOUTION AND STRACTARAL FMME
I Constttction Documents
9 JuIy 2ffi1
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I SECTION 04200 uNrr MASONRr ASSEMBUES
I 4. Size (Width): Manufactured to the following dimensions:r a. 8 inches nominal;7-5l8 inches actual.
I 5- Exposed Faces: Manufacturer's standard color and texture, unless otherwise indicated.I
I 2.2 MORTAR AND GROUTMATERTALS
I A. Portland Cement: ASTM C 150, Type I or II, except Type trI may tr used for cold-weather
I construction. Provide natural color or white cement as required to produce mortar color as
I selected by architect from manufacturers standard selections.
I B. Portland Cement-Lime Mix: Packaged blend of portland cement complying with ASTM C 150,
t Type I or Type trI, and hydrated lime complying with ASTM C 207.
C. Mortar Cement: LJBC Standaxd 2l-14.
I D. Masonry Cement: UBC Standard 2l-ll.
I l. For pigmented mortar, use a colored cenrent formulation as required to produce the color
I indicated or, if not indicated, as selected from manufacturer's standard formulations,
f| a. Pigments shall not exceed l0 percent of portland cement by weight for mineral
I oxides nor Zpercent for carbon black.b. Pigments shall not exceed 5 percent of mortar cernent or lnasonry cenrent by
weight for mineral oxides nor I percent for carbon black.
r E. Aggregate for Mortar: ASTM C 144; except for joints less than l/4 inch thick, use aggregate
graded with l(X) percent passing the No. 16 sieve.rII I ' White-Mortar Aggregates: Natural white sand or ground white stone.
I F. Aggregare for Grout: ASTM C 404.
!G. Mortar Pigments: Natural and synthetic iron oxides and chromium oxides, compounded for user in rnorcar mixes. Use only pigments with a record of satisfactory performance in nrasonry
I morraf.
H. lffater: Potable.
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2.3 REINFORCING STEEL
I A. Uncoated Steel Reinforcing Bars: ASTM A 615/4 615M; ASTM A 616l| 616M, including
Supplement l; oTASTM A617lA 617M, Grade 60.
I 2,4 MASONRYJOINTREINFORCEMENT
I A. General: comply with UBC Standard 2l-10 and as follows:
HLM 98U7I.U VNLUALLEY MEDICALCENTER U2OM
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sEcTroN u200 U NIT MASONRY ASSEMBLIES
PART3 -EXECUTION
E)(AMINATION
Examine conditions, with Installer present, for compliance with requirements for instaltation
tolerances and other conditions aJfecting performance.
L Mill galvanized, carbon-steel wire for interior walls..2. Hot-dip galvanized, carbon-steel wire for interior walls.3. Wire SizeforCrossRods: Wl.7or0.l48-inch.4. Prwide in lengths of not less than l0 feet , with prefabricated corner and tee units where
indicated.
For single-wythe masonry, provide either ladder or tnrss type with single pair of side rods and
cross rods spaced not more than 16 inches o.c
MISCELLANEOUS MASONRY ACCESSORIES
compressible Filler: Premolded fiiler strips complying with ASTM D 1056, Grade 2Al;
compressible up to 35 percent; of width and thickness indicated; formulated from neoprene or
urethane depending on compatibility.
Preformed Control-Joint Gaskets: Material as indicated below, designed to fit standard sash
block and to maintain lateral stability in masonry wall; size and configuration as indicated.
I ' styrene-Butadiene-Rubber compound: ASTM D 2000, Desigrration M2AA-g05.
Bond-Breaker strips: Asphalt-saturated, organic roofing felt complying with ASTM D 226,
Type I (No. 15 asphalt felt).
Wicking Material: Cotton or polyester rope, l/4 to 3/8 inch in diameter, in length required to
produce 2-inch exposure on exterior and 18 inches in cavity between wythes.
MORTAR AND GROUT MD(ES
General: Do not use admixtures, including pigments, air-entraining agents, accelerators,
retarders, water-rePellent agents, antifreeze compounds, or other admixtures, tmless otherwise
indicated.
l. Do not use calcium chloride in mortar or grout.2. Add cold-weather admixture (if used) at the same rate for all morrar, regardless of
weather conditions, to ensure that moriar color is consistent.
Mortarfor Unit Masonry: Comply with Proportion Specification.
VAI L VALLEY MEDI CAL CENTER
DEMOUTION AND STRACTARAL FRAME
Cowtruction Docu.ments
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l. For the record, prepare written report, endorsed by Installer, listing conditions detrimental
to performance.
2. Verify rhat foundations are within tolerances specified.3. Verify that reinforcing dowels are properly placed.4' Proceed with installation only after unsatisfactory conditions have been corrected.
Before installation, examine rough-in and built-in construction to verify actual locations of
piping connections.
INSTALLATION, GEMRAL
Thickness: Build cavity and composite walls and other masonry construction to the full
thickness shown. Build single-wyhe walls to the actual widths of masonry units, using units of
widths indicated.
Build chases and tecesses to accommodate items specified in this Section and in other Sections
ofthe Specifications.
Lrave openings for equipment to be installed before completing masonry. After instailing
equipment, complete masonry to match the construction immediately adju""nt to the opening.
cut masonry units with motordriven saws to provide clean, sharp, unchipped edges. cut units
as reggSed to provide a continuous pattem and to fit adjoining ionstruJtibn. Where possible,
use full-size units without cuning. Allow units cut with water-cooled saws to dry before
placing, unless wetting of units is specified. Install cut units with cut surfaces and, where
possible, cut edges concealed.
Select and arrange units for exposed unit rnasonry to produce a uniform blend of colors and
textures.
CONSTRUCTION TOLERAT.ICES
Comply with tolerances in ACI 530.1/ASCE 6/TMS 6@ and the following:
For conspicuous vertical lines, such as external corners, door jambs, reveals, and expansion and
control joints, do not vary from plumb by more than 1/4 inch in 20 feet nor l/2 inch
-maximum.
For vertical alignnrnt of exposed head joints, do not vary from plumb by more than l/4 inch in
l0 feet, nor l/2 inch maximum.
For conspicuous horizontal lines, such as exposed lintels, sills, pardpets, and reveals, do not
vary from level by more than l/4 inch in 20 feet nor lt2inch rnaximum.
fo1 elRosed head joints, do not vary from thickness indicated by more than plus or minus l/8
inch Do not vary from adjacent bed-joint and head-joint thicknesses by more than l/g incb.
LAYINGMASONRYWALLS3-4
VAI L UALLEY M EDI CAL C E NTE R
DEMOUTION AND STRACTARAL FRAME
C o nstntction Doctorrents
9 July 2Nl
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SECTION M2OO ANIT MASONRY ASSEMBLIES
Lay out walls in advance for accurate spacing of surface bond pattems with uniform joint
thicknesses and for accurate location of openings, movement-type joints, returns, and offsets.
Avoid using less-than-half-size units, particulady at corners, jambs, and, where possible, at
other locations.
Bond Pattem for Exposed Masonry: L,ay exposed masonry in the following bond pattem; do
not use units with less than nominal 4-inch horizontal face dimensions at corners or jambs.
Lay concealed masonry with all units in a wythe in running bond or bonded by lapping nor less
than 2 inches. Bond and interlock each course of each wythe at corners. Do not use units with
less than nominal 4-inch horizontal face dimensions at corners orjarnbs.
Stopping and Resuming Work: In each course, rack back one-half-unit length for one-half
running bond or one-third-unit length for one-third running bond; do not tooth. Clean exposed
surfaces of set rnasonry, wet clay masonry units lightly if required, and remove loose maionry
units and mortar before laying fresh masonry.
Built-in Work: As construction progresses, build in items specified under this and other
sections of the specifications. Fill in solidly with masonry around built-in items.
F' Fill space between hollow-metal frames and rnasonry solidly with mortar, unless otherwise
indicated.
Fill cores in hollow concrete mirsonry units with grout firtl height under bearing plates, beams,
lintels, posts, and similar items, unless otherwise indicated.
Build non-load-bearing interior panitions full height of story to underside of solid floor or roof
structure above, unless otherwise indicated,
l. Install compressible filler in joint between top of partilion and underside of structure
above.
2. At fire-rated partitions, install firestopping injoint between top ofpartition and underside
of structure above to comply with Division 7 Section "Firestopping."
3.5 MORTARBEDDINGANDJOINTING
A. Lay hollow masonry units as follows:
l With full mortar coverage on borizontal and vertical face shells.2. Bed webs in mortar in starting course on footings and in all courses of piers, cotumns,
and pilasters, and where adjacent to cells or cavities to be filled with grout.3. For starting course on footings where cells are not grouted, spread out full mortar bed,
including areas under cells.
B. Tool exposed joints slightly concave when thumbprint hard, using ajointer larger than the joint
thickness, unless otherwise indicated.
l. For glazed masonry units, use a nonmetallic jointer 3/4 inch or more in width.
VAI L UALLEY MEDI CAL CENTER
D EM O UTI O N AND STRA CTARAL F RAM E
Construction Documents
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I SECTTON U200 aNrT MASONRYASSEMBLIES
I 3.6 ANCHORTNG MASONRY TO STRUCTURAL MEMBERS
r A. Anchor masonry to structural members where masonry abuts or faces structural members to
I complv with the followine:
L Provide an open space not less than 2 inches in width between masonry and stmctural
member, unless otherwise indicated. Keep open space free of mortar or other rigidI materials.
2. Anchor masonry to structural members with flexible anchors embedded in masonry joints
I and attached to structure.
I 3. Space anchors as indicated, but not more tban?.4 inches o.c. vertically and 48 inches o.c.
horizontally.
- 3l coNTRoLANDExpANsToNJoINTS
I A. General: Install control joints in unit masonry as required. Build-in related items as rnasonryr progesses. Do not form a continuous span through movement joints unless provisions are
made to prevent in-plane restraint of wall or partition movement.
I B. Form control joints in concrete masonry as follows:
I 1. Fit bond-breaker strips into hollow contour in ends of concrrete rasonry units on one side
I of control joint. Fill resultant core with grout and rake joints in exposed faces.2. Install preformed control-joint gaskets designed to fit standard sash block.
1; 3. Install interlocking units designed for controljoints. Install bond-breaker strips at joint.
I Keep head joints free and clear of mortar or rake joint.
4. Install temporary foam-plastic filler in head joints and remove filler when unit masonry is
comPlete
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3.8 LINTELS
I A. Install reinforced concrete lintels over all openings.
I B. Provide minimum bearing of 8 inches at each jamb, unless otherwise indicated.
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I 3.9 RETNFORCED T.JNIT MASONRY TNSTALLATTON
t A. Temporary Formwork and Sbores: Construct formwork and shores to support reinforced
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masonry elements during construction.
I 1. Construct formwork to conform to shape, line, and dimensions shown. Make it
zufficiently tight to prevent leakage of mortar and grout. Brace, tie, and support forms to
I maintain position and shape during constnrction and curing of reinforced m onry.
I 2, Do not rernove forms and shores until reinforced ma$onry members have hardened
sufficiently to carry their own weight and other temporary loads that may be placed on
them during construction,
I HLM98OO71.A VAILUAIJ^EYMEDICALCENTER A42UA
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SECTION M2OO ANIT MASONRY ASSEMBUES
Placing Reinforcement: Comply with requirements of Section 2104.5 of the Uniform Building
Code.
Grouting: Do not place grout until entire height of masonry to be grouted has attained sufficient
strength to resist gfout pressure.
1. Comply with requirements of Section 21M.6 of the Uniform Building Code for cleanouts
and for grout placement, including minimum grout space and maximum pour height.
3.10 PARGING
A. Parge predampened masonry walls, where indicated, with Type S mortar applied in 2 uniform
coats to a total thickness of 3/4 inch Scarify first parge coat to ensure full bond to subsequent
coat.
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Use a steel-trowel finish to produce a smooth, flat, dense surface with a maximum surface
variation of l/8 inch per foot Form a wash at top of parging and a cove at bottom.
Damp-cure parging for at least 24 hours and protect the parging until cured.
REPAIRING, POINTING, AND CLEANING
Remove and replace rnasonry units that are loose, chipped, broken, stained, or otherwise
damaged or that do not match adjoining units. Install new units to match adjoining units; install
in fresh mortar, pointed to eliminate evidence of replacement,
Pointing: During the tooling of joints, enlarge voids and holes, except weep holes, and
completely frll with morta:r. Point up joins, including corners, openings, and adjacent
construction, to provide a neat, uniform appearance, Prepare joints for sealant application.
ln-Progress Cleaning: Clean unit rnasonry as work progresses by dry brushing to remove
mortar hns and smears before tooling joints,
Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as follows:
l. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes
or chisels.
2. Test cleaning methods on sample wall panel; leave one-half of panel uncleaned for
comparison purposes. Obtain Architest's approval ofsample cleaning before proceeding
with cleaning of masonry.
3. Protect adjacent stone and nonmasonry surfaces from contact with cleaner by covering
them with liquid strippable masking agent, polyetbylene film, or waterproof masking
tape.
4. Clean nmsonry with a proprietary acidic cleaner applied according to manufacorer's
written instructions.
5. Clean concrete mffionry by cleaning method indicated in NCMA TEK 8-2 applicable to
type of stain on exposed surfaces.
VN L VALLEY MEDICAL CENTER
DEM OUTI ON AND STRA CTURAL F RAM E
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SECTION M2OO A NIT MASON RY ASSEM BLI ES
3.12 MASONRY WASTE DISPOSAI
A. Recycling: Unless otherwise indicated, excess masonry materials are Contractor's property. At
completion of unit masonry work, remove from project sirc..
B' Excess Masonry Waste: Remove excess masonry and other masonry waste by legally disposal
of offOwner's property.
END OF SECTION O42OO
VAI L VALIBY MEDI CAL CENTER
DE M OUTI ON AND STRA CTA RAL FRAME
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SECTION 01230 REI N FORCED CONCRETE MASONRY T]NITS
SECTION 04230 - REINFORCED CONCRETE MASONRY UNITS
PART I .CENERAL
1.OI SUMMARY
. A. Section Includes:L Concrete masonry units.2. Morkr and grout.
3. Reinforcement,anchorage,andaccessories.
B. Related Sections:
l. Reinforcing bars for reinforced unit masonry: Division 3.
I.O2 SYSTEMDESCRIPTION
A. Perfonnance Requirements: Minimum ultimate compressive stength of engineered mason4r,
determined in accordance with ACI 530.I/ASCE 6, is based on a prisn strengtlr of 1500 psi.
1.03 SUBMITTALS
A. hoduct Data: Submit published data from manufacturerr of products and accessories specified,
indicating compliance with requirements.
B. Test Reports: Submit results of masonry testing specified, including the following information:l. Age at test.2. Storage conditions.
3. Dimensions er/t).4. Compressive strength of individual prisms.5. Coefficient of variation (v).6. Uhimate compressive strength of masonry, which has been corrected for the coeffici€Ntt of
variation and the M ofthe prisms tested.
1.04 QUALTTYASST.IRANCE
A. Conform to the mosr rigid requirements ofthe following, except where exceeded by provisions ofthe
confact documents:l. ACI 530.1/ASCE 6 - ..Specifications for Masonry Strucrures,'.2. Colorado Masonry lnstitute Standard 301 'Building Code Requirements for Masonry
Construction".
3. "Uniform Building Code" chapter 21.
I.O5 DELIVERY, STORAGE, AND HANDLING
A. Deliver' handle, and store masonry units by means which will prevent nechanical damage and
deterioration due to moisture, ternperature changes, and contarnination by other mareriali.l. Provide protection which will limit moisture absorption of concrete masonry units to fie
maJdmnm Percentage specifi€d for Type I units at relative humidity which is nomal for the
projcct site.
B. Protect cementitious materials from precipitation and absorption of ground moisnre.
VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STRACTUBAL FMME
Constaaion Docutttttx
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C. Store masonry accessories to prevent conosion, dirt accumulation, and other deterioration.
PROJECT CONDITIONS
A. Construction Protection: Cover tops of incomplete masonry elements with waterproof sheet material
at end of each work-day and when masonry work is not under way.l. Secure weather protection in place with weights or by use of temporary fastenen.2. Immediately remove mortar, soil, and other such materials from exposed masonry faces to
prevent staining.3. Prevent splashing and soiling of masonry near ground level by spreading sheet material to
cover soil or masonry faces.4. Protect horizontal masonry elements from mortar droppings.
Loading hotection: Do not apply uniform floor or roof loads for at least 12 hours, or concentat€d
Ioads for at least 3 days, after completion of masonry elements.
HohWeather Protection: Cover or shade masonry units and mortar materials and use cool water for
mortar whenever ambient air temp€rature is 90 degrees F or greater. At air temperatures of 85
degrees F or above, ifrelative humidity is l€ss than 30 percent or wind is in excess of l5 miles per
hour, provide protection by immediately covering newly constructed walls, by providing windbreala,
or by using fog spray to reduce rate of evaporation.
PART2 - PRODUCTS
2.01 CONCRETE MASONRY UNITS
Concrete Block: Comply with reference standard for types required, and as follows:l. Size; Standard lighnrreight units with nominal face dimensions of 16 inches long and 8
inches high (15-5/8 by 7-518 actual), with nominal thickness as indicated on drawings for
various locations.2. Special shapes: Provide special block types where required for comers, control joints,
headers, lintels, and other special conditions, whether or not specifically indicated on the
drawings as special.a. Outside corners: Square-edge units exccpt where otherwise indicated.3. Hollow load-bearing units: ASTM C 90, and as follows:a. Type l: Moisture-controlled units.b. Lightweight.
c. Exposed faces: Manufacturer's standard color and texture, except where special
fmistr is indicated, as follows:l. Matcb architect's sample for color, pattem, and texture.a. Finish: Standard all locations.
l. Standard smooth texture for I by 8 by 16 and 8 by 12 by
l6 inch units for all interior locations.
2.02 MORTARANDGROUTMATERIALS
Portland Cement: ASTM C 150, Type l.
Hydrated Lime: ASTM C 207, Type S.
Aggregate for Mortar: ASTM C 144.
YAIL VALLEY MEDICAL CENTER
DEMOLITION AND STRACTURAL FRAME
Construction DocamenE
I July 2NI
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SECTION 01230 REINFORCED CONCRETE MASONRY ANITS
D Crout: ASTM C 476; provide consistency required at time of placement to fill completely all spaces
indicated to be grouted.
L use fine grout in spaces less than 2 inches in least horizontal dimension.2. Use coarse grout in spaces 2 inches or more in least horizontal dimension.
2.05 MISCELLANEOUSMASONRYACCESSORIES
A. Prism Testing: Test masonry prisms in accordance with ASTM E 2t47, Method B, for wall types as
follows:
l All construction.
a. Procedure: Prepare two sets of prisms; test one set at 7 days and one set at 28 days.b. Concrete masonry prisms: Fabricate with height+o-thickness ratio ofnot less than
1.33 and not more than 5.0; apply correction factor as specified in ACI
530.I/ASCE 6 if ratio is other than 2.0.
B. Flexural Bond Strength: test masonry prisms for flexural bond strength in accordance with ASTM E
5 18, with tooled joins facing downward.
PART 3 - EXECUTION
3.OI INSTALLATIONPROCEDURES
A. Concrete Masonry Units: Do not wet concrete masonry units prior to laying.
B Reinforcement and Anchorage: Before placing metal milsonry accessories, remove loose rust, dirt,
and other coatings.
C. Masonry Thickness: Build masonry to accommodate the work of other trades, including chases and
recesses a; shown or:equired. Provide not less than 8 inches of masonry between jambs of openings,
chases, recesses and expansion joints.
I . Build single-wythe walls to actual thickness of masonry units.
D. Chases and Recesses: Build masonry to accommodate the work of other trades, including chases and
recesses as shown or required. Provide not less than 8 inches of rnasonry between jambs of openings
and chases and r€c€sses.
E. Openings for Access, Equipment and Services: Leave openings in masonry as required for
subsequent installation of doors, windows, equipment and services. Make openings in desigrated
locations and in exact size required, ifknown; otherwise, leave rough openings in approximate size
required and complete masonry work after installation of equipment, matching adjoining masonry.l. All masonry openings shall have reinforced concrete masonry bond beams as shown in
detail 1302. sheet S1.3.
F. Cutting: Where cutting is required, use power saws to provide clean, sharp, unchipped edges.L Do not use wet cutting techniques with concrete unit masonry.
3.02 CONSTRUCTIONTOLERANCES
A. Variation from Plumb: Do not exceed the following constuction tolerances in vertical elements,
including surfaces of walls, columns, and arises:
1. ll4 inchin l0feet.
2. 3/8 inch in one story height, or 20 feet, whichever is less, except Ii4 inch for extenral
comers, expansion joins, and other highly conspicuous vertical elements.
VAIL UALLEY MEDICAL CENTER
DEMOLITION AND STRACTARAL FMME
Construction Docarrgnfi
9 ru$ 2001
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SECTION 01230 NEINFORCED CONCRETE MASONRY UNITS
3. l/2 inch in 40 feet or more.4. Plus or minus l/4 inch in l0 feet l/2 inch maximum, for vertical alignment of head joints.
B. Variation from Level: Do not exceed the following construction tolerances for bedjoints and lines of
exposed lintels, sills, parapets, horizontal grooves, and other conspicuous horizontal elernents:1. l/4 inch in one bay or in 20 feA maximum.2. l/2 inch in 20 feet or more.
C' Variation from Plan Lines: Do not exceed t}le following horizontal construction tolerances for related
portions of columns, walls, and partitions.
l. ll2 inch in any bay or 20 feet maximum.2. 3/4 inch in 40 feet or more.
D. Variation in Cross Section: Do not exceed the following construction tolerances for thickness of
walls and other masonry elements:l. Minus l/4 inch.3. Plus 1/2 inch.
E. Variation in Mortar Joint Thickness: Do not exceed the following colstruction tolerances for
thickness of mortar joints:
I . Bed joints: Plus or minus l/8 inch.2. Head joints: Minus l/4 inch, plus 3/8 inch.
3.03 MASONRYCONSTRUCTION.GENERAL
A. The basic wall reinforcing is as follows:l. # 6 @ 16" o,c. vertical in solid grouted cells with 9 gage horizontal joint reinforcing at 16"
o.c. in exterior walls.2. 2#5 in bond beam @32" o.c. spaced vertical in 8" cmu. Place bars v€rtical in one layer.3. 4-#5 in bond beam @32" o,c. spaced vertical in 12" cmu. Place 2 bars in each face 2518"
from the exterior.4. 28 day prism srength shall not be lessthan tS00 psi.5. See sections for additional wall reinforcing.
B. Layout Lay out masonry for accurate pattern bond, for uniform joint widths, and for accurate
location ofspecific features before beginning actual construction. Avoid use of masonry units of less
than % size. Do not us€ units with less than nominal 4 inch horizontal face dimensions at comers and
jambs.
C. Pattcrn Bond: Lay exposed masonry in pattem bonds indicated on drawings.L Lay all masonry in running bond.2. Interlock wythes at comers and offsets in each course with masonry bond beams.
D. Stopping Work: Lay masonry in proper sequence to avoid toothing. Rack walls back in each course
at end of each work day. Before resuming, clean exposed surfaces and remove loose masonry units
and mortar.
E. Built-in Work: As work progresses, build in items indicated for installation in masonry, filling around
built-in items solidly with masonry.l. Filljoints between masonry and metil frames solidly with mortar, unless specific conditions
are otherwise detailed.
2. At locations where built-in items are to be connected to hollow unit masonry, solidly grout
cores to provide adequate anchorage.
UAIL UALLEY MEI'ICAL CENTER
DEMOLNION AND STNACTUML FMME
Con$ruaion Doumenls
9 July 2001
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sEcnoN 01230 REINFORCED CONCRETE MASONRY Al{jTS
3. Unless otler conditions are specifically detailed, solidly grout cores for at least 24 inches
below bearing plates, lintels, and similar features and conditions.
Expansion and Control Joints: Build in movement joints where indicated, installing accessory itcrns
as masoffy is consffucted
I . Install prefabricated elastic joints in accordance with Division 7 specifications.2. Install non-elastic joint fillers as indicated.3. Do not exceed 24 feet between expansion joints.
3.M LAYING MASONRY UNITS
Hollow Masonry Units: Install so that face shells are solidly mortared, horizontally and vertically.
Bed webs solidly in mortar at starting course.l. Bed webs solidly in mortar at cores to be grouted.
Joints: Make mortar joints visually and dimensiona y consistent.
I . Except as othenvise indicated, maintain mortar joint widths of 3/8 inch.
Concealed Joints: Cut flush, unless otherwise detailed.
Exposed Joints: Using concave jointer slightly larger than joint width, tool exposed joints before
mortar has assumed final set.
Resetting: Do not pound, tap, or otherwise attempt to adjus masonry units after initial set has
occurred. Remove units which require adjusting, clean thoroughly, and reset in fresh mortar.
3.05 JOINT REINFORCEMENT, SINGLE.WYTHE WALLS
General: Provide continuous horizontal joint reinforcement for specific single-wythe masonry walls
indicated. Lap reinforcing a minimum of 6 inches.
Vertical Spacing: Not more than 16 inches on center.
Continuity: Use prefabricated L-shaped and T-shaped sections at comeni and intersections. Do not
span movement joints with reinforcement.
3.06 INSTJLATION
lnstall granular insulation for masonry walls as specified in Division 7.
3.07 INSTALLING REINFORCED IJNIT MASONRY
Preparation: Clean reinforcement bars ofloose rust; do not use bars which have nrsted excessively or
which have bends or kinks not shown on drawings.
Placing Reinforcement: Secure rcinforcement accurately at locations indicated and to avoid
displacement; minimum spacing between bars or to masonry surfaces shall be bar diam eter y. lrtrch
for fme grout % inch for coarse grout.
Splicing: Provide lapped splices of minimum size indicated or p€rmitted by governing code at
locations shown; other methods or locations must be approved by the architect.
YAIL UALLEY MEDICAL CENTER
DEMOLITION AND STNACTAML FMME
Constnacfron Docurrnnt
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SECTION U230 RE I N FORCED CON C RETE MAS ONRY ANITS
D. Formwork: Constnrct formwork where required for temporary support of reinforcement is required in
mortar joints, adjust joinr thickness to provide not less than % inch of mortar between reinforcement
and masonry surfaces.
E. Mortar Joints: Where reinforcement other than prefabricated joint reinforcement is required in mortar
joints, adjustjoint thickness to provide not less than % inch of mortar between reinforcement and
masonry surfaces.
F. Reinforced Hollow Unit Masonry: Maintain vertical continuity of core or cell cavities to be grouted.
Keep cavities clear of mortar, including bed area of first course, to provide minimum clear dimension
indicated, to provide minimum clearance and grout coverage for vertical reinforcement bars, and to
provide direct grout contact with supporting surfaces.l. At bond beams or other horizontally reinforced masonry, provide special masonry units or
saw units to accommodate reinforcement.2. Contractor option: Fill all cores with gout in lieu of closing core spaces below bond beams
and providing mortar bedding of masonry cross webs.
3,08 GROUTING
A. Grouting Standard: Grout reinforced masonry in accordance with requirements of ACI 530.I/ASCE
6.
l. Do not pour grout until mortar has cured sulliciently to withstand grout pressure:2. Use grouting techniques that comply with chapter 2l of the 1997 Uniform Building Code.
Provide clean-outs at all grout locations.
3.09 FIELD QUALITY CONTROL
A. Compression Tests: Test masonry prisrns for each wall type indicated, conducting sampling and
testing in accordance with ASTM E 447, Method B, and as follows:
| . Prepare one set of prisms for testing at 7 days and one set at 28 days. Testing at 28 days will
not be required if 7-day tests indicate that 28-day strength will be equal to or greater than
required minimum ultimate compressive strength.2' Concrete unit masonry prisms: Match preconstruction prisms in height-to-thickness ratio.3. Prepare and Gst prisms for each 5,000 square feet of masonry installed.
B. Flexural Bond Strength: Test masonry prisms for flexural bond strength in accordance with ASTM E
518, with tooled joints facing downward, and as follows:l. Conduct test for each 5,000 square fcet of masonry installed.2. Acceptable results shall be not less than the following:a. 50 psi.
C. Report test results in writing, and in the form specified under applicable test method, to both the
architect and the contractor not later than the day after the test is conducted.
3.IO REPAIRINC MASONRY
A. Replacement Carefully remove areas of damaged masonry and replace with matching, undamaged
units using mortar which matches original work.B. Pointing: As joints are being tooled, remove mortar with visible holes or mortar which cannot be
compacted properly because ofhidden voids, and replace with fresh mortar, filling each joint
completely and tooling to match adjacent work.
3.II CLEANING AND PROTECTION
VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STRACTARAL FMT.IE
Constnction lrocarrstE
9 JuIy 2lMI
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I A. Clean masonry after mortar is thoroughly set and cured.l. Scrape off adhered mortar particles by hand, using non-metallic tools.
I 2. Test cleaning methods on half of sample panel, leaving other half in original state.|
" r"Tis;iffiil:iff;T,T'*iffi*#i'""ff:ff#ilf,Hsi#m'dHl;,ry
immediately after cleaning.
I 5. Use bucket and brush hand-cleaning method described in BIA Technical Notes No. 20
I Revised for brick masonry, except use detergent mixture only.6. Comply with directions of concrete unit masonry manufacturer and NCMA Tek Bulletin No.
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45 for cleaning CMU.
I B. Protection: Institute protective measures as required to ensure that unit masonry wor* will be clean
and undamaged at substantial completion.I
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I HLM,EIMN-A VAILVALLEYMEDICALCENTERr rrEMoLITIoNANDsrRacraRAL FMME
Consfi uctlon l)ocatncn8
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SECTIONO'I2O STNACTANALSTEEL
I SECTION05I20-STRUCTURALSTEEL
I PARTI -6ENERAL
I.O RELATEDDOCUMENTS
I A. Drawings and general provisions of ContracL including Specification Sections, appty to this Section.I
I.OI DESCRIPTIONII A. Work Included: This Section includes fabrication and erection of structural steel work, as shown on
drawings including schedules, notes and derails showing size and location of members, typical connections,
and types of steel required.
f l. Structural steel is that work defined in American Institute of Steel Construction (AISC) "Code of
_ Standard Practice" and as otherwise shown on drawings.
I I.O2 QUALITY ASSURANCE
I A. Reference Standards: Comply with provisions of following, except where more strigent requirements are
I showr or specified:
I I. American Institute of Steel Construction (AISC)"Code of Standard Practice for Steel Buildings
and Bridges.',
-I 'ut, l":;:::"::J"#::J,J:i:::::;#:::,"-
;tr 4. American Welding Society (AWS) Dl.l "Srudural Welding Code - Steel."
I 5. ASTM A 6 "General Requirements for Delivery of Rolled Steel Plates, Shapes, sheet Piling and
Bars for Structural Use."
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I B. Qualifications for Welding Work: Qualiff welding procedures and wetding operators in accordance with
AWS "Qualifi cation' requirements.I
I l. hovide certification that welders to be employed in work have satisfactorily passed AWS
qualification tests.
I 2. lf re-certification of weldcrs is required, rc-fesdng will be Confactofs responsibility.
I.O3 SUBMITTALS
t A, General: Submit the following in accordance with Conditions of Contract and Division I Specification
S*tions.
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SECTIONOSI2O yTRACTARALSTEELB. Product data: Submit manufacturet's specifications and installation instructions for following products.
Include laboratory test reports and other data to sbow compliance with specifications (inchJing specified
standards).
l. Structural steel (each type), including certified copies of mill reports covering chemical and
physical properties.
2. High-strength bolts (each type), including nuts and washers.
3. Structural steel primer paint.
4. Non-shrink gout.
C. Shop- drawings: Including complete details and schedules for fabrication and assembly of struchlal steel
members, procedures, and diagrams.
l. Include details of cuts, connections, camber, holes, and other pertinent data. Indicatc welds by
standard AWS symbols and show size, length, and type of each weld.
2' Show all field connections (bolted and welded) on shop drawings. Details shail be shown in such
a manner that all connections necessary for a complete assembly are on the shop drawings so that
no reference back to the sbucnral drawings is required.
3. Use of the structural drawings as part of the shop drawings is prohibited. All drawings will be
independent of the structural drawings.
4. Provide setting drawings, templates, and directions for installation of anchor bolts and other
anchorages to be installed as work of other sections.
I.O4 DELIVERY, STORAGE, AND HANDLING
A. General: Deliver materials to site at such intervals to ensure unintemrpted progrcss of work.
B. Storage: Store materials to permit easy access for inspection and identification. Keep steel members off
ground by using pallets, platformg or other supports. Pnotect steel members and paciaged materials fiom
erosion and deterioration. lf bolts and nuts become dry or rusty, clean and re-lubricate before use.
I' Do not store materials on structure in a manner that might cause distortion or damage to members
or supporting structur€s. Repair or replace danaged materials or stuctures as directed.
PART2. PRODUCTS
2,OI MATERJALS
A' Metal Surfaces, General: For fabrication of work that will be exposed to view, use only matcrials that are
smooth and free of surface blemishes including pitting, rust and scale seam marks, roller marks, rolled
trade names, and roughness. Remove such blemishes by grinding, or by welding and grinding, prior to
cleaning, treating, and applying surface fmishes.
VAIL UALLEY MEDICAL CENTER
I'EMOLITION AND STNACTUNAL FRAME
Cowtrudion Docunu ta
9 July 2NI
ELM9TMTT4M 05120-2
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sEcTroN 05120 STRACTARAL STEEL
B. Strnctural Steel: ASTM 4992, Gr. 50.
C. Angles, plates: ASTM A,36.
D. All Threaded Rods (Anchor Bolts): ASTM A 449-105.
E. Structural Tubing, Cold Formed: ASTM A 500; Grade B, ff = 46 ksi.
F. Seamless Steel Pipe: ASTM A 53; Grade B, fr = 36 ksi.
G. High-Strength Threaded Fasteners: Heavy hexagon structural bols, heavy hexagon nuts, and hardened
washers,
as follows:
l. Quenched and tempered medium-carbon steel bolts, nuts, and washers, complying with ASTM A
325.
H. Electrodes for Welding: Comply with AWS Code.
A. Shop Fabrication and Assembly: Fabricate and assemble Struchral assernblies in shop to greatest extent
possible. Fabricate items of structural steel in accordance with AISC Specifications and as indicated on
final shop drawings. Provide camber in stnirctural members where indicated.
l. Properly mark and march-mark materials for field assembly. Fabricate for delivery sequ€,nce that
will expedite erection and minimize field handling of materials.
2. Where finishing is required, complete assembly, including welding of units, before start of
finishing operations. Provide finish surfaces of members exposed in final shuchre free of
markings, burrs, and other defects.
B. Connectiolrs: Weld or bolt shop connections, as indicated.
C. Field connections: Bolted, except where welded connections or other connections are indicated.
l. hovide high-strength threaded fasteners for all bolted connections.
D. High-Strength Bolted Construction: Install high-srength threaded fasteners in accordance with AISC
Specifications for "Sfiuctural Joints using ASTM A 325 or A 490 Bolts".
l. All bolts are A 325-N, unless noted Type "SC".
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I. Structural Steel himer Paint: SSPC - Paint l; Code compliant.
J. Non-shrink, Non-Metallic Grout: Comply with CRD-C-621 and ASTM C-1090. Grout shall develop nor
I . less than 9000 psi compressive strength in 28 days.
r 2.02 FABRICATIoN
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DEMOLINON AND STNACTUNAL FMME
ConsrrucTion Document
9 JuIy 2lN1
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I MEDICAL CENTERI PHASE ItI EXPANSIOI{/
I RENOVATION
tI SPECIFICATIONS
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II o,*"?,iili,tr:t::;"';Y:,'o,o*,
Construction Documents
HLM Project No. 980071.04 Town of !a!! rr r
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SECTION OOOO2 Seak and Signatures
l'*'f***********{i{"tf+*****:}***++****,t ********+***********:t *,*'t ******************rt rr+r++r**'r:F*:r*
I hereby certifu that the portion of this technical submission
described below was prepared by me or under my direct
supervision and responsible charge. I am a duly Registercd
Archilect under the laws of the State of Colorado.
Russell A. Sedmak
Discipline: Architecr
Reg. No.: 8-2758
Signatrre
Pages or sheets covered by this seal:
Specification Sections: Division l, Division 2, Division 4,
Section 07141, and0fl2l0
Drawing Sheets: 000 through A)OO(
Date issued: 07-09-01
:l******+******:******+*******'i*****f++*:t t r.*******+**irri.rF*i.*rttr***+********:t 'r**liri(*r!**r.t *'t 't *****
I hereby cerdry dnt the portion of this technical submission
described below was prepared by me or under ny direct
supervision and responsible charge. I am a duly Registered
hofessional Engineer under the laws ofthe State ofColorado.
Steven E. Bierbach
Discipline: Sfuctural Engineer
Reg. No.: 1963E
Signature
Pages or sheets covered by this seal:
Specilication Sections: 03300,04230,05120,05312,05400
Sructural Design Calculations
Drawing Sheets: Sl.0 thmugh S5.4
Date issued:07-09-01
*'F t*r.***i.********!t*rt!.:f****,|******+***:r**:hr*****+++**!*r.*:t,t !********,t*++*****:r*:r***!F***rtr*!r**++{.
VAIL UALIEY MEDICAL CENTER
DEMOUTION AtlD STRACTUML F&AME
Constuctian Docamutts
9 JaIy 2lMI
R}MAK \O
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RUSSELL A.
SEDMAK
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DocaMEFtr0u03
TABIE oF CaNTENTS
DIV I S IO N I - GEN ERAL REQU IREM ENTS
............SUMMARY
0l140 ..........WORK RESTRICTIONS
01250 ..........................C0NTRACT MODTFICATTON PROCEDT.JRES01290................ ......................pAyMENTpROCEDr.JRES01320................. .....CoNSTRUCTION PROGRESS DOCUMENTATION
01322
01330
01400
01500
CONSTRUCTION PHOTOS
SIJBMITTAL PROCESS
...... QUALITY REQUIREMENTS
.....,................... TEMPORARY FACILITES AI{D CONTROLS
04200
04230
0sr20
o5312
054{m
01731 CUTIING AND PATCHING
..... CONTRACT CLOSEOUT PROCEDI,JRES
01780
01785
........................ CONTRACT CLOSEOLTT SLJBMITTALS
...........,........OPERATON AND MAINTENANCE MATERIAL
DIVISION 3. CONCRETE
03300 CONCRETE
DIVISION 1. MASONRT
IjNIT MASONRY ASSEMBLIES
REINFORCED CONCRETE MASONRY TINIT
DIVISION 5. METAIS
STRUCTURAL STEEL
STEELDECKING
COLD FORMED METAL FRAMINC
DIVI SION 7 . TNERMAL AND MOISTARE PROTECTION
07141........................COLD FLt]ID APPLIED WATERPROOFING
vt2to BI,JILDING hISIJLATION
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ENDoF D0CaMENTUNN3
VN L VALIEY MEDICAL CENTER
D EM OUT IO N AND STRU CTA ML FRAM E
Cowtndion Document
9 IaIY 2MI
HI.TT 98ilNLO4 MM3.I
I SECTTON 01100 SUMMARY
SECTION OlIOO - ST]MMARY
I PARTI -GENERAL
I I.I WORKCOVEREDBYCONTRACTDOCUMENTS
I A. Work covers demolition and construction of 60,000 GSF addition to Vail Valley Medical
t Center located at l8l West Meadow Drive in Vail, Colorado.
I B. Additional requirements of all Parties to the Contract. Refer to Conditions of the Contract.
I Where specific provisions of the General Conditions are referenced herein, those references are- for the convenience of the Parties and specifically do not exclude other requirements,
I obligations and provisions ofthe General Conditions.
I
1.2 CONTRACTS
t A. Work of the various subcontractors wilt be executed under subcontract agreements with the
Construction Manager. All work will be perforrned under the direction and control of the
I Construction Manager, who is responsibls to the Owner for the faithful performance andI execution ofthe entire work.
I 1.3 WORKBY OTTTERS
I A. Security System: Installation of building security will be conracted by the owner. Coordination
I with this system will be required by the sub --contractors to the extent indicated on ther Construction Documents.
I
1,4 OWNER-FURNISI{EDPRODUCTS
I A. Products furnished by Owner include:
I l. Furnishings and Equipment
a
I B. Owners Responsibilities:
I 1. Arrange for and deliver necessary shop drawings, product data and samples, as Owner
I supplied products effect the Construction Documents.! 2. Arrange and pay for product delivery to the site, in accordance with the construction
schedule.
I 3. Receive and unload products at the site, except as otherwise noted.r 4. Handle products at the site, including uncrating and storage, except.ts otherwise noted.5. Submit claims for transportation damage.
t 6. Arrange for replacement of damaged, defective, or missing items.I
HLM 98471.04 VNLVAILW MEDICALCENTER O11OO,I
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7. Arrange for manufacturer's warranties, bonds, service, inspections, as required.
r 8. Assemble, install, connect, adjust, test and calibrate and finish products.
r C. Contractor's Responsibilities:
I L Coordinate installation of Owner-furnished products with other portions of the Work.! 2. Designate submittal and delivery date for each product affecting construction schedule.3. Review submittals of Owner-fumished products and verify rough-in requirements. No-
I tify Architect of discrepancies that would affect installation and iough-ini.ll 4. Protect products from damage.5. Mechanical:
I a. Afford Owner's forces a reasonable opportunity for introduction and storage of
f their products and the execution of their work. Where required, Contractor shall
properly connect his work to theirs.b. Repair or replace items damaged by Contractor.r
I 1.5 woRK SEQT.IENCE
I- A. Sequence and stage new work in accordance with approved Construction Schedules.
I B. Perform demolition and alteration work of existing building in stages to accommodate Owner'sr use of premises as follows:
I I . Demolition and structural work will affect the existing building. Coordinate all site,
I building operations, and utility disruptions with Owner, a minimum of two weeks, prior
to work commencing. Ensure that disruption to existing building operations are mini-
mized during the construction duration period.
C. Construct Work as necessary to provide for public and tenant convenience.
t l. Do not close offpublic use of existing facilities until completion of one stage of con-r struction will provide altemative usage.
r 2. Proposed changes to site access and building usage should be documented on a plan, and
I approved by the Owner and Architect.I 3. Do not close or obstruct public roadways without prior approval of locat police and safety
authorities and coordination with Owner's use of the site.
I I.6 CONTRACTOR USE OFPREMISES
I A. Confine operations at site to areas permitted by Law, Ordinances, Permits, and Contract
Documents.
I B. Do not unreasonably encumber site with materials or equipment.
C. Do not load sfucture with weight that will endanger stnrcture.Ir
VAI L VAILEY MEDICAL CENTER
DEM O LTTI O N AND STRA CTU BAL F RAM E
Constuction Documcnts
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HLIhI980071-U 01100-2
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-- D. Assemble full responsibility for protection and safekeeping of products stored on premises.
I E. Move stored products which interfere with operations of Owner.t
F. Obtain and pay for use of additional storage or work areas needed for operations.
I G. Limit use of site for Work and storage as follows:
I l. Restrict work and storage to construction areas indicated on Drawings.
fl 2. Restrict parking to areas designated by Owner.3. Do not perform operations that would interrupt or delay Owner's daily operations.
I 4. Maintain Owner, and public access at all times to existing buildings, parking, drives and
walks.t' 5. Restrict construction personnel from access to other areas of site and existing building ar-
I eas, except as required to perform new and alterations Work.
I
- 1.7 owNER OCCUPANCY
r A. Owner will occupy existing building during entire period of construction for the conduct of
Owner's normal, daily operations. Cooperate with Owner's representative in all construction
I operations to minimize conflict and to facilitate Owner usage.
I B- Contractor shall conduct his operations to insure least inconvenience to Owner's operation.
I C. Contractor sball take precautions to avoid excessive noise or vibration that would disturb
Owner's operations. When directed by Owner, Contractor shall perform certain operations at
r designated time of day or night in order to minimize disturbance to Owrrer's operations.
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1.8 PARTTAL OWNER OCCUPANCYI
f A. Schedule operations for completion of designated portions of Work for Owner's occupancy
prior to Substantial Completion of entire Work.
I B. Owner will occupy designated areas for purpose of installing owner purchased equipment or
rnishings, and for resuming existing operations.
I C. Prior to occupancy, execute Certificate of Substantial Completion for each desigtated area.
D. After Owner occupancy, Contractor shall provide:
: l. Access for Owner's personnel, and public.
2. Temporary partitions and barricades required to limit and control access to other con-
I struction areas, if applicable.
I 3. Operation of IIVAC and electrical systems until Substantial Completion of entire Work.
4. Maintain property insurance until Substantial Completion of entire Work.
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I DEMOUTIONANDSTRACTARALFRAME
I Cotutttction Docamon:ts
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E. Upon occupancy ofa designated area, Owner will provide:
I l. Custodial services.r 2. Security.
3. Maintenance.I
PART 2 - PRODUCTS (NOTAPPLTCABLE)
PART 3 - DGCUTION (NOT APPLTCABLE)
r END OF SECTION O1IOO
SAMMARY
HItr[ q&OWI.U VNLUALLEY MEDICALCENTER O11OO4
DEMOIf,NON AND STRUCTARAL FRAME
Consfiuction Documents
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SECTION 01140 WORK RESTRICTIONS
SECTION OII4O - WORK RESTRICTIONS
PART I -GENERAL
RELATED DOCI.JMENTS
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division I Specification Sections, apply to this Section.
USE OFPREMISES
Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of site
beyond areas in which the Work is indicated.
l. Limits: Confine constructions operations to areas indicated on drawings.2. Owner Occupancy: Allow for Owner occupancy of site and use by the public.3' Driveways and Entrances: Keep driveways and entrances serving premises clear and
available to Owner, Owner's employees, and emergency vehicles at all times. Do not use
these areas for parking or storage of materials.
a. Schedule deliveries to minimize use of driveways and entrances.b. Schedule deliveries to minimize space and time requirements for storage of
materials and equipment on-site.c. Clean adjacent parking lots and roadways, and remove dirt and debris deposited as
a result of daily construction operations.
Use of Existing Building: Maintain use of existing building, by owner and occupants,
througbout construction period. Repair damage caused by construction operations. Protect
building and its occupants during construction period.
1.3 OCCUPANCYREQT]IREMENTS
A. Full Owner Occupancy: Owner will occupy site and existing building during entire
construction period. Cooperate with Owner during construction operations to minimize
conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's
operations.
B. Partial Owner Occupancy: Owner reseryes the right to occupy and to place and install
equipment in completed areas of the new building, before Substantial Cornpletion, provided
such occupancy does not interfere with completion of the Work. Such placement of eguipment
and partial occupncy shall not constitute acceptance of the total Work.
1. Construction Manager will prepare a Certificate of Subsuntial Completion, to be signed
by Architect, for each specific portion of the Work to be occupied before Owner
occuPancy.
HLM 980071-M VAILVAILEY MEDICALCENTER
DEMOLITION AND STRUCTARAL FRAME
Constraction Docwnanfi
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sEcTroN 01140 WORKRESTRICTIONS
2. Obtain a Certificate of Occupancy from authorities having jurisdiction before Owner
occupancy.
3. Before partial Owner occupancy, mechanical and electrical systerns shall be fully
operational, and required tests and inspections shall be successfully completed. On
occupancy, Owner will provide, operate, and maintain mechanical and electrical systems
serving occupied portions of building.4' On occupancy, Owner will assume responsibility for maintenance and custodial service
for occupied portions of buitding.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECTTTION (Not Used)
END OF SECTION OII4O
VAI L UALLEY M EDI CAL C ENTER
DEMOI.ITION AND STRACTURAL FRAME
Constructian Doc aments
9 July 2(NI
HLM98M7bA 01140-2
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I SECT/ON01210 4LLOWANCES
I SECTTON 01210 - ALLoWANCES
I PART l -cENERALI
I I.I STMMARY
I A. The Contactor shall include in his Contract Sum the Cash Allowances specified.
I B' Items covered by these allowances shatl be supplied for such amounts and by such persons as'!r the Owner or Architect may direct.
I C. Expenditures from Cash Allowances shall be only upon written authorization of the Architect,r! approved by the Owner. Expenditures shall be kept within amounts set forth, unless specific
authorization of Architect and approval of Owner provides otherwise.
I D. Any unexpended balances of Cash Allowances shall revert to the Owner in the final settlement
of the Contract.
I 1.2 CONTRACTOR'SRESPONSIBILITIES
I A. Coordinate installation of allowance items with related building sp.rces, materials, equipment- and scheduling.
I B. Provide adequate storage space! construction space and access to Work for allowance items.!
C. Notify allowance item suppliers or subcontractors of required delivery dates and installation
I periods established on p.oi".t construction schedule.I D. Obtain proposals from suppliers when requested by Architect.
I E. On notification of selection, execute purchase agreenrent with designated supplier.
r F. Arrange for and process Shop Drawings, Product Data and Samples.
Ir G. Upon delivery, promptly inspect products for damage or defects and submit claims for
transportation damage.
t H, Install and finish products in accordance with requirements of referenced specification sections,
r 1.3 TYPEOFCASHALLOWANCE
I A. Allowances specified include net cost ofproduct, delivery and unloading at site and applicable
I taxes. Where specffied below, allowances shall also include installation costs.
VAI L VALLEY M EDI CAL C ENTER
DE M O UN ON AND STRA CTANAL F NAM E
Consbttction Docurne nts
9 JulY 2001
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I SECTrONol2lo ALLOWANCES
I B. Contractor shall include in his Contract Sum, Contractor's costs for overhead and profit andr costs for handling and installation, except where installation is specified to be a part of the
t allowance.
I C. Installation shall include handling at site, uncrating, storage, protection, labor, installation,
_ finishing and other expenses required to complete installarion.
I D. The extent of work included under each subcontract allowance and extent of allied work
performed by Contractor is described below.
I 1.4 TESTING AND INSPECTION ALLOWANCES
I A. Costs Included in Testing and Inspecting Allowances: Cost of engaging a testing and inspecting
agency; execution of tests and inspecting; and reporting results.
I B. Costs Not Included in the Testing and Inspecting Allowance, but krcluded in the Contract Sum:I
1. Costs of incidental labor and facilities required to assist testing or inspecting agency.
I 2. Costs of testing services used by Contractor separate from Contract Documint require-I ments.
3. Costs of retesting upon failure of prcvious tests as determined by Architect.
I C. PaymentProcedures:
r L Submit three copies of the inspecting or testing firm's invoice with next application for
t z. F:tT*"" on approval by Architect.
I D. Testing and Inspecting Allowances Schedule:I
l. Include in Contract Sum the cash sum of $,l!Jgg_ for payrnent of testing laboratory
services specified in Section 01460.I
I END OF SECTTON 01210
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DEM OLIN ON AND STRA CTA RAL F MM E
Construction Docwne nts
9luly 2Nl
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r SECTIONOL2SO CONTRACTMODIFICATIONPROCEDURES
I SECTIoN 01250 - coNTRAcT MoDIFIcATIoN PRocEDURES
r PARTI-GENERAL
I I.I RELATEDDOCT]MENTS
I A. Drawings and general provisions of the Contract" including General and Supplementary
I Conditions and other Division I Specification Sections, apply to this Section.
I r.2 SUMMARY
r A. This Section specifies administrative and procedural requirements for handling and processing
I Contract modifications.
B. Related Sections include the following:
t 1. Division I Section "Allowances" for procedural requircments for handling and
processing allowances.
I- 1.3 MINoRcHANcEs IN TIIEwoRK
I A. Architect will issue through Construction Manager supplemental instructions authorizing Minor
- Changes in the Work, not invotving adjustment to the Contract Sum or the Contract Time, on
AIA Document G71 0, "Architect's Supplemental Instructions"
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t.4 PROPOSAL REQUESTS
I
t A. Owner-Initiated Proposal Requests: Architect will issue through the Construction a detailed
description of proposed changes in the Work that may require adjustrnent to the Contract Sum
I or the Contract Time. If necessary, the description will include supplemental or revised
I Drawings and Specifications.
r 1. Proposal Requests issued by Architect through Construction Manager are for information
I and pricing only. Do not consider them instructions either to stop work in progress or to
execute the proposed change, unless specifically agreed upon by Owner and Architect.
2. Within ten (10) working days, or as otherwise required by Architect, after receipt of
I Proposal Request, submit a quotation estimating
"ost
adiustrrents to the Contract Sum
I and the Contract Time n@essary to execute the change.
|| a. Include a list of quantities of products required or eliminated and unit costs, with
f total amount of purchases and credits to be made. U requested, furnish survey data
to substantiate quantities.
b. Indicate applicable taxes, delivery charges, equipment rental, and amounts oftrade
I discounts.
HLM 9E(N71.M VAILVALLEY MEDICALCENTER 01250.1
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SECTION 01250 CONTRACT M ODI F I CATI ON PROCEDA RES
c. Include an updated Contractor's Construction Schedule that indicates the effect of
the change, including, but not limited to, changes in activity duration, start and
finish times, and activity relationship. Use available total float before requesting
an extension of the Contract Time.
Contractor-lnitiated Proposals: If latent or unforeseen conditions require modifications to the
Contract, Contractor may propose changes by submitting a request for a change to Owner and
Architect.
I' Include a statement outlining reasons for the change and the effect of the change on the
Work. Provide a complete description of the proposed change. Indicate the effect of the
proposed change on the Contract Sum and the Contract Time.2. Include a list of quantities of products required or eliminated and unit costs, with total
amount of purchases and credits to be made. If requested, furnish survey data to
substantiate quantities.
3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade
discounts.
4. Include an updated Contractor's Construction Schedule that indicates the effect of the
change, including, but not limited to, changes in activity duration, start and finish times,
and activity relationship. Use available total float before requesting an extension of the
Contract Time.
5. lomply with requirements in Dvision 1 Section "hoduct Requirements" if the proposed
change requires substitution of one product or system for product or ryst". rpecified.
Proposal Request Form: Use AIA Document G709 for proposal Requests.
ALLOWANCES
Allowance Adjustment: To adjust allowance amounts, base each Change Order proposal on the
difference between purchase amount and the allowance, multiplied by final measurernent of
work-in-place. If applicable, include reasonable allowances for cutting losses, tolerances,
mixing wastes, normal product imperfections, and similar margins.
l. Include installation costs in purchase amount only where indicated as part of the
allowance.
2. ff requested, prepare explanation and documentation to substantiate distribution of
overhead costs and other margins claimed.3. submit substantiation of a change in scope of work, if any, claimed in change orders
related to unit-cost allowances.4. Owner reserves the right to establish the quantity of work-in-place by independent
quantity survey, nreasure, or count,
Submit claims for increased costs because of a change in scope or nature of the allowance
described in the Contract Documents, whether for the Purchase Order amount or Contractor's
handling, labor, installation, overhead, and profit. submit claims within 2l days of receipt of
the Change Order or Construction Change Directive authorizing work to proceed. Owner will
reject claims submitted later than 30 days after such authorization.
VAI L VALIEY M EDI CAL CENTER
DEMOUNON AND STRACTARAL FRAME
Construttion Docwnene
9IulY 2NI
HLM9EN7I.M 01250-2
I SECTTON 01250 0aNTRACT MODTFTCAUON PROCEDURES
I I ' Do not include Contractor's or subcontractor's indirect expense in the Change Order costI amount unless it is clearly shown that the nature or extent of work has changed from whatI 2 i''J:lH;: rr":T::ff1,,'il11.y,"#l::'* $*:HTj,".ffffi1.'o, n,un",- or ,ower-I priced rnaterials or systems of the same scope and nafure as originally indiJated.
I 1.6 CHANGE ORDER PROCEDURES
I A. On Owner's approval of a Proposal Request, Architect will issue a Change Order for signatures
I of Owner and Contractor on AIA Document G701.
I r.7 CONSTRUCTTONCHANGEDIRECTTVE
A. Construction Change Directive: Architect may issue a Construction Change Directive on AIA
I Document G?14. Construction Change Directive instructs Contractor to proceed with a changer in the Work, for subsequent inclusion in a Change Order.
I l. Construction Change Directive contains a complete description of change in the Work. It
I also designates method to be followed to determine change in the Contract Sum or the
Contract Time.
I B. Documentation: Maintain detailed records on a tirne and material basis of work requircd by the
Construction Change Directive.
I r' ffiL:#Jilir,itTft-i.jti#J"T,:"#ttff;rt and supporting data necessarv to
I PART 2 - PRODUCTS (Not Used)
I PART3 -HGCUTION (Not Used)
I Er{D OF SECTTON 01250
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SECTION OI29O PAYMENT PROCEDARES
SECTION 01290 - PAYMENT PROCEDURES
PART 1-GENERAL
I.I RET.A,TED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and otherDivision I Specification Sections, appty tothis Section.
ST]MMARY
This Section specifres administrative and procedural requirements necessary to prepare and
process Applications for Payment.
Related Sections include the following:
l. Division I Section "Allowances" for procedural requirements goveming handling and
processing of allowances.2. Division I Section "Contract Modification Procedures" for administrative procedures for
handling changes to the Contract.3. Division I Section "Construction Progress Docurnentation" for administrative
requirernents goveming preparation and submittal of Contractor's Constnrction Schedule
and Submittals Schedule.
I.3 DEFIN]TIONS
A. Schedule of Values: A statenrent fumished by Contractor allocating portions of the Contract
Sum to various portions of the Work and used as the basis for rcviewing Contractor's
Applications for Payrnent.
1.4 SCHEDIJLEOFVALI.]ES
A. Coordination: Coordinate preparation of the Schedule of Values with preparation of
Contractor's Construction Schedule.
l. Correlate line items in the Schedule of Values with other required administrative forms
and schedules, including the following:
a. Application for Payment forms with Continuation Sheets.b. SubmittalsSchedule.
2. Submit the Schedule of Values to Architect and Owner, through Construction Manager at
earliest possible date but no later than seven days before the date scheduled for submittal
of initial Applications for Payment.
UA]L UALLEY MEDICAL CENTER
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SECTION 01290 PAYMENT PROCEDARES
Format and Content: Use the Project Manual table of contents as a guide to establish line items
for the Schedule of Values. Provide at least one line item for each Specification Section.
l. Identification: Include the following Project identification on the Schedule of Values:
Project name and location.
Name of Architect.
Architect's project number.
Contractor's name and address.
Date of submittal.
2. Arrange the Schedule of Values in tabular form with sepilrate columns to indicate the
following for each item listed:
Related Specification Section or Division.
Description of the Work.
Name of subcontractor.
Name of manufacturer or fabricator.e. Nanre of supplier.f. Change Orders (numbers) that affect value.g. Dollar value.
l) Percentage of the Contract Sum to nearest one-hundredth percent, adjusted
to total 100 percent.
3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued
evaluation of Applications for Payment and progress reports. Coordinate with the Project
Manual table of contents. Provide several line items for principal subcontract amounts,
where appropriate.
Round amounts to nearest whole dollar; total shall equal the Contract Sum.
Provide a separate line item in the schedule of values for each part of the work where
Applications for Payment may include materials or equipnrnt purchased or fabricated
and stored, but not yet installed.
a. Differentiate between items stored on-site and items stored off-site. Include
evidence of insurance or bonded warehousing if required.
hovide separate line items in the Schedule of Values for initial cost of materials. for each
subsequent stage of completion, and for total installed value of that part of the Work.
Allowances: Provide a separate line item in the Schedule of Values for each allowance.
show line-item value of unit+ost allowances, as a product of the unit cost, multiplied by
measured quantity. Use information indicated in the Contract Documents to determine
quantities.
Each item in the Schedule of Values and Applications for Payment shall be complete.
Include total cost and proportionate share of general overhead and profit for each item.
a. Temporary facilities and other major cost items that are not direct cost of actual
work-in-place may be shown either as separate line items in the Schedule of
Values or distributed as general overhead expense, at Contractor's option.
4.
5.
UAIL VALLEY MEDICAL CENTER
DEMOUTI ON AND SIRACTARAL FMME
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SECTION 01290 PAYMENT PROCEDARES
9. Schedule Updating: Update and resubmit the Schedule of Values before the next
Applications for Payment when Change Orders or Construction Change Directives result
in a change in the Contract Sum.
APPLICATIONS FOR PAYMENT
Each- Application for Payment shall be consistent with previous applications and payments as
certified by Architect and Construction Manager and paid for by Owner.
1. ktitial Application for Payment, Application for Payment at time of Substantial
completion, and final Application for payment involve additional requirements.
Payrnent Application Times: The date for each progress paynrcnr is indicated in the Agreement
between Owner and Contractor. The period of conshtcti,on Work covered by each Apllication
for Payment is the period indicated in the Agrerment.
Payment Application Forms: Use AIA Document G702 and AIA Document G703 Continuation
Sheets as form for Applications for Payrnent.
D. Application heparation: Complete every entry on form. Notarize and execute by a person
authorized to sign legal documents on behalf of Contractor. Architect will return incomplete
applications without action.
l. Entries shall match data on the Schedule of Values and Contractor's Construction
Schedule. Use updated schedules if revisions were made.2. Include amounts of Change Orders and Construction Change Directives issued before last
day of construction period covered by application.
Transmifial: Submit 3 sigred and nourized original copies of each Application fo'r Payment to
Architect by a method ensuring receipt within 24 hours. One copy shall include waivers of lien
and similar attachments if required.
l. Transmit each copy with a transmittal form listing attachments and recording appropriate
information about applicaion.
Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's
liens from subcontractors, sub.subconfiactors, and suppliers for construction period covered by
the previous application.
l. Submit partial waivers on each item for amount r€quested, before deduction for retainage,
on each item.
2- when an application shows completion of an item, submit final or full waivers.3. Owner reserves the rigbt to designate wbich entities involved in the Work must submit
waivers.
4. Waiver Delays: Submit each Application for Payrrent with Contractor's waiver of
mechanic's lien for construction period covered by the application,
UAI L VALLEY MEDI CAL CENTER
DEMOUNON AND STRACTTJRAL FRAME
Constntction Documc nts
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SECTION 01290 PAYMENT PROCEDURES
a. Submit final Application for Pa)'rnent with or preceded by final waivers from
every entity involved with performance of the Work covered by the application
who is lawfully entitled to a lien.
5. Waiver Forms: Submit waivers of lien on forms, executed in a manner acceptable to
Owner.
G. Initial Application for Payment: Administrative actions and submittals that rnust precede or
coincide with submittal of first Application for Payment include the fotlowing:
1. List of subcontractors.
2. Schedule ofValues.3. Contractor's Construction Schedule (preliminary if not final).4. Products list.
5. Allowances.
6. Submiuals Schedule (preliminary if not final).
7 . List of Contractor's staff assignments.8. List of Contractor's principal consultants.9. Copies of building permits issued.10. Copies of authorizations and licenses from authorities having jurisdiction for
performance of the Work.
ll. Initial progress report.
12. Repon of preconstnrction conference.13. Certificates of insurance and insurance policies if such policies arc being provided by
Contractor.
14. Data needed to acquire Owner's insurance.15. lnitial settlement survey and damage report if required.
H, Application for Payment at Substantial Completion: After issuing the Certificate of Substantial
Completion, submit an Application for Payment showing 100 percent completion for portion of
the Work claimerd as substantially complete.
l lnclude docurnentation suppo'rting claim that the Work is substantially complete and a
statement showing an accounting of changes to the Contract Sum.2. This application shall reflect Certificates of Partial Substantial Completion issued
previously for Ovrner occupancy of designated portions of the Work.
I. Final Payment Application: Submit final Application for Payment with releases and supporting
documentation not previously submitted and accepted, including, but not limited, to the
following:
l. Evidence of completion of Project closeout requirernents.2, Insurance certificates for products and completed operations where required and proof
that taxes, fees, and similar obligations were paid.
3. Updated final statement, accounting for final changes to the Contract Sum.4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims."5. AIA Docunrent G706A, "Contractor's Affidavit of Release of Liens."6. AIA DocumentG707,l'Consent of Surety to Final Paynrent."7. Evidence that claims have been settled.
VAI L VALIEY MEDICAL C ENT E R
DEMOLTTION AND STRUCTAML FMME
Constructian Docaments
9 JalY 2NI
HLM 98U71-04 0129(M
I SECTION01290 |AYMENThROCEDURES
I 8. Final meter readings for utilities, a measured record of stored fuel, and similar data as ofI date of Substantiil Completion or when Owner took possession of and assumedI e fi:'"",t'Jlllj:'.:ffifl"Tff:;ffii"S.:T***I
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END OF SECTION OI29O
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Cottsfuiction Doc ttttu nts
9labWI
01290-5
I SECTION OI32O CONSTRT]CTION PROGRESS DOC(JMENTATION
I SECTTON 01320 - CONSTRUCTTON PROGRESS DOCLTMENTATION
I PARTI-cENERALI
I I.I SUMMARY
I A. Procedures for preparation and submission of Contractor's construction schedules for the Work
1| and periodic updating.
I B. Critical action report of required Owner and A,/E actions or decisions.
- 1.2 RELATED SECTIONS
I A. General Conditions (paragraph 3.10)I
B. Schedule ofValues - Section 01295.
I C. Construction Photographs - Section 01322.
I D. Shop Drawings, Product Data and Samples - Section 01330.
I
I.3 FORMOFSCHEDULES
I A. Pnepare in horizontal bar chart form, or Prepare network analysis system using the critical pathr m€thod, as outlined in The Associated General Contractors of America (AGC) publication
"The Use of CPM in Construction - A Manual for General Contractors".
f 1. Separate bar for each Eade or operation,2. Identify first workday ofeach week.
t B, Prcpare in chronological order of start of each item of work.
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I C. Identify each item by major specification section number or trade.
I r.4 CONTENTOFSCHEDT.JLES
A. hovide complete sequence of construction activity.
I l. Indicate dares forbeginning and completion ofeach activity.2. Indicate projected percentage of completion for each iter[ as of first day of each month.
I 3. Identify major milestones including dates for Notice to hoceed, pre-installation confer-I ences, pre{ontriact closeout conference, Architect's punch list, facility start-up activities,
operating system instructions and demonstrations, commissioning activities, Regulatory
- Agency of Jurisdiction inspections, Substantial Completion.
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HI]14 98OO7I.O4 UNLUALLEY MEDICALCENTER OI3^GI
I DEMOUNONANDSTRACN]RALFRAME
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I SECTION 01320 CONSTR(JCTION PROGRESS DOCUMENTATION
I B. Product delivery schedule. Indicate dares for:
I I . Delivery of products specified by allowances.
t 2. Delivery of Owner-furnished products,
3. Contractor's receipt of rough-in information required for coordination of products fur-
nished by others.
I 4. Installation ofproducts furnished by others. Identify major categories and unique equip-I nrent items separately,
l, C. Include calendar days from date of start of project to date of completion.J
I 1.5 CRflCAL ACTION REPORT
I A. hovide a separate sur rury report of dates for required Owner and Architect actions or deci-
I sions that would affect construction schedule.
I
I.6 REVISIONS TO SCHEDULES
! A. Submit schedule updates and graphically illustrate the progress ofeach activity to date of sub-
mittal, and projected completion date of each activity.
I B. Identify activities modified since previous submittal, major changes in scope, and other identifi-
able changes.
I C. Provide narrative report to define problem areas, anticipated delays, and impact on Schedule.
Report colrective action taken, or proposed, and its effect including the effect of changes on
r schedules of separate contfirctors.
I
1.7 SUBMITTALS
I A. Submit initial schedules and critical action report within 15 days after date of Notice to hoceed.
I B. Submit monthly revised schedules accurately depicting progress to flrst day of each month.
I Submit with application for payment submittal.
I C. Submit monthly revised critical action report concurrent with construction schedule zubmittat.
r D. Submit number of copies reguired by Contractor, plus 2 copies to be retained by Architect (l
- copy) and Owner (l copy).
I
PART2-PRODUCTS
I N.TAPP'.ABLE
I PARr3 -ExEcurroN
HLI,| 98ffi71-U
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DEMOUTI ON AND STRACN]RAL FRAME
Constttctbn Documen8
9InIt 2001
0r32&2
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I END oF sEcrroN ol32o
CONSTRUCTI ON PROGRESS DOCAM ENTATI ON
NIn[98M71.U VAILVALLETMEDICALCENTER OIJ^O.3
DEMOUTION AND STRACTARAL FRAME
Constnction Documents
9ldt2mI
I SECTION 01322 CONSTRUCNON PHOTOS
!
t sEcTroN 01322 - CONSTRUCTTON PHOTOGRAPHS
I PARTI-cENERALr
t 1.1 SI,JMMARY
t A. Pre-consfuctionphotographs.
I B. Monthly consnuction photographs.
C. Periodicconstructionphotographs.If D. Final Completion construction photographs.
I r.2 St BMrTrArs
I A. Identification:
t 1. Submit key plan of Project site and building with noration of vantage points marked for location
and direction of each photograph. Indicate elevation or story of constuction. Include the same
label information as the conesponding photographs. Plan shall be reviewed and approved by Ar-
I 2. Htll- of each print, provide an applied label or rubber-stamped impression with the following
information.
I a. Name of hoiect.
b. Name of Architect.
c. Name of Contractor.
I 3. 3*:fi:;rit*trrf$nt indicarins locarion, direction (by compass point), and ereva-
- tion or story of construction.
t B. Construction Photographs: Submit prins of each photographic with each job pmgress r€port, but not less
than once per month. Photographs shall be taken at the sarne time each month to document construction
I progress. Additional photographs are to be taken at critical points of construction, as directed by Archi-
I tect.
I
l. Format: 8-by-I0-inch (203-by-254-mm) smooth-surface maue prints on single-weight commer-
f| z. ii3#i,ttfrht a complete set of phorographic negatives in protective envelopes as a project
Record Document. Identiry date photographs were taken.
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I PART3.HGCI,ITIoN
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SECTION 01322 CONSTRUCTION PHOTOS
CONSTRUCTION PHOTOGRAPHS
Field Office Prints: Retain one set of prints of progress photographs in the field office at Project site,
available at all times for reference. Field photographs are to be in a photo book, with clear protective
pages. Photographs are to be sequential, with date included. Identify photographs the same as for those
submitted to in the Monthly Progress Repon.
Preconsfuction Photographs: Before starting construction, take color photographs of Project site and sur-
rounding properties from different vantage points, as directed by Architect.
l. Take photographs to show existing conditions adjacent to the property before starting the Work.2. Take photographs of existing buildings either on or adjoining the property to accurately record the
physical conditions at the start of conssuction.3. Architect and Construction Manager will coordinate vantage points for the initial photographs.
Final Completion Construction Photographs: Take color photographs after date of Substantial Comple-
tion for submission as Project Record Documents. Archit€ct will direct photographer for desired vantage
points.
END OF SECTION 01322
VAI L VALIEY MEDI CAL C ENTER
D EM O U TION AND STRA CTUML F RAME
Constactia n Do curnerr#
9IUIY 2rm
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SECTION 01330
SECTION OI33O - SUBMTTTAL PROCEDURES
PART I -GENERAL
SUBMITTAL PROCESS
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I.I SI.IMMARY
A. Procedures for submittal of Shop Drawings, Product Data and Samples required by Contract
Documents.
B. Quality Control Submittals.
C. Schedule of submittals.
1.2 RELATED SECTIONS
A. General Conditions - paragraph 3.12.
B. Manufacturer's Installdion Instructions - Section 01600.
C. Contract Closeout Submittals - Section 01770 and 0l?g0.
I.3 DEFINTNONS
A. Shop Drawings: Refer to General Conditions, subparagraph 3.12.1.
B. hoduct Data: Refer to General Conditions, subparagraph 3.12.2.
C. Samples: Referto General Conditions, subparagraph 3.12.3.
D. Quality Control Submittals: Informational submittals that pertain to quality control and which
do not require review and approval by Architect and are to be retained in prolect file only. If
reviewed, project information will be reviewed for compliance with the Contract Documents
only. The review will not constitute a detailed review of adequacy of submitted desigrr calcula-
tions. The appropriateness and accuracy of calculations is the responsibility of the bontractor
(and Contractor's professional engineer when such calculations are iequired to be professionally
sealed). Examples of quality control submittals:
l Design data and calculations.2. Test reports.3. Certificationsandcertificates.
4, Manufacnrer'sinstructions.
5. Manufacturer's field reports.6. Qualifications of Installer.
VAI L UALLEY MEDICAL CENTER
DEMOUTION AND STRACTAML FRAME
Construction DrcwenK
9 July 2(NI
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I 14 sHoPDRAwrNGs
I A. Prepare project-specific information, drawn accurately to scale. Prepare drawings in a clear and
I thorough manner. Title each drawing with hoject name.
B. Identify plans and details by reference to sheet number and detail, schedule or room numbers
I shown on Contract Documents.r
C. Identify field dimensions; show relation to adjacent critical features or Work.tf D. Do not reproduce Contract Documents for use as Shop Drawings.
I E. Electronic copies of CADD Drawings of the Contract Documents will provided by ArchitecV
I Engineer, on a one-time basis, for Contractor's use in preparing Shop Drawings. To obtain
electronic copies of CADD drawings, the contractor will have to sign Architect's release waiver
I and pay a nominal fee to be determined by Architect which is commensurate with the costs in-
f curred by the Architect for preparation, formatting and file transfers to the contractor.
l. If the Contractor obtains or receives electronic copies of the CADD Drawings, Contractor
I shall not rely upon the electronic copies or re-use, alter or modify such elecionic copies.f 2. Contractor further agrees to (1) Pay (or forego payment on its own behalf the cost oD and
(2) indernnify and hold harmless Owner and Architect from claims arising from any use,
I re-use, alteration or modification of such electronic copies.
t 3. Contractor shall only obtaih electronic copies of CADD Drawings pursuant to a written
agreement with the Owner in a format agreed to by Architect and agrees that in all events
the most current printed version of the Drawings governs over any electonic version.
- I.5 PRODUCTDATA
' A. Manufacturer's standard drawings, details and diagrams:
I l. Modify drawings to delete information which is not applicable to Work.I 2.
;i:t.Polffiil..andard
information to provide additional information specifically applica-
I B. Manufacturer's standard printed descriptive data:
I l. Clearly mark each copy to identify pertinent materials, products or models.
I 2. Show dimensions and clearances required.
3. Show performance characteristics and capacities.
.. 4- Show factory installed wiring or piping diagrams and controls.
I 5. Show utility connection and rough-in requirenrcnts.!r 6. Include manufacturer's installation insftuction.
7- Indicate compliance with trade and testing agency standards.Ir
1.6 SAI,IPLES
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DEMOUTION AND STRACTARAL FRAME
C ottsb-ttctbn Docwne rrls
9IaIy 2Ml
01i30-2
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I A. Submit full range of manufacturer's standard colors, textures and patterns for Architect's selec-
Ilon.
I B. Identify manufacturer's samples with manufacturer's name, item, use, type, project designation,
- specification section or drawing detail reference, color, range, texture, finish and other pertinent
. data.
f C. Identify related and adjacent construction that will impact the product installarion orfunction.
I D. Identify potential coordination issues that may be apparent to manufacturer.
I E. Size and extent of field and fabricated samples as specified in respective specification sections.
t F. Erect,field Samples at Project site, at Iocation acceptable to Architect. Fabricate each sample
:
completeandfinished.
r t.7 QUALITY CONTROL SUBMmTALS
I A. Submit quality control information as indicated in respective Specification sections.I l. Design data or calculations requhing professional certification shall be properly sealed
I and signed by a registered professional engineer in State of Colorado.
t 2. Submit test reports in accordance with requirements.3. Submit manufacturer's installation instructions.rt B. Submit in same numner as Product Data, except as otherwise specified above.r
I 1.8 coNTRAcroR REspoNsIBrLrrrESr
A. Review Shop Drawings, Product Data Samples and similar submittals prior to submission. Ini-
I tial, sign or stamp, certifying to review of submittal for compliance with Contract Documents
t and indicating Contractor's approval of submittal. All copies of subminal are to be reviewed,
and stamped by contractor. All submittals that do not bear the Contractor's stamp will be re-
I turned by the Architect, without review.
B. Verify:
I 1. Field measurements.
I 2. Field construction criteria.3. Catalog numbers and similar data,
.. 4. Conformance with Contract Documents.
I 5. Completeness of submittal.
C. Coordinate each submittal with requirements of Work and of Contract Documents.
-t D. Notify Architect, in writing at time of submission, of deviations in submittals from requirements
of Contract Documents.
r HLM 98U7r-U VNLVALIfrY MEDTCALCENTER 01330-3
DEM O UTI ON AN D STRA CTA RAL F MM E
Corxbtabn Documents
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I SECTION 01330 SUBMITTALPROCESS
I E. Begin no fabrication or work which requires submittals until return of submittals with Archi-
tect/Lngineer's stamp and initials or signature indicating review.
I F. The Contractor's responsibility for errors and omissions in submittals is not relieved by the Ar-- chitect's review of submittals.
I G. The Conhactor's responsibility for deviations in submittals from requirements of Contractf Documents is not relieved by the Architect'slEngineers review of submittals unless the Archi-
tect gives written acceptance of specific deviations.Ir I.9 SI.JBMITTALREQUIREMENTS
I A. Concurrent with submittal of Construction Progress Schedule, prepare and submit a schedule
for submittal of Shop Drawings, Product Data,-Samples anA quafty Control Submittals. h-
- clude tbe following:
I l. Dates Contractor's submittals will be submitted to Architect.2. Dates submittals will be required for Owner-furnished products.
I 3. Dates reviewed submittals will be required from Arcbitect.I
B. schedule submittals in such sequence as to cause no delay in the work.I
I C. Make submittals promptly in accordance with approved schedule.
I D. Submit number of copies of Submittals as follows:
- 1. Shop Drawings: Submit one opaque print. Architect will mark on the same print as con-
tractor, then make 3 copies, Architect will retain one copy, Contractor will retain two
I copies, one of which is to be kept for Owner. The fourth copy will be for the sub-
contractor.
2. hoduct Data: Submit 4 copies of Product Data. Architect will retain one copy. Con-
t ffi:"Jr#Htr[two
copies, one of which is to be kept for Owner. The fourth copy will
3. Samples: Submit 2 sets of samples.
I 4. Quatity Control Subminals: Unless otherwise specified, submit 2 copies of Quality Con-
I trol submittals concurrent with Shop Drawing and hoduct Data submittals.
I E. Accompany submittals with dated transmittal letter containing.
r l. Projecttitle and number.
.. 2. Contractor's name and address.
I 3. Name and submittal identification number of each submitted Shop Drawing, hoduct
Datur4 Sample or Quality Control Submittal.4, Notification of deviations from Contract Documents.
f F. Submittals shall include:
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SECTION OI33O
1.10
A.
B.
c.
1.11
A.
SABMITTAL PNOCESS
1. Date and revision dates.
2. Project title.
3. Names of Architect, Contractor, subcontractor, supplier and manufacturer.
4. Identification of product by specffication section number.
5. Relation to adjacent structure, materials or other critical features.
6. Field dimensions, clearly identified as such.7. Applicablereferencestandards.
8. Identification of deviations from Contract Documents, if any.
9. Contractor's stamp, initialed or signed, certifying to review and approval of submittal,
verification of field measurernents, compliance with Contract Document$ and coordina-
tion with requirements of Work.
10. Submittal identification number composed of 5 digit specification section number plus a
sequential number. Resubmittals shall include same numbering sequence, and identified
with a sequential letter to identify latest submittal. (Example: Original Submittal:08800-
l, Resubmittal: 0880G1A.)
Coordinate submittals into logical groupings to facilitate interrelation of Products and Systems:
l. Finishes requiring selection of colors, textures or patterns.
2. Associated items of systems which require correlation for efficient function and installa-
tion.
Coordinate subrnittals for related parts of the Work so processing will not be delayed because of
need to review submittals concurrently for coordination.
Provide complete submittals in accordance with requirenrcnts of respective Specification sec-
tions. Partial or incomplete submittals will be retumed, without review, for resubmission,
fucbitect reserves the right to withhold action on a submittal requiring coordination with other
subminals until related submittals are received.
RESUBMITTAL REQI.'IREMENTS
Revise initial drawings or data and resubmit as specified for initial submittal.
Indicate changes which have been made since previous submittal.
Submit new Samples as specified for initial submittal.
DISTRIBUIION OF SIJBMTTTALS AFTER REVIEW
Copy and distribute reviewed copies of Shop Drawings and Product Data which carry Archi-
tect's stamp as follows: Contractor's file, job site ftle, Record Docurnents file, other prime
contrarctors, subcontractors, supplier and fabricator.
I.I2 ARCHTTECT'SACTIONS
UAI L VALLEY M EDI CAL C E NTER
D E M O UTI ON AN D STRA CTANAL F MM E
Constntction Do cuments
9JuIYmI
HLM 98Um-U 01330-5
! SECTION OI33O SABMITTALPROCESS
f A. Architect will review Shop Drawings, Product Data and Samples in accordance with General
Conditions, subparagraph 4.2.7. The Architect will return the following to Contractor:
I l. Three copies of Shop Drawings.It' 2, Three copies of hoduct Data.
',
3. One sample.
I B. Architeo will not take responsive action on quality control or informational submittals except to
require resubmission of incorrect or incomplete information.
f C. Architect will return Shop Drawings within 7 working days of receipt of Contractor's complete
submittal.
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Corrstruction Docu.ments
9 Ju$ 2NII
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0rc3e6
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t sEcTroN 01400 - QUALTTY REQUTREMENTS
I PART1 -GENERAL
I 1.1 sT;MMARYI
A. Qual$Assurance/Control.
f B. Manufacturers' Field Services
I C. Examination of conditions.
t D. heparation of substrate.
f 1.2 RELATED SECTIoNS
I A. Conditions of the Contract: Inspection and testing required by governing authoritiesr
B. Testing Laboratory Services.
I 1.3 QUALTTYASSTJRANCE/CONTROL
I A, Maintain quality control over sub-contractors, suppliers, manufacturers, products, services, site
conditions, and workrnanship, to produce work of specified quality.
I B. Comply with manufacturers' instnrctions, including each step in sequence.I
C. Should manufacturers' instructions conflict with Contract Documents, request clarification from
I Architect before proceeding.
I D. Comply with specified standards as minimum quality for the Work except where more stringent
I tolerances, codes, or specified requirenrents indicate higher standards or more prccise
I workmansbip.
r. E. Perform Work by persons qualified to produce required and specified qualrty.
r F. Verify that field measurements are as indicated on Shop Drawings.
I G. Secure products in place with positive anchorage devices designed and sized to witbstandf sffesses, vibration, physical distortion, or disfigurement.
I r.4 MANUFACTT.IRERS'FIELDSERVICES
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SECTION OI4OO
PART 2 - PRODUCTS (NOT APPLTCABLE)
PART3 -DGCUTION
QUALrry REQATREMENTS
When specified in respective Specification section, require manufacturer to provide qualified
personnel to observe field conditions, conditions of surfaces and installition, quality of
workmanship, and to make appropriate recommendations.
Representative shall submit wriften report to Architect listing observations and
recommendations. Report shall include observations and site decisions or instructions given to
applicators or installers that are supplemental or contrary to manufacturers' written instructions
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2.1 EXAMINATION AND PREPARATION
Verify that site conditions and substrate surfaces are acceptable for subsequent Work.
Beginning new Work means acceptance of conditions.
Clean and prepare substrates as specified in individual Specification Sections and as
recommended by product manufaenrrer.
Unless otherwise specified, apply rmnufacturer required or recommended substrate primer,
sealer, or conditioner prior to applying new material or substance in contact or bond.
EI{D OF SECTION OI4OO
UAI L UAILEY M EDI CAL CENTER
DEMOUTION AND STRUCTARAL FRAME
Construction DocumenK
9 July 2MI
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HLM98U7T4M U't00-2
I SECTIONOLSM TEMPORARY FACILITIESANDCONTROIS
I sEcrroN01500-TEMpoRARyFACTLTTTESANDcoNTRoLSI
I PARTI-cENERALI
I I.I SUMMARY
I A. TemporaryUtilities.
I B. Temporary Controls.
C. TemporaryFacilities.r
1.2 PROJESIIDENTIFICATION
f A. Provide project sign that complies with local regulations, of exterior grade plywood with rne-
dium density overlay and wood fiane construction, painted, with lenering by professional sign
I painter to the Architect's design and colors.
B. List title of project, names of the Owner, the Architect, Architect's Consultants, Construction
I Manger, Mechanical Subcontractor, and Electrical Subcontractor.
r C. Erect on site at location designated by the Owner.
I D. No other signs are allowed except those required by law or approved by the Owner and Archi-t tect.
I 1.3 CONTRACTOR'S BUILDINGS
I A. The building of temporary structures will be permitted only at such places as approved by the
I Owner and Architect.
I r.4 TEMPoRARYoFFTcESI
A- Pnovide and maintain temporary field ofhce during entire construction period. Shell space and
I utilities for field office witi Ue irovided by rhe Orier.I
I 1.5 TELEPHONEANDCOMMT.INTCATIONSERVICE
I A' Telephone and facsimile services for Construction Managers use will be provided by ther- Owner.
I B. Provide electronic mail service in Contractor's field office including neressary Internet service,
r computer, modem and software.
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SECTION 01500 TEMPORARY FACILITIES AND CONTROIS
TEMPORARY WATER
Temporary water system required for completion of work wilt be provided by the owner.
In-stall branch piping with taps located so that water is available throughout project site by use
of hoses.
Provide hoses for conveyance.
TEMPORARY ELECTRICITY AND LIGHTING
Provide temporary electrical connections service required for completion of project. Electrical
utility service will be provided by the Owner.
Provide necessary temporary wiring for distribution.
Provide adequate artificial temporary lighting for areas of work when natural light is not ade-
quate for work, and for areas accessible to public.
I.8 TEMPORARY IIEAT AND VENTILATION
A. Provide temporary heat and ventilation as reguired to maintain adequate environnrental condi-
tions to facilitate progress of Work, to meet specified minimum conditions for installation of
materials, and to protect materials and finishes from damage due to temperature or humidity,
B. Provide adequate forced ventilation of enclosed areas for curing of installed materials, to dis-
perse humidity, and to prevent hazardous accumulations of dust, fumes, vapors or gases.
c. Portable heaters shall be standard approved units complete with controls.
D. Pay costs of installation, maintenance, operation and removal, and pay costs for fuel consumed.
E. Operate Permanent system only as required for testing and balancing except that perrnanent
equipment may be used for final dry out only after dust producing operations are complete.
Mechanical engineer of record shall evaluate when dust-producing operations are completg and
recommend tbe tinre at wbich pennanent mechanical system may be used. Use of permanent
system shall not affect warranty period, which shall start at final acceprance of all Work.
F. Provide construction filters for permanent systems until final acceptance of Work.
I.9 SANITARYFACILITIES
A. Install adequate temporary chemical toilets at time Work is commsnced. Do not use toilets in
existing Building.
B' Maintain facilities in compliance with applicable health laws and regulations. Keep in clean
and sanitary condition.
VAI L VAIf,EY M EDI CAL C ENTER
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I SECTION OISM TEMPORARY FACIUTIES AND CONTROI.S
t C. Upon completion of Work, rcmove temporary sanitary facilities.
- D. New building facilities may not be used during any portion of the construction period, unless
I specifically agreed to by Owner and Architect.
I I.IO CONSTRUcTIoNAIDS
I A. Furnish and maintain temporary stairs, ladders, ramps, scaffolds, hoists, runways, derricks and
I chutes as required for proper execution of Work.
B. Such apparatus, equipment and construction shall meet requirements of applicable Federal,
I State and local Safety and Labor Laws.
I C. Only one of the permanent elevators may be used for temporary construction purposes and shall
I be provided with a temporary enclosure to protect finishes from damage. This enclosure does
I not negate the requirement for protective covering as described in Section 14240. Ary such en-r closure shall be turned over to the Owner upon Final Completion. Any damage to the elevator
and/or it's finishes during construction shall be repaired by the Construction Manager to the Ar-
t chitect's and Owner's satisfaction,r
I 1.11 GUARDRATLS, BARRICADES ANDTEMPORARY COVERINGS
A. Provide guardrails, handrails, and covers for floor; roof and wall openings; and stairways; all in
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accordance with applicable Safety Laws.
r B. Provide barricades as required to protect natural resources, existing site features, existing
buildings, adjacent property and passers-by.
t C. At completion of construction, remove guardrails and barricades.
I D. Provide suitable temporary watertight coverings over windows, doors, hatchways and other
I openings as required to protect interior work from inclenrent weather.
I t.rz CoNSTRUCTTONFENCESIBARRIERS
,- A. Provide and maintain construction fences where requiled to ensure site protection and safety.
I B. Provide chain-link or woven wire fence with steel posts and gares.
I C. 48- high, orange polyethylene, open mesh fencing supported with steel posts as required.r D. Maintain fences until completion of project, then remove and restore surfaces.
I.I3 EXTERIORPROTECTION
VAI L VALLEY M EDI CAL C E NT E R
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Provide temporary, insulated, weather-tight closure of exterior openings to accommodate ac-
ceptable working conditions and protection for stored and installed materials and products, to
allow for temporary heating and maintenance of required ambient temperatgres identified in in-
dividual specifications, and to prevent entry of unauthorized persons. Provide access door with
self-closing hardware and locks.
INTERIOR ENCLOSURES
hovide temporary partitions and ceilings to separate work areas from Owner occupied areas, to
prevent penetration of dust and moisture into Owner occupied areas, and to prevent damage to
existing materials, products and equipment.
Construction: Framing and gypsum board sheet materials with closed joints and sealed e.dges at
intersections with existing surfaces; sTC rating of 35 in accordance with ASTM E-90 with
maximum Flame Spread Rating of 25 in accordance with ASTM E-g4.
TREE AND PLANT PROTECTION
Preserve and protect existing nees and plants at site which are designated to remain, and those
adjacent to site.
Consult with Architect, and remove agreed-on roots and branches which interfere with con-
struction. Employ qualified tree surgeon to remove, and to treat cuts.
hovide temporary barriers, 6 ft. high, around each tree, or around each group of fiees and
plants.
Protect root zones of trees and plants:
I . Do not allow vehicular traffic or parking.2. Do not store materials or products.3. Prevent dumping of refuse or chemically injurious materials or liquids.4, Prevent puddling or continuous running water.
Carefully supervise excavatin& grading and fitling, and subsequent construction operations, to
pnevent damage.
Replace existing trees and plants desiguted to remain whicb are damaged or destroyed due to
constnrction operations.
TEMPORARY FIRE PROTECTION
Install and maintain temporary fire-protection facilities. Comply with NFPA 241.
l. Provide fire extinguisbers, installed on walls on mounting brackets.2. Store combustible materials in containers in fire-safe locations.
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DE M O UN ON AND STRA CTURAL F RAME
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3. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fre-
Protection facilities, stairways, and other access routes for fire fighting. Prohibit smok-
ing.
4' Permanent Fire hotection; At earliest feasible date in each area of Project, complete in-
stallation of permanent fire-protection facility, including connected services, and place
into operation and use. Instruct key personnel on use of facilities.5. Develop and supervise an overall fire-prevention and first aid fire-protection program for
personnel at Project site in accordance with governing regulations.
I,I7 PARKINGFACILITIES
A. Restrict parking of construction personnel vehicles to areas designated by Owner.
B. Do not allow construction vehicle parking on completed new paving, except as otherwise ap-
proved by Owner.
I.18 ACCESS ROADS
A. Construct and maintain temporary roads accessing public thoroughfares to serve constnrction
areas.
B. Extend and relocate as Work progress requircs. hovide detours necessary for unimpeded traf-
fic flow.
C. Provide and maintain access to fire hydrants, free of obstructions.
D. Provide means of removing mud from vehicle wheels before entering public streets,
E. Designated existing on-site roads may be used for construction traffic, if prior approval is ob-
tained from Owner.
F. Maintain existing and new roads and walks used in the progress of this work, both within the
limits of the Site and the adjacent areas leading to it, open to havel and in clean condition.
Failure to maintain on-site roads and sidewalks will result in Owner's cleaning of same in the
most expedient manner with costs deducted from Contract sum.
PART2.PRODUCTS
NOTAPPLICABLE
PART3-HGCUTION
NOTAPPLICASLE
0150Gs
I SECTIONO|6OO PRODUCTREQAIREMENTS
I SECTION0I600 - pRoDUcT REQUTREMENTS
I PARr1-GENERAL
I l.l sIMMARYI
A. Material and equipment incorporated into Work:
f 1. Conform to applicable specifications and standards.2- Comply with size, make, type and quality specified, or as specifically approved in writing
I bv Architect.
I 3. Manufactured and fabricated products.
f a. Design, fabricate and assemble in accord with recognized industry standards.
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like parts of duplicate units to standard sizes and gages, to be inter-
c. Two-or more items of same kind shall be identical, by sarne manufacturer.
r I f;1tff[':l]:ffi::U:;T:if"*.", shown or speciried sharr be adhered to
unless variations are specifically approved in writing.
I B. Do not use material or equipment for purposes other than that for which it is designed or is
specified.
!' Lz RELATEDSECTIoNS
I A. Conditions of the Contract - Subparagraphs3.4.l,3.4.2, errld3.12.6.
B. Summary of Work- Section 01100.
f C. Products under Allowances - Section 01210.
I D. Shop Drawings, Producr Data and Samples - Section 01330.
I . Operating and Maintenance Data- Section 01780.
! 13 MANT]FACTURER'S INsTRUcTIoNs
I A. When Contract Documents require that installation of work shall comply with manufacturer'st printed instructions, obtain and distribute copies of such instnrctions to parties involved in
installation, including rwo copies to Architect.
I l. Maintain one set of complete instructions at jobsite during installation and until
completion.
ll 2. Submit Architect's copies with appropriate Product Data submittal.
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Handle, install, connect, clean, condition and adjust products in strict accord with such
instnrctions and in conformity with specified requirements.
1. Should job conditions or specified requirements conflict with manufacturer's instructions,
consult with Architect for further instructions.2, Do not proceed with work without clear instnrctions.
Perform work in accord with manufacturer's instructions. Do not omit prepararcry sreps or
installation procedures unless specifically modified or exempted by contraci Documents.
1.4 TRANSPORTATIONANDHANDLING
A. Arrange deliveries of products in accord with construction schedules. coordinate to avoid
conflict with work and conditions at site.
1. Deliver products in undamaged condition, in manufacturer's original containers or
packaging, with identifying labels intact and legible.2. Immediately on delivery, inspect shipments to assure compliance with requirements of
Contract Documents and reviewed submittals, and that products ure p.opelty protected
and undamaged.
B' hovide equipment and personnel to handle products by methods ro prevent soiling or damage
to products or packaging.
I.5 STORAGEOFMATERIALS
A. Store products in accordance with manufacturer's instructions, with seals and labels intact and
legible. Store sensitive products in weather-tight enclosures; maintain within temperature and
humidity ranges required by manufacturer's instructions.
B- Maintain enclosures in good condition" and remove at completion of work.
C. Provide substantial platforms, blocking or skids to zupport fabricated products above ground.
D. Cover products, subject to discoloration or deterioration from exposurc, with impervious sheet
coverings. Provide ventilation to prevent condensation and degrading of product.
E. Store loose granular materials on solid surfaces in a well-drained area; prevent mixing with
foreign matter.
F. Stor€ materials on site unless otherwise approved by Owner.
G. Do not use building as storage facility unless approved by Owner.
H. Provide additional storage at no cost to Owner in the event that additional storage area is
required beyond that provided by project site.
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DEMOUTION AND STRA CTANAL FNI,UE
Cotatructian Docaments
9.lub 2001
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SECTION OI6OO PRODUCT REQAIREMENTS
Arrange stored materials to provide easy access for inspection.
PRODUCT OPTIONS AND SUBSTITUTIONS
Product Definitions.
hoducts: The term "product" as used in the Project Manual includes materials,
equipment, and systems.
Named Products: Identification of products by naming a model number and
manufacturer.
Standard Quality:
a. Where products are specified by naming model number(s) and manufacturer(s)
only, the named products establish a standard of quality.
b. Where products are specified by Description or Reference Standard and by naming
model number(s) and manufacturer{s), the named produc(s) together with the de-
scription or reference standard establishes a standard of quality,
B.Listed or Named Manufacturers:
Manufacturers listed or named in a product or system specification are those manufactur-
ers considered capable of manufacturing products conforming to the specification re-
quirements.
The "listing" or "naming" of a manufacturer does not imply "acceptance" or "approval"
of any standard product of that manufacturer.
Products of listed or named manufacturers proposed for use shall be comparable to or the
same in all respects to specified make or model number designation of named products
and shall meet or exceed specification requirements.
Product Options
Products specified only by Refercnce Standards or only by Description: any product
meeting those standards or descripions, by any manufabturer.
Products specified by narning several products or manufacturers: any prcduct and manu-
facturer named.
Products speci{ied by naming only one product and manufacturer: no option, unless a
substitution is accepted. Submit a Request for Substitution for any product or manufac-
turer not specifically nanr;d. Substitutions will only be considered if Construction Man-
ager can adequately prove to Architect that the substitution's specification meets or ex-
ceeds specified product. Cost savings or schedule benefits must also be identified. Any
zubstitution request that does not include this information will be rejected.
Products specified by naming one or more products and listing or naming other manu-
facturers: Select any nanred product or a product of a listed or nanpd manufacturer
which meets specification requirements and standard of quality established by the
a. Contract Docurnents are based on use of "narned" base products.
VAIL VALLEY MEDICAL CENTER
DE M OUTI ON AND STRACTURAL F RAM E
ConsfrTrction Docaments
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SECTION 0|600 PRODACT REQAIREMENTS
Proposed products of listed or named manufacturers that do not rneet the specifi
cation requirements of the "named" base product(s) will not be considered unless a
Request for Substitution ofthe proposed product has been accepted by Architect in
accordance with requirements of Contract Documents.
By using a product other than the "named" base product, Contractor represents that
he will be responsible for adjustments to fit product to Work and for providing ad-
ditional work, equipment, and services required by use of product, at no additional
cost.
b.
5. Products specified by Description, Reference Standard and naming several products or
manufacturers: Any product and manufacturer named meeting those descriptions, stan-
dards and specification requirements. Submit a Request for Substitution for any product
or manufacturer not specifically named.6. If colors, patterns and textures of a "named" product are specified, Architect reserves
right to require substitution products or products of a named manufacturer other than
"named" product to match color, pattern and texture of specified "named" product.7. Visual Matching Specification: Where Specifications require matching an established
Sample, furnish a product (and manufacturer) that complies with requirements and
matches Architect's sample. Architect's decision will be final on whether a proposed
product matches satisfactorily.8. Visual Selection Specification: Where Specifications include the phrase "as selected
from manufactur€r's colors, patterns, textures" or a similar phrase, furnish a product (and
manufacturer) that cornplies with other specified requirements.
a. Standard Range: Where Specifications include the phrase "standard range of col-
ors, pattems, textur€s" or similar phrase, Architect will select color, pattem, or
texture from manufacturer's product line that does not include premium items.
b. Full Range: Where Specifications include the phrase "frrll range of colors, pat-
terns, textures" or similar phrase, Architect will select color, pattem, or texture
from manufacturer's product line that includes both standard and premium items.
9. Custom Color Specification: Where Specifications include the phrase "custom color and
pattern", fumish a product that complies with other specified requirements and marches
Architect's custom color and pattem.
D. SubstitutionsPeriod
1. Substitution requests will only be considered during the bidding phase.
E. Substitutions After Execution of Contracr
l. No substitution will be considered after execution of Contract except for non-availabilitv
of specified item due to:
a. Strikes
b. Lockouts
c. Bankruptcy
d. Discontinuedproduction.
VN L VALLEY M EDI CAL C E NTER
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SECTION OL6OO
6.
7.
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9.
PRODACT REQUIREMENTS
e. Proven shortage.
f. Similar occurrences.
Notify Architect, in writing, with substantiating data as soon as non-availability becomes
apParent.
Describe why product is not available.
Describe any cost changes.
Notify in time to avoid delay in construction, or if a delay is incurred identify the associ-
ated delay.
Forward submittal data as required for Requests for Substitutions.
Substitute products shall not be ordered or instalted without written acceptance.
Architect will determine acceptability of substitutions with consent of Owner.
Accepted substitutions shall be in accordance with a Change Order.
F.Requests for Substitutions:
Submit a separate request for each substitution. Document each request with complete
data substantiating compliance of proposed substitution with requirenrcnts of Contract
Documents.
Identify product by Specification Section and Article numbers. Provide manufacturer's
name and address, rade narne, and model or catalog number.
List product description, pedormance and test data and applicable reference standards,
List name and address of similar projeas on which product was used and date of installa-
tion.
Give itemized comparison of qualities of proposed substitution with specified product.
State changes required in other elements of Work because of substitution.
State effect on construction schedute.
List availability of maintenance service, and source of replacenrent materials.
Give cost data comparing proposed substitution with specified product, and amount of
net change to Contract Sum.
G. Contractor's Representation: Request for substitution constitutes a representation that
Contractor.
l. Has investigated proposed product and determined that it is equal to or superior in all re-
spects to specified product.
2. Will provide same warranties for substitution as for product specified.3. Will coordinate installation of accepted substitution into Work, and make such other
changes as may be required for Work to be complete in all respects.4. Waives all claims for additional costs, under his responsibility, related to substitution
which subsequently becomes apparent.
1.7 SI.]BSTTTUTIONSUBMITTALPROCEDI.]RES
A. Submit 3 copies of each Request for Substitution.
B. Architect will review Contractor's requests for substihrtions with reasonable promptness.
UN L VALLEY M EDICAL CENTER
DEMOUNON AND STRACTUML FNE UE
Constntction Documents
9 JuIy 2001
HLM 9&N7I.U 01600-5
I s*crroNot'oo
I C. During Bidding, Architect will record acceptable substitutions in Addenda.
D. Form of Acceptance:
a l. Bidding: Request for Substitution Fonn and Addenda.
I pART3-HGcurroN(NorAppr.JcABLE)
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cable.
E. For accepted products, submit Shop Drawings, Product Data, and Samples in accordance with
Section 01330.
PART2 -PRODUCTS (NOT APPLICABLE)
PRODUCT REQUIREMENTS
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DEMOI.ITION AND STRACTUNAL FMME
Co nstruction Doc uments
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016W-6
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I SECTION 01700 - EXECUTION REQIJIREMENTS
I PARTI -GENERAL
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I.1 ST]MMARY
I A, Examination and preparation.
I B. Field Engineering
I C. Starting and Adjusting.
I D. Conection of the Work.
E. hotection.
I I.2 RELATED SECTIONS
I A. General Conditions - Paragraph 3.2.1.
I B. Cutting and Patching - Section 01731.
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PART2 -PRODUCTS (NOT APPLICABLE)
- PART3-EXECUTIoN
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I 3.1 EXAMTNATTON
I A. Existing Conditions and Utilities: The existence and location of site improvements, under-
I ground and other utilities and construction indicated as existing are not guaranteed.
l. Before beginning work, investigate and verify the existence and location of underground
I utilities, mechanicA and electrical systems and other construction affecting the Work.r 2. Before construction, verify the location and points of connection of utility services.
I B. Unknown Utilities hocedures
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and uncharted utilities arc encountered during excavation, promptly notify
I 2- If it is determined that such utility line has been abandoned, properly cap line at a depth
approved by Architect orremove line if dirccted by Architect.
f 3. If such unknown utilities are encountered and work is continued so as to damage discov-
I ered utilities, Contractor shall repair damage at no cost to Owner.
4. Changes required in Work due to discovery of unknown, underground utilities or ob.
structions will be compensated for in accordance with provisions of the Conditions of the
I Contract.
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SECTION O|7OO
Acceptance of Conditions: Examine substrates,
quirements for installation tolerances and other
Architect those non-complying conditions that
work.
EXECATTON REQA I RE M ENTS
areas, and conditions, for compliance with re-
conditions affecting performance. Report to
can not be corrected by normal preparatory
PREPARATION
Existing Utility hrformation: Furnish information to local utility that is necessary to adjust,
move, or relocate existing utility structures, utility poles, lines, services, or other utility appurte-
nances located in or affected by construction.
Existing Utility Intemrptions: Do not interrupt utilities serving facilities occupied by Owner or
others unless permitted under the following conditions and then only after arranging to provide
temporary utility services according to requirements indicated.
l. Notify Owner not less than l0 working days in advance of proposed utility intemrptions.2. Do not proceed with utility inremrptions without Owner's written permission,
Field Measurements: Take field measurements as requircd to fit the work properly. Recheck
measurements before installing each product. Where portions of the Work are indicated to fit to
other construction, verify dimensions of other construction by field measurenrents before fabri-
cation. Coordinate fabrication schedule with construction progress to avoid delaying the Work.
FIELDENGINEERING
Requirements Included
l. Verifying existing grades, utilities and site appurtenances indicated on Drawings.2. Establishing and maintaining bench marks and reference lines3. Laying out buildings and appurrenances.4. Layrng out site improvenrcnts.
5. Final property survey.
Quality Criteria
1. Surveyor: Contractor shall engage a registered land surveyor registered in the State in
which Project is located, acceptable to Owner, to provide field engineering services, or2. Field Engineer: Provide a trained field engineer capable ofproviding specified field en-
gineering services.
3. Initial services shall include the following:
a. Establish permanent bench marks outside building lines. Establish and maintain
two bench marks, located on the project site, as widely separated as possible.b. Verify locations and levels ofadjacentbuildings and appurtenances.c. Verifybatterboardsatbuildingcorners.
VN L UAILEY M EDI CAL C ENTER
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SECTION 01700 EXECATI ON RESAIREMENTS
d. Verify utility locations, including new construction and existing active and inactive
utilities prior to construction. Verify location and invert elevation at points of con-
nection of sanitary sewer, storm sewer and water service piping.e. Verify outside building lines to ensure conect position of buildings and appurte-
nances on project site. Make required surveys to fix and verify foundation loca-
tions and elevations, column centerlines, walls, pits and trenches.f. Locate and lay out site improvements, including pavements, stakes for grading, fill
and topsoil placement, utility slopes and invert elevations.
During construction, periodically check layouts, equipment locations, lines, levels and
grades.
After foundations are complete, provide a verification survey indicating location of exte-
rior walls and elevations of tops of footings.
Final Property Survey: Prepare a final property survey indicating signifrcant features
(real property) of the Work. Include on survey a certification, signed by surveyor, to ef-
fect that principal lines and levels of project are accurately positioned as shown on sur-
vey'
STARTING ANDADJUSTING
Start equipment and operating components to confirm proper operation. Remove malfunction-
ing units, replace with new units, and retest.
B. Adjust operating components for proper operation without binding. Adjust equipment for
proper operation.
Test each piece of equipment to verify proper operation. Test and adjust controls and safeties.
Replace damaged and malfunctioning controls and equipment
CORRECTION OF TTIE WORK
Repair or remove and replace defective construction. R€store damaged substrates and finishes.
Comply with requircments in Section 01731 - Cutting and Patching
1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up
with marching materials, and properly adjusting operating equiprrent.
Restore permanent facilities used during construction to their original or specifred condition.
Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired
without visible evidence of repair.
PROTBCTION
VNL UALLEY MEDICAL CENTER
DE M OUTI ON AND STRA CTARAL F NAM E
Construction DocamcnE
9 JuIy 2lNI
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SECTION OI7OO EXECUTIO N REQA I REMENTS
A. Maintain bench marks, monuments and other reference points, if disturbed or destroyed, replace
as directed.
B. Protect existing adjacent streets, paving, curbs, and buildings.
C. Protect existing on-site facilities and features, including utility lines, grading, paving and land-
scaping.
D' After materials, equipment and machinery are installed, properly protect Work to prevent dam-
age from subsequent opemtions. Remove protections when no longer needed, prior to comple-
tion of Work.
E. Provide coverings to protect finished surfaces from damage.
l. Cover projections, wall corners, and jambs, sills and soffits of openings subject to dam-
age by subsequent work.2. Protect finished floors and stairs from dirt and damage.
F. hohibit use of waterproofed and roofed surfaces for construction traffic and storage of materi-
als.
G. Keep building entirely waterproof at all times after roof is completed.
H. Damage to existing facilities and site improvements resulting from construction operations shall
be repaired by Contractor without cost to Owner.
.END OF SECTION OITOO
VAIL UALIBY M EDICAL CENTER
DEM OU TI ON AND STRA CTA RAL F RAM E
Constuction Documene
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I SECTION01731 CaTTTNGANDPATCHTNG
I sEcrIoN 0lz3r - currlNc AND pATcHTNGI
I PARTI-cENERALr
I 1.1 SUMMARY
I A. Procedural requirements for cutting and patching.
- L2 RELATEDSECTIoNS
I A, General Conditions - Paragraphs 3.14 and 12.1.I
B. Firestopping for patching fire-rated construction - Section 784t
I C. Sections for specific requirements and limitations applicable to cutting and patching individual
parts of the Work; Specification section for that work.
r.3 scoPE
I A. Execute cutting including excavating, fitting and patching required to complete Work or to:
1. Make several pans fit properly.
I 2. Uncover portions of Work to provide for installation of out of sequence Work.t 3. Remove and replace defective work.4, Remove and replace work not conforming to requirements of Contract Documents.
I 5. Remove samples of installed work as specified for testing.
I 6. Provide penetrations of non-stnrctural surfaces for installation of piping and conduit.
I B. In addition to other confrct requirements, upon written instructions of Architect:I
'' l. Uncover work to provide for Architect observation of covered work.
I 2. Remove samples of installed materials for testing.
I 3. Remove work to provide for alteration of completed work.
C. Do not cut into or cut awav structural rnembers nor excavate beneath foundations or load bear-
I ing structures without notification, and approval from Architect.I
D, Do not cut into or cut away masonry elements or stnrctures without notification, and approval
I from Architect.
I E. Obtain written permission of separate contr,actor whose work will be affected by proposed cut-
I tingandpatching.
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DEMOLXTION AND STRACTARAL FRAME
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I A. Submit written notice to Architect a minimum of l0 working days in advance of executing cut-r ting which affects:
I l. Work of Owner or any separate contractor.I 2-
:ffi,ffLtffi*ty of Work, cutting concrete and steel structuid members, cutting ma-
I 3. Integrity of weather exposed or moisture resistant elements.
f| 4. Efficiency, operation or maintenance of operational equipment.5. Visual qualities of sight-exposed elements.
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I B. Request shall include:
I l. Identification of hoject, description of affected work, necessity for cutting, effect on
I other Wo*, effect on structural integrity of project, description of proposed work. Des-
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I e. Proposed schedule for cutting and parching.
11 2. Alternatives to cutting and patching.
- C. Should conditions of Work, or schedule, indicate change of materials or methods, submit writ-
ten recommendation to Architect, including:
I l. Conditions indicatingchange.2. Recomnrendations for alternative rnaterials or nrethods.
I 3. Submittats as required for substitutions as specified in Section 01600.
D. Submit written notice 10 working days in advance to Architect designaring time work will beI uncovered to provide for observation requested by Architect or t"gulatory agency ofjurisdic-f tion.
I PARTz-PRODUCTS
I 2J MATERT.ALsI
A' For replacement of work removed, comply with Specifications for each specific product in-I volved.r
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DEM OLTNON AND STRACTANAL FMME
Cotrfruction Docamenfi
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01731-2
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I A. Examine existing conditions of Work, including elements subject to movement or damage dur-r ing cutting and patching, and during excavation and backfilling.
I B. After uncovering work, examine conditions affecting installation of new products, or perform-I ance of work.
I C. Do not Proceed until unsatisfactory conditions have been corrected.
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r 3.2 PREPARATION
Ir A. Provide temporary shoring, bracing and support to maintain structutal integrity of affecrcd por-
tion of Work.
It B. hovide protection for other portions of Work.
I C. Provide protection from elements for portion of lVork which may be exposed by cutting andI patching, and maintain excavations free of water.
I 3.3 PERFORMANCE
I A. Execute fitting and adjustment of products to provide finished installation to comply with speci-
t fied products, frmctions, tolerances and finishes.
r B. Execute cuning by methods which will prevent damage to other work and will provide proper
t surfaces to receive installation of repairs and new work.
l. Neatly cut and remove materials, and prepare openings to receive new work.
I 2. Remove nx$onry or concrete in small-sections.-
f 3. Provide shoring, bracing, and other supports to prevsnt movement, settlement, or collapse
of remaining or adjacent wall areas, structure, or facilities.
fl 4. Arrange shoring, bracing, and supports to prevent overloading of structure.r C. Execute excavating and baclfilling by rnethods which will prevent damage to otber work and
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r D. Restore work which has been cut or removed; install new prcducts to provide completed Work
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in accord with requircments of Contract Documents.
I E. Refinish sight-exposed surfaces to provide specified uniform finish to match adjacent finishes.
I l. Continuous Surfaces: To nearcst intersections.
fl 2. Assembly: Entire refinishing.
I F. Fit work airtight to pipes, sleeves, ducts, conduit and other penetrations through surfaces.
I G. At penetrations of fire-rated construction, completely seal voids with fir€stopping materials in
- accordance with Section 07841.
I HI.II980071.A VAILUAITEY MEDICALCENTDR 01731.3
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9 JuIy 2(M1
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CUTTING AND PATCHING
A. Remove debris, rubbish, and materials resulting from cutting and patching operations.
I B. Transport materials and legally dispose of off site.
END OF SECTION 01731
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HLM 9SM71.M VAILUALLEY MEDICALCENTER 017314
DEMOUTION AND STRUCN]RAL FRAME
Constuction DocunenE
9 faly 2MlI
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I SECTION01770 00NTRACTCLOSEOUT?ROCEDURES
I SECTION 01770 - CONTRACT CLOSEOUT PROCEDURES
I PARTI-cENERALI
I 1.r sr.rMMARy
A. Comply with requirements stated in Conditions of the Contract and in Specifications for
I administrative procedures in closing out the Work.r
I 1.2 RELATED SECTIONS
r A. Fiscal provisions, legal submittals and additional administrative requirements - Conditions of
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the Contract.
t B. Partial Owner Occupancy - Section 01100.
I C. Allowances - Section 01210.I
D. Contract Closeout Submittals - Section 1780.
I E. Operation and Maintenance Materials - Section 01285.
I F. Warranties, bonds and closeout submittals required for specific products or work - Respective
I Specification Sections forthat work.
I 1.3 suBsrANTtALcoMPLETroNI
A. When Contractor considers Work is substantially complete, he shall submit to Architect:
t l. A written notice that Work, or designated portion thereof, is substantially complete.2. A list of items to be completed or corrercted prior to final paynrent, the value of items on
I the list, and reasons why the Work is not cornplete.
I 3. Evidence of compliance with requirements of governing authorities.
r B. Within 5 working days after receipt of such notice, Architect will either make an inspection to
t determine stants of completion or notify Contractor of unfulfilled rcquirements.
C. Should Architect determine that Work is not substantially complete.
I l. Architect will promptly notify Cortractor in writing, giving reasons therefore.2. Contractor shall remedy deficiencies in Work, and send second written notice of substan-
I tial completion to Archit€ct.
I 3. Architect will re-inspect Work.
I D. When Architect and Owner concur that Work, or designated portion thereof, is substantially
I complete:
HLM gEOO7I.U VAILVALLEY MEDICALCENTER OI77h1
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Architect will:
^. Sign a Certificate of Substantial Completion on AIA Form G704 prepared by the
Construction Manager, accompanied by Contractor's list of items to be completed
or corrected, as verified and amended by Architect.b. Submit Certificate to Owner and Contractor for their written acceptance of respon-
sibilities assigned to rhem in the Certificate.
Contractor shall:
a, Make final changeover of permanent locks, and deliver keys and one copy of key-
ing schedule to Owner. Advise Owner's personnel of changeover in security provi-
sions.
b. Submit Project Record Documents, Operating and Maintenance Data, and Warran-
ties and Certificates as specified.c. Schedule Facility Start-Up demonstrates and instructions with Owner's personnel
as specified.d. Remove temporary facilities from Project site, along with mockups, construction
tools, and similar elements.e. Prcpare a Certificate of Substantial Completion on AIA Form G704.
1.4 FINALCOMPLETION
A. When Contractor considers Work is complete, he shall:
l. Make final changeover of pennanent locks, and deliver keys and one copy ofkeying2. schedule to Owner. Advise Owner's personnel of changeover in security provisions.3. Submit Project Record Documents, Operating and Maintenance Data and Warranties and
Certificates as specified.4. Schedule Facility Start-Up demonstrations and instructions with Owner's personnel as
specified,
5. Remove temporary facilities from Project site, along with mockups, construction tools,
and similar elenrents.
6. Submit written certifications of systems and testing/balancing final reports.7. Submit written cerrification that:
a. Contract Documents have been reviewed.b. Wort has been inspected for compliance with Contract Docurnents.c. Work has been completed in accordance with Contract Docurnents.d. Submit copy of Substantial Completion "Punch List" as prepared by Architect, with
indication of each item that Contractor has completed or otherwise resolved for ac-
ceptance.
e. Equipment and systems have been tested or demonstrated in tbe presence of
Owner's representative and are operational.f. Work is completed and ready for final inspection.
B. Architect will either make an inspection to verify status of completion with reasonable
Promptness after receip of such certification or notify Contractor of unfulfilled requirenpnts.
UAI L VAITW M EDI CAL C ENT ER
DE MO UTI ON AND STRA CTARAL F MM E
Cowtruction Docwnen8
9lub 2NI
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HLM98N71-U 01770-2
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I C. Should Arcbitect consider that Work is incomplete or defective:
r 1. Architect will promptly notify Contractor in writing, listing incomplete or defective
work.r 2, Confactor shall take immediate steps to remedy stated deficiencies and send a second
written certification to Architect that Work is complete.
I 3. Architect will reinspect the Work.I
r I.5 FINALAPPLICATIONFORPAYMENT
I A. After Architect finds that Work is acceptable and after closeout submittals have been received,
I Contractor shall prepare final Adjustment of Accounts and final Application for Payment as
specified, and submit in accordance with procedures and requirements stated in the Conditions
I of the Contract.r
- PART2-PRODUCTS (NOTAPPLICABLE)
I
PART 3 - E)(ECUTION (NOT APPLICABLE)
END OFSECTION OI77O
HLM 9M071.U UAILVAITET MEDICALCENTER
DEMOUNON AND STRACTARAL FRAME
Co nstruction Docarnerrts
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SECTION OT78O CONTRACT C LOSEOAT SU BMITTAI.S
SECTION OI78O - CONTRACT CLOSEOUT SUBMITTALS
PART I -GENERAL
I.I STJMMARY
A, Project Record Documents.
B. Subcontractors and Suppliers List.
C. Operating and Maintenance Manuals.
l Manual of equipment and systems.2. Manual of products, materials and finishes.
D' Warranties and Certificates; including evidence of compliance with requirements of governing
authorities.
E. Evidence of Payment and Release of Liens.
F. Final Adjustment of Accounts.
G. Final Application for Payment
1,2 RELATED SECTIONS
A. Conditions of the Contract - paragraph 3.1 I .
B. Demonstration of equipment and systems - Section 01750.
C. Contract Closeout Procedures - Section 01720.
D. Spare Parts and Maintenance Materials - Section 017g5.
E. hoduct maintenance information required for specific products, materials, and finishes;
Respective Specification for each product, material and finish.
1.3 PROJECTRECORDDOCI.JMENTS
A, Maintenance of Record Documents:
l. Store Record Documents in field office, apart from other documents used for construc-
tion. Provide files and racks for storage of Record Documents.2. Do not use Record Docurrents for construction purposes.3. Label each document, *PRoJEcr REcoRD" in twoinch-high printed letters.
VAIL VALLEY MEDI CAL CENTER
DEMOUTION AND STRACTARAL FMME
Constttctbn Documents
9 JrdY 2001
HLM980U1-A 01780-1
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b.
c.
d.
B.
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B. Recording:
L Keep Record Documents current with construction progress.2. Do not conceal any work until required information is iecorded.3. Record information on a set of Record Drawings and project Manual.4. Record Drawings: Legibly mark to record actual construction:
Field changes of dimension and details.
Architect's Supplemental lnstructions
Cbanges made by Change Order or modifications.
Details not on original Drawings.
5. Record Specifications and Addenda: Legibly mark each secrion to record:
a. Manufacturer, trade name, catalog number of each product and item of equipment
actually installed, particularly optional items and substitution items.b. Changes made by Addenda, Change Order or modification.c. Compliance: Compliance with the maintenance and recording requirements shall
be and remain the sole responsibility of the Contractor. With submission of the re-
cord documents Contractor shall provide Owner and Architect witb a wrinen certi-
fication that such documents comply with this Section and that Architect and
Owner are entitled to rcly upon such completeness and certification.
SUBCONTRACTORS AND SUPPLIERS LIST
Provide a complete list of names, addresses and telephone numbers of all subcontractors and
zuppliers employed on the work. List portions of the work performed by each entity.
FORM AND CONTENT OF MANUALS
Assemble operating and maintenance manuals, and warranties and certificates in three-ring
binders.
Format:
1. Size: 8-l/2 in. x l1 in., fold larger sheets to fit into binders.2. Indexing: Tabbed fly-leaf for each separate product or sysrem.3. Identification: Each binder cover and spine identified with title of manual, subject matter
of contents and project title.
C. Binders: Commercial quality, 3-ring, with durable and cleanable clear plastic sleeves on spine
to hold label describing contents.
D. Table of Contents: Provide for each volume, arranged in a systematic order.
l. Contractor, name of responsible principal, address and telephone number.2. A list of each product required to be included, indexed to content of volume.
UAI L VALLEY M EDI CAL CENTER
DEMOI.ITION AND STRACTURAL FRAME
Constructian Documcnts
9 Jdt zml
HLM9&N7I.U 01780-2
I sEcrIoNorTEo CONTMCT CLOSEOAT SA BMITTAIS
I 3. List, with each product, name, address and telephone number of subcontractor or installer
and local source of supply for parts and replacement.
1; 4. Identify each product by product name and other identifying symbols as set forth in Con-
I tract Documenrs.
E, Product Data:
I l. hclude only those sheets which are pertinent to specific product.2. Annotate each sheet to clearly identify specific product or part insralled and data applica-
f ble to installation.
F. Drawinss:
I l. a-o*n-.n Product Data with drawings as n@essary to clearly illustrate relations of
component parts of equignent and systems and control and flow diagrams.
f| 2. Coordinate drawings with information in Project Record Documents to assure correct il-
I lustration of completed installation.3. Do not use Project Record Documents as rnaintenance drawings.
I G. Written Text: provide as required to supplement Product Data for particular installation,
organized in a consistent format and in logical sequence of instructions for each procedure.
I H. Warranties and Service Contracts: Include copy of each warranty issued and of each serviceI contract issued.
I I.6 MANUALFOREQUIPMENTAND SYSTEMS
I A. Content, for each unit of equipment and systenr, as appropriate:
r l Description ofunit and component pans.
r f, i:;:H?"::ffi:r#J1ffiff'*T',31u*,ingconditions
c. Complete nomenclature and commercial number of replaceable parts.
l| 2. OperatingProcedures:
I a. Start-up, break-in, routine and normal operating instructions.
I b. Regulation, control, stopping, shutdown and emergency instructions.c. Summer and winter operating instructions.d. Special operating instructions.
- 3. Maintenance hocedures:
r i: Hilffi1ff::tiffiooting,,
c. Disassembly, repair and reassembly.
I d, Alignment, adjusting and checking.
HIJII 98ffi71.04 VNLUALLEY MEDICALCENTER 01780.3
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SECTION 01780 CONTRACT CLOS EOUT SU BM ITTAI-S
4. Servicing and lubrication schedule.5. Manufacturer's printed operating and maintenance instructions.6. Description of sequence of operation by control manufacturer.
7 ' Original manufacturer's parts list, illustrations, assembly drawings and diagrams required
for maintenance.
As-installed control diagrams by controls manufacturer.
Each contractor's coordination drawings including as-installed color coded piping dia-
grams.
Charts of valve tag numbers, with location and function of each valve.
List of original manufacturer's spare parts, manufacturer's current prices, and recom-
mended quantities to be maintained in storage.12. Include testing and balancing repora.13. Other data as required under pertinent sections of specifications.
B. Content, for each electric and electronic system, as appropriate.
l. Description of sysrcm and component parts.
a, Function, normal operating characteristics, and limiting conditions.b. Performance curves, engineering data and tests.c. Complete norpnclature and commercial number of replaceable parts.
2. Circuit directories of panelboards.
a. Electrical service.b. Controls.
c. Communications
3. As-installed color coded wiring diagrams.
4. OperatingProcedures:
Routing and normal operating instructions.
Sequences required.
Special operating instructions.
5. MaintenanceProcedwes:
a. Routine operations.b. Guideto'trouble-shooting".
c. Disassembly, repair and reassembly.d. Adjustment and checking.
6. Manufacturer's printed operating and maintenance instuctions.
7. List of original manufacturer's spare parts, manufacturer's current prices, and recom-
mended quantities to be maintained in storage.
8. Other data as required under pertinent sections of specifications.
VAIL VALLEY MEDICAL CENTER
DEMO UTI ON AND STRA CTA ML F RAME
Construction Documcnts
9luly 2NI
HI.LI98M7I.M 0178(M
1.7
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SECTION OITEO
Additional requirements for operating
Specifications.
CONTMCT CLOSEOUT SU BMITTALS
and maintenance data: Respective sections of
MANUAL FOR PRODUCT MAINTENANCE
Content: Maintenance data for each building product, applied material and finish used on
project.
Building Products, Applied Materials, and Finishes: Include product data, with catalog number,
size, composition, and color and texture designations. Provide information for re-ordering
custom manufactured products.
Instructions for Care and Maintenance: lnclude manufacturer's recommendations for cleaning
agents and methods, precautions against detrimental agents and methods, and recomrnended
schedule for cleaning and maintenance.
Moisture-Protection and Weather-Exposed Products: lnclude product data listing applicable
reference standards, chemical composition, and details of installation. Provide
recommendations for inspections, rnaintenance, and repair.
Additional Requirements: As specified in individual Specifications sections.
WARRANTIES AND CERTIFICATES
Compile specified waranties and certificates of compliance,
Review to verify compliance with Contract Documents.
Warranties shall be written in the name of the Owner.
Assemble wuranties and certificates executed by each of respective manufacturers, suppliers
and subcontractors.
Number of original signed copies required: 2 each.
Table of Contents: Neatly typed, using Table of Contents of hoject Manual as format.
Provide complete information for each item.
l. Name and location of project.
2. Name and address of Contractor.
3. Product, equiprnent or system.
4. Finn, with name of principal, address and telepbone number.
5. Scope.
6. Date ofbeginning and duration ofwarranty.
7. Provide information for Owner's personnel:
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DEMOUTION AND STRUCTARAL FRAME
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9IulY 2001
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I a. Proper procedure in case of failure.b. Instances which might affect validity of warranty.
I H. Prior to final payment, submit following certificares:
- I . Certificate of Insurance for Products and Completed Operations.
I 2.
:rT:X.,il:,
or other written evidence of compliance with requirements of governing
a. CertificateofOccupancy.
I b. Certificates oflnspection
I ) Conveying systems.
I 2) Mechanical systems.3) Electrical systems.4) Fire protection system.r :l 5::",$ffi;',ix:7) Others where required by Specifications.
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1.9 SI.JBMITTALS
I A. Manuals:
I l. Submit two copies of proposed format and outline of rnaauals at least 3O days prior to
I Substantial Completion. Architect will retum with comments.2- For equipment, or component parts of equipment put into service during construction and
I operated by Owner, submit documents within l0 days after acceptance of designated
I portions of the Work.
3. Submit 2 copies of data manuals in final form with 30 days prior to Substantial Comple-
tion.t 4. Architect will review manuals for completeness of contents.
a. Manuals will be retumed with comnrents for revisions, if necessary.I b, Conect, modify or complete manuals to comply with Architect's comments.c. Submit2copiesof eachcorrectedmanualwithin l5workingdaysof receiptof Ar-
chitect's corrunents.
I B. Project Record Documents:
I l. At Contract closeout, deliver one copy of Record Documents to Architect for Owner.- 2. Accompany submittal with Certifrciie of Compliance and transmittat lener in duplicate,
containing: date, project title and number, Contractor's name and address, title and num-
I ber of each Record Docunent and signature of Contractor or his authorized representa-
tive.
VAI L VALLEY MEDICAL CENTER
DE M OUN ON AN D STRA CTABAL F RAM E
Constru.ction Docume nls
9 July 2(Nl
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I 1.10 EVIDENCE OFPAYMENTS, AND RELEASE OFLIENS
r A. Contracror's Affidavit of Payment of Debts and Claims: AIA G706.
Ir B. Conrractor's Affidavit of Release of Liens: AIA G?06A, with:
I l. Consent of Surety to Final payments: AIA G?02.r 2. Contractor's release of waiver of liens.3. Separate releases of waivers or liens for subcontractors, suppliers, and others with lien
rights against property of Owner, together with list of those parties.I
C. Submittals shall be duty executed before delivery to Owner.
I D. Number of original signed copies required; 2 each.
I 1.11 FINALADJUSTMENTOFACCOLJNTSI
A. Submit final statement of accounting to Architect.
I B. Statement shall reflect all a_djustments.
I l. Original Connact Sum.
I 2. Additions and Deductions resulting from:
a, hevious Change Orders.
I b. Allowances.
c. Unit Prices.
I d. Deductions for uncorrected Work.t i i?H'ff:trf":il:fi1*damagesg. Deductions for Reinspection payments or fees.
I h, Other adjustments.
3. Total Contract Surn, as adjusted,
I 4. Previouspayments.
I 5. Sum remaining due.6. Construction Manager will prepare final Change Order, reflecting approved adjustments
to Contract Sum not previously rnade by Change Orders.
I
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r A. Submit final application in accordance with requirements of Conditions of the Contract.
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HI.II,T gEMN.A UAILUAILEY MEDICALCENTER 0178(L7
DEMOUTION AND STRACTARAL FRAME
Constructian DocurnenB
9 July 2MI
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IILM9SU)7I.U VNLUALLEYMEDICALCENTER 01760.8
DEMOUTION AND STRACTARAL FRAME
Cowtttction Docwnanb
9lult 2NI
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I SECTTON 0178s - OPEMTTON AND MATNTENANCE MATERIAL
I PARrr -.ENERAL
I r.r suMMARYI
A. Procedures for storage, handling, and delivery of spare parts and maintenance materials.
I 1.2 RELATED SECTIONS
I A. Material Storage - Section 0t600.
r B. Contract Closeout Procedures - Section 01770.
I
I.3 PRESENTATION OF STJBMITTALS
I A. Contract Closeout lnforrnation
I l. Spare Parts: To Owner with letter of transmittal.
I 2. Maintenance Materials: To Owner with letter of transmittal.3. Extra Materials: To Owner with leuer of transmittal.
I 4. Copies of Transmittals: To Architect.
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I 1,4 PRODUCTREQLIIRED
I A. Provide to Owner quantities of spare parts and tools, rnaintenance materials and extra material
as specified in individual Specification Sections.
t B. SparePartsandTools: Packageinclearlyidentifiedboxes.
I l. krdicate manufacturer's narne, part name and stock number.
I 2. Indicate piece of equipment for which part or tool is intended3. Indicate narne, address and phone number of closest supplier
I 4. Indicate specffication number.
I C. Maintenance Materials: Package in clearly identified boxes.
I l. Indicate trade name and stock number.r 2. Indicate for whicb item material is to be used.3- Indicate name, address and phone number of closest supplier.
I D. Extra Materials: Package in clearly identified containers, or install where indicated.
I l. Provide products identical to those installed in Work. Include quantities in original pur-
I chase from manufacturer to avoid variations in manufacnre.
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2. Indicate trade name, stock number. size. color.3. Indicate where product is to be used.4. Indicate name, address and phone number of closest supplier.5. Indicate any special storage or environmental requirements.
OPERATION AND MAINTENANCE MATERIAL
I t.s DELryERYI
A. Deliver to Owner at time of Substantial Completion unless Owner requests earlier delivery.
f B. Deliver to location on site as directed by Owner.
I C. Obtain receipt for delivered materials.
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END OF SECTION 01785
HLM 98OO7I.A UAILVALLEY MEDICAL CENTER
DE M O U TI ON AN D STRU CTI]ML F RAM E
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SECTIONO33OO CONCRETEI
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SECTION O33OO - CONCRETE
I PART I -GENERAL
. I.O RELATEDDOCUMENTS
' A. Drawings and general provision of the Contract, including General and Supplementary Conditions and
Division I - Specification sections.
I
I.OI DESCRIPTIONr
I A. Work Included: Work consists of furnishing all labor, material, and equipment necessary for
completion of all concrete work including, but not necessarily limited to, the following:
t Formwork, complete with required shoring, bracing, and anchorage.
2. Reinforcing, complete with required support, spacers, and related accessories.
|l 3. Cast-in-place concrete including footings, pilasters, grade beams, walls, and slabs.
r 4. Finish and cure for slabs.
I B. Definitions: Air content, entrained air content: is volume of air found by subtracting tlre
entrapped air from the total air content.
r I.O2 QUALITYASSURANCE
I A. Requirements of Regulatory Agencies: The Work under this section shall be subject to all
! applicable provisions ofthe state and local building and safety codes.
I B. Reference Standards: Comply with following standards except where more stringent requirements
I are shown or srrecified:
I l. ACI 301-84,"SpecificationforStructuralConcreteforBuildings." ACI 304-2R,305,I 306, 308, 315 and 3lE Building Code Requirements for Reinforced Concrete.
fJ 2. Concrete Reinforcing Steel lnstitute (CRSI), "Manual of Standard Practice", 63 and 65.
I 3. ASTM c666 - standard Test Method for Resistance of concrete to Rapid Freezing and
I Thawing.
I 4. ACI I 17-90 -- Standard Tolerances for Concrete Construction and Materials; American
Concrete lnstitute; 1990.
ELM9&N7141 YAILVALLETMEI'ICALCEIVTER O33MI
DEMOLINON AND STRACTAML FMME
I Consnadion Docamcnls
9 JULY 2001
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19.
CONCNETE
ACI 201.2R-92 - Guide to Durable Concrete; American Concrere Institute; 1992.
ACI 2l l.l-91 - Standard hactice for Selecting Proportions for Normal, Heavy weight,
and Mass Concrete; American Concrete Institute; 1991.
AcI 301-89 - specifications for structural concrete for Buildings; American concrete
Institute; 1989.
AcI 302.1R-89 - Guide for concrete Floor and Slab constructionl American concrete
Institute; 1989.
ACI 304R-89 - Guide for Measuring, Mixing, Transporting, and placing Concrete;
American Concrete lnstitute; 1989.
ACI 305R-91 - Hot Weather Concreting; American Concrete Institute; 1991.
ACI 308-92 -- Standard Practice for Curing Concrete.
ACI 3l 8-89 - Building Code Requirements for Reinforced Concrete; American
Concrete Institute; I 989.
ASTM A 184/A l84M-90 - standard specification for Fabricated Deformed steel Bar
Mats for Concrete Reinforcement; 1990.
ASTM A 185-90a - Standard Specification for Steel Welded Wire Fabric, plain, for
Concrete Reinforcement; 1990.
AsrM A 615-92 - Standard specification for Deformed and plain Billet-steel Bars for
Concrete Rein forcement; 1992.
ASTM A 7751A 775M-94a - Srandard Specification for Epoxy-Coarcd Reinforcing
Steel Bars; 1994.
ASTM C 3l -91 -- Standard Practice for Making and Curing Concret Test Specimens in
the Field; 1991.
ASTM C 33-92 -- Standard Specification for Concrete Aggregates; 1992.
ASTM C 39-93a -- Standard Test method for Compressive Strength ofCylindricat
Concrete Specimens; | 993.
ASTM C 42-90 - Standard Test method for Obtaining and Testing Drilled Cores and
Sawed Beams of Concrete; 1990,
ASTM C 94-92a -- Srandard Specification for Ready-Mixed Concrete; 1992.
ASTM C 150-94 - Standard Specification for Portland Cement; 1994.
UAILVALLEYMEDICALCENTER O33OL2
I'EMOLINON AND STNACTAML FNAME
Conirudion Doannsra
9 JuLy 2001
13.
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17.
20.
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27.
24.
25.
28.
29.
30.
31.
CONCRETE
ASTM C l7l-92 -- Standard Specification for Sheet Materials for Curing Concrete;
1992.
ASTM C 172-90 -- Sandard Practice for Sampling Freshly Mixed Concrete; 1990.
ASTM C 173-78 -- Standard Test Method for Air Content of Freshly Mixed Concrete by
the Volumetric Method; 1978.
ASTM C 231-9lb -- Standard Test method for Ah Content of Freshlv Mixed Concrete
by the Pressure Method; l99l .
ASTM C 260-94 - Standard Specification for Air-Entraining Admixtures for Concrete;
t994.
ASTM C 494-92 -- Standard Specification for Chemical Admixtures for Concrete; 1992.
ASTM C 618-94a - Standard Specification for Coal Fly Ash and Raw or Calcined
Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete; 1994.
ASTM C 881-90 -- Standard Specification for Epoxy-Resin-Base Bonding Systems for
Concrete;1990.
ASTM C 1059-91 - Standard Specification for Latex Agents for Bonding Fresh to
Hardened Concrete; 1 99 1 .
ASTM D t75l-83 (91) -- Standard Specification for Preformed Expansion Joint Filler for
Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous
Types); 1983 (Reapproved l99l).
ASTM E I155-87 - Standard Test Method for Determining Floor Flatness and Levelness
Using the F-Number System; 19E7.
CRSI MSP- t -90 - Manual of Standard Practice; Concrete Reinforcing Steel lnstinrte;
1990.
Concrete Relnforcing Steel Institute (CRSI), "Manual of Standard practice,', 63 and 65.
1997 Uniform Building Code.
1997 Edition ofASTM C94 except as modified herein:
a. Section 5.1.3 strall be changed to read at the point of placement.
b. Section 7.2 shall be changed to rcad when sampled at Ore point ofplacement
shall not be below the specified minimun.
VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STRACTAML FNAME
Consnuaion Docamcnt
9 JULY200l
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SECTION O33OO
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CONCRETE
The Owner will ernploy an Independent Testing Laboratory to provide testing services specified
in Division l.
The Structural Engineer, and Independent Testing Laboratory shall be offered uninterrupted
access to the ready-mix batching plant at all times that the work is in progress.
E. Providc the Testing Agency with following:
l. Incidental labor required to facilitate testing.
2. Minimum one day's advance notice when concrete is to be placed.
3. Storage facilities for concrete test cylinders.
4. Materials, samples, and access to materials as required for testing.
5. Reimbursement of costs for testing and inspection resulting as a consequence ofthe
following:
a. Work not in compliance with the Contract Documents.b. Testing requested by Contractor or Subcontractor such as additional cylinders
for earlv breaks. etc.
c. Testing to veri$ the adequacy of work done, without prior notic€, without
proper supervision, or contrary to standard construction practice.
F. Desim Criteria:
l. Concrete: See General Notes on Stuctural Drawings and ACI 301, Chapter3.
2. Formwork Design: The Contractor shall assume all responsibility for the safety of the
formwork and shall provide all necessary desigt, construction, materials, and
maintenance to produce the required concrete work safely, Design all formwork to have
sufficient camber to maintain the tolerances specified. Srength shall be sufficient to
compensate for the weight ofthe fiesh concrete and a construction live load of50 psf
minimum.
G. The Contractor is responsible for the quality control, including workrnanship and materials
furnished by his subcontractors and suppliers.
l . Inspection or testing by the Owner does not relieve the Contractor of his responsibility to
perform the Work in accordance with the Contract Documents.
2. Workmanship: The Contractor is responsible for and shall bear the cost of correcting
concrete work which does not conform to tbe specified requirements including, but not
limited tq strergth, tolerances, and fmishes. Correct deficient concrrte b5r means
acceptable to the Architect and Structural Engineer to approve corrpctive work shall be
VATL YALLEY MEDICAL CENTER
DEMOLINON AND STRACruRAL FNAME
Construuion Docaman8
9 JULY 2001
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SECTION O33OO CONCRETE
bome by the Contractor.
H. Record of Work: A record shall be kep by the General Contractor listing the time and date of
placement of all concrete for the structure. Such record shall be kept until the completion ofthe
project and shall be available to the Architect and Sfiuctural Engineer for examination at any time.
All concrete batch tilp tickets will be collected and retained by the Contractor. Conffete batch
trip tickets shall contain information specified in ASTM C94, Paragraph entitled "Batch Ticket
Information," including items | 5.2.1 through 15.2.8. Batch rip ticket shall also show the total
amount ofwater in the mix as batched (including water present in the aggregate before batching)
and the amount of water required by the design mix proportions.
Upon completion ofthe project, copies ofthe record ofwork and batch tickets shall be provided
to the structural engineer.
I.O3 SUBMITTALS
A. All submittals in accordance with Division l.
B. Mix Designs:
l. Submit substantiating data for each concrete mix design contemplated for use to the
Architect not less than six weeks prior to first concrete placement. Data for each mix
shall, as a minimum, include the following:
a. Mix identification designation (unique for each mix submitted).
b. State of int€nded use for mix.
c. Mix proportions, including all admixtures used.
d. Manufacturer's data and/or certification verirying conformance of all mix
materials, including admixtures, with specified requirements.
e. Wet and dry unit weight.
f. Entrained air contgnt.
g. Design slump.
h. Required average strength qualification data per ACI 301 3.9.1 and 3.9.2.
Submit separate qualification data for each production facility which will supply
concrete to the project.
i. Average strength qualification data (trial mix data or field test data pcr ACI 301
3.9.3). When field test data is used to qualifl averagc strengtr, submit separate
qualification data for each production facility which will supply concrete to the
VAIL VALLEY MEDICAL CENTER
DEMOLINON AND STNACN]NAL FNAME
Con$ruaton DocumatE
9 JULY 2OOI
HLM9EM71.O1 033045
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CONCRETE
project.
j. Field test data submitted for qualification of average srength under ACI 301
3.9.1,3.9.2, and 3.9.3 shall include copies of the Conqete Testing Agency's
reports from which the data was compiled.
2. Separate design mixes are required for each strength and class of concrete, each change
in type and/or quantity of mix materials including admixtues, each change in slump
limits, and each change in ennained air content.
3. It is the sole responsibility ofthe contractor to adjust the mix designs to meet the
environmenul conditions and techniques of placement at the time and point of
placement. Mix designs presented herein are minimum quantities for ideal conditions.
Any variations in arnospheric, placing or curing conditions must be accounted for by the
contractor and his mix desiens.
C. Shop Drawings:
l. Submit shop drawings for fabrication, bending and placement of concrete reinforcement.
Comply with ACI Detailing Manual (SP 66). Provide l/4" scale elevations of all
components with reinforcing shown. Include special reinforcement required at openings
through concrete structune. Include all accessories specified and required to support
reinforcement. Obtain from General Confiactor location of p'roposed construction joints
and show them on the shop drawings. Reproduction of any component of the conmct
documents as a part of the slrop drawings is prohibited.
2. For slab joints, both control and constnrction. Include a sequence of placernents and a
schedule with the minimum time delay between each segment placement.
D. Product Data:
l. Submit product data with application and installation insfructions for pmprietary
materials and items including reinforcement and forming accessories, admixtures,.
patching compounds, epoxies, grouts, hardeners, sealer, and others as required by the
Architect.
2. Submit curing compound product data and verification of its compatibility with other
finish materials and surface treatments required.
E. Submit samples of concrete materials if requested by the Architect, including names, sources, and
descriptions.
F. Laboratory Test Reports: Submit laboratory test reports for concrete materials and mix design as
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sPecified.
I I.O4 HANDLING
I A. Concrete:
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DEMOLITION llND STRACTARAL FRAME
Construction Docua,ub
9 JULY 2001
033tilM
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SECTION O33OO
2.
JOB CONDITIONS
A. Environmental Requirements:
PART 2. PRODUCTS
2,OO GENERAL
CONCRETE
Hauling Time: discharge all concrete transmitted in a truck mixer, agitator, or other
transponation device not later than I hour, or 200 revolutions of the drum after the
mixing water has been added, whichever is earliest.
Extra Water: Deliver concrete to the job in exact quantities required by the design nix.
No extra water shall be added.
l.Hot Weather Placernent: When depositing concrete in hot weather, follow
recommendations of AcI 305 as modified herein. The temDerature of consete at time of
placernent shall not exceed 90 degrees F. Protect to prevent rapid drying. Mixing water
may be chilled, or chopped ice may be used to contol tempera0re provided water
equivalent of ice is calculated to total amount of mixing water. Use of liquid ninogen to
cool concrete is Contractor's option. Start finishing and curing as soon as possible.
when the air temperature is expected to exceed 90 degrees F., the contractor shall obtain
acceptance from the Structural Engineer ofthe procedures to be used in protecting,
depositing, finishing, and curing the concrete. The specified water reducing retarding
admixture may be used upon acceptance of the Strucnrral Engineer for 24 houn after
depositing.
Cold Weather Placement: When deposition concrete after the first frost or when the
mean daily temperatures are below 40 degrees F., follow recommendations of ACI 306
as modified herein. Maintain concrete temperature at a minimum of 55 degrees F. for
sections having a minimum dimension of less than 12", or 50 degrees F. for sections
having a minimum dimension of 12" or greater, for not less than 72 hours after
depositing. The specified non-chloride accelerator or high-early suength Type III
cement may be used when accepted by the Structural Engineer. Do not place concrete
without approval of the Stuctural Engineer on days when temperature at 9:00 a.m. is
below 30 degrees F. Job-cured cylinders for verification of strength and/or the adequacy
ofthe contractor's protective methods, may be required by the Stuctural Engineer.
hotection: Protect all concrete from rain damage. Protect finished slabs from mortaf, leakag€
from pouring of concrete above. cover masonry walls, glazing, and other finish mat€rials with
polyethylene or otherwise protect from damage due to pouring ofconcrete.
A. All materials in accordance with ACI 301 unless amended or superseded by requirements of
following articles or General Notes on the structural drawings.
UAIL VALLEY MEDICAL CEIVTER
DEMOUTION AND STRACruRAL FMME
Consfruclion Doanrr'r//r,s
9 JULY 2001
HLM980071-A 033M-7
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SECTION 03300 CONCRETE
2.01 FORM MATERIALS AND SYSTEMS
Forms for Exposed Finish Concrete: Unless otherwise indicated, construct formwork for exposed
concrete surfaces with plywood, metal, metal-framed plywood faced or other acceptable panel-
type materials, to provide continuous, sFaight, smooth, exposed surfaces. Fumish in largest
practicable sizes to minimize number ofjoints and to conform to joint system shown on drawings.
Provide form material with sufficient thickness to withstand pressur€ of newly-placed concrete
without bow or deflection.
Forms for Unexposed Finish Concrete: Form concrete surfaces which will be unexposed in
finished structure with plywood, lumber, metal, or other acceptable material. Provide lumber
dressed on at least two edges and one side for right fit.
Form Coatings: Provide commercial formulation form-coating compounds that will not bond
with, stain, or adversely affect concnete surfaces and will not impair subsequent treatnents of
concrete surfaces.
2.02 REINFORCINGMATERIALS
General: Sizes, types, grade or yield strengths as indicated on the drawings. Use 60,000 psi yield
strength if not otherwise indicated. Use reinforcing conforming to ASTM A706 where welding of
reinforcing is required unless otherwise indicated. Provide uncoated finish unless otherwise
indicated.
Defonned Bars: ASTM A6t5 plus supplemenary requirement (Sl), Deformed Billet Steel Bars
or ASTM A?06, Low-Alloy Steel Deformed Ban unless otherwise indicated.
Welded Wire Fabric: Mesh size and gauge as indicated on the drawings. Conform to ASTM
A185, plain in flat sheets.
Tie Wire:Tie wire shall be No. 16 American Wire Gage or heavier, black annealed.
Supports for Reinforcement: hovide supports for reinforcement including bolsters, chairs,
spacers and other devices for spacing, supporting and fastening reinforcing bars and weldcd wire
fabric in place within specified tolerances. Use wire bar-type supports complying with CRSI,
Class I or 2, unless otherwise aoceptsble.
l. Use supports with sand plates or horizontal runners for slab-on-grade wh€re base
material will not support chair legs.
2. Provide accessories and continuous reinforcing supported on appropriate chairs for
welded wire fabric and reinforcement in slabs as required to maintain position as shown
on the drawings.
CONCRETE MATERIALS
VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STNUCTUML FRAME
C onsfi u cr ion lro cu rru tt
9 JuLY200l
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A. Cementitious Materials:
2.04 RELATEDMATERIALS
A. Expansio,n Joinb:
CONCRETE
1. General: Provide materials of the same brand or source throughout the project unless
otherwise soecified.
2. Portland Cement: ASTM Ct50 Type II.
3. Fly Ash: ASTM C618, Class C orF, low loss.
B. Aggregates:
l. General: Provide aggregates fom the same source throughout the project unl€ss
otherwise specified.
2. Normal Weight Aggregate: ASTM C33 containing no deleterious substances which
cause surface spalling. Certifo that no alkali reactivity is produced with the proposed
aggregate-cement combinations when tested in accordance with ASTM C227 . Pea
gravel shall be graded for 90% passing the 3/8 inch screen *O 96o7o rctained on the l/4
inch screen. Use pea gravel only when acceptable to the Architect and Structuml
Engineer.
C. Water: Potable.
D. Admixtures:
l. General: Unless specified, no admixtures may be used without specific approval ofthe
Architect and Structural Engineer.
2. Prohibited products: Calcium chloride or admixtures containing more than 0.05%
chloride ions or thiocyanates are not pcnnited.
3. Air Entraining Admixhre: ASTM C?60
4. Water Reducing Admixture: ASTM C494, Type A
a. Subject to compliance with requirements, provide one of the following:
nEucon WR-75" - Euclid Chemical Co.
"Pozzolith 344Hu - Master Builders
"Plastocrete 160" - Sika Chemical Co.
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HI.L| gUNzI.IN VAILUALLEYMEDICALCENTER O33M-9
DEMOIJTION AND STRACTURAL FNAME
Corrstrudion lrocg,rrg/ta
9 JULY 2001I
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SECTIONOS3OO CONCRETE
I thickness. Provide manufacturer's certification of compatibility with specified sealants
where required.
f B. Curing Compounds:
- l. Dissipating Resin Compound: ASTM C309, Typel. The film must chemically break
I down in a two to four week period.
a. Subject to complianc€ with requirements, provide one of the following:'lI ',Kurez DR" - Euclid Chemical Co.
r c #ffi'Y:::ffi'.'H*ff!ll,il't33,lil,1Tl,iJ,*li;?Tillil3,xtm,
Engineer as to methods and procedures.
I l. Injection Epoxy: Subject to compliance with requirements, provide the following:
"Sikadur 35, Hi Mod LV,'- Sika Chemical Corp.
I 2. Epoxy Adhesive: Subject to compliance with requirements, provide one ofthe
following:
f "sikadur 32 Hi-Mod" - Sika Chemical Corp.
I D. Bonding Compound: Polyvinyl acetate, rewettable rype. Interior usage only.
I l. Subject to compliance with rcquirements, provide one of the following:
I "Sikabond'_ Sika Chemical Corp.
D. Floor joint filler: semi-rigid epoxy filler.
I l. Subject to compliance with requirements, provide one of the following:
"Euco 700', - Euclid Chemical Co.
I E. Non-Shrink Grout: CRD-C 5EB, Tlpe A, facrory premixed.
I F. * *il*.nrn colortess,shake-on,r haraeninfcrremGi6ffiuna.
l. Subject to compliance with requircmcnts, provide the following:
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'Surfhard" - Euclid chemical company.
- HIf,|r9E(MTI-01 vATLvALLEYMEDIoALaENTER 0ii00-10
DEMOLITION AND STRUCTARAL FMMEr *ry#:"?,ffi.
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I 2.05 PROPORTIONING AND DESIGN OF MIXES:
I A. Strength - Desigr mixes to provide normal weight concrete for the following mix types:
I Tlpe I . 4009 psi 28 day compressive strength; 6l I lbs. of cement and ash per cubic yard
mlnimum; Wc ratio .46 maxirnum; air enuained to be used in all concr€te
except as noted in type 2 below.
r B. Slump Limits: Slump of concrete, measured at point of placement, shall fall within the foltowing
limits:
I Type l: Not less than 2,' and not more than 4".
Mix designs shall be proportioned at the maximum slump.
t D. Fly Ash,/Cement Replacemenr:
l Fly ash may be substituted in all concrete up to a 20% maximum.I
E. Admixtures:
I l. Use air-entraining admixture in all concrete, unless otherwise indicated. Add air-
entaining admixture at manufacturer's prescribed rate to result in concrcte at point of
placement having enfiained air content within following limits:
I a. 4yo minimum air at all concret€.
I F. Selection ofproportions:r
I . Mix Design: Cost of concrete mix design is responsibility of Confactor.
r 2. Selection of Proportions: Use method of ACI 301 3.9. Proportioning based on method ofr AcI 3ol 3.lonotallowed
a. Field test records used for documentation ofthe average srength produced by af proposed mix in accordance with ACI 301 3.9.3.2 shail, in aadition to the
requirements thcre listed, comply with the following:
t The test record shall represent production concrete from a single design mix,
produced during the past year, and may be composed of 30 or more consecutive
tes$.
I The test record shall represent concrete made with identical materials and
proportions (including admixtures) to the proposed rnix.
f The test record shall represent concrete proportioned to produce the maximum
slump allowed by these specifications, and for air-entraincd concrete, within -
I 0/+l percent of the maximum air content allowed.
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DEMOLITION AND STRACTARAL FRAME
Constudion DocarwnEr 9JULY2OOI
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b. Mixes proportioned on the basis of trial mixtures shall meet the provisions of
ACI 301 3.9.3.3.
G. Design mixes to meet or exceed each requirement specified at the point of placement. Where
more than one criterion is specified, the most stringent shall apply. It is the sole responsibility of
the contractor to implement revisions to the mix designs due to placement techniques or weather
conditions at the time of placernent. Mix designs criteria herein is for ideal conditions.
I PART3-EXECUTION
r 3.00 GENERAL
r A. Perform concrete work in accordance with AC! 301 except as specified herein and on the
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B. use ready-mixed concrete conforming to AsrM c94; no job.mixed concrete allowed.
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3.01 coNcRErEcAsroNEARrH
A. Preparation:
l. Foundation Bearing Surfaces: Excavate to smooth, level surface in undisttrbed, naufal
soil unless otherwise indicated or accepted by the Soils Engineer.
2. Slab Subgrade: Underslab surfaces shatl be fine grades to smooth, level surface prior to
installation of slab forms.
3. Earth Cuts: Earth cuts may not be used as forms.
B. Inspection:
All foundation bearing surfaces shall be inspected and accepted by the Soils Engineer prior to start
of formwork.
| 3.03 FoRMwoRK
A, General:
L Design, construct, brace, and maintain formwork in accordance with ACI 301 and ACI
347 as modified herein.
2. Fabricate forms for easy removal. hovide crush plates or wrecking plates where tripping
may damage concrete surfbces. Kerf wood inserts for forming keyways, reglets,
I recesses, and tbe like, to facilitate removal.
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DEMOLITION AND STRUCTARAL FMME
Constaaion Docnnwt
9 JuLy 2001
03300-12
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SECTION 03300 CONCRETE
3- Provide temporary openings where interior area of formwork is inaccessible for clean
out, for inspection before concrete plac€ment, or for placement of concrete. Securely
brace temporary openings and seal to forms to prevent loss of concrete mortar.
B. Preparation ofForm Surfaces:
I . Clean reused forms of concrete matrix residue, repair and patch as required to return
forms to acceptable surface condition.
2. Coat contact surfaces of forms with specified form-coating cornpound before
reinforcement is placed in conformance with manufacturefs instructions.
4. Thin form-coating compounds only in conformance with manufacturer's instuctions. Do
not allow excess form-coating material to accumulate in forms or to come into contact
with concrete surfaces against which fresh concrete will be placed.
D. Chamfer Sfiips:
Install 45-degree chamfer strips at comers. Install chamfer sfips at internal comers and
edges of formed joints as detailed.
E. Inspection of Formwork:
All formwork surfaces that will provide the finish surface of exposed concrete must be
approved by the Architect before depositing concrete.
F. Void Spaces:
Contractor shall be solely responsible for providing void spaces of full size and extent
shown on the drawings.
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I 3.03 PLAcTNG RETNFoRcEMENTI
A. General:
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l. Comply with Concrete Reinforcing Steel Institute's *Recommended Practice for Placing
Reinforcing Bars," and as herein specified.
2. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials which
reduce or destroy bond with concr€te.
3. Accurately position, support, and secure reinforcement against displacement by
construction or concrete placement operafions with mctal chairs, runners, bolsters,
spacers, hangers, or other means acceptable to the Structural Engineer. On vertical
formwork, use approved bar chairs or spacers as required to maintain proper concrete
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4. Install reinforcement to tolerances given in ACI 301 5.4.
5. Install welded wire fabric inthe longest lengths practical. Lap adjoining pieces at least
one full mesh and wire together. Offset end laps in adjacent widths to prevent
continuous laps.
B. Welding of Reinforcement:
Welding reinforcing bars not permitted except where specifically indicated. Protect exposed bars
intended for bonding with future construction from corrosion by providing adequate covering.
C. Field Bending of Reinforcement:
Reinforcement partially embedded in concrete shall not be field bent except as shown on the
drawings or specifically permitted by the Structural Engineer.
D. Slab on Grade Reinforcing:
Place a minimum of 6x5-wl.4xwl.4 Welded Wire Mesh in flat sheets in all slabs on grade.
E. Protection of Reinforcernent:
Protect exposed bars intended for bonding with futurre constmction from corrosion by providing
adequate covering.
F. Inspection of Reinforcement:
Completed installation of concrete reinforcement must be reviewed by the Structural Engineer or
the designated Inspector b€fore depositing concrete.
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A. General:
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I . Coordinate work with requirements of other trades and notifo Architect and Structural
Engineer of all conflicts and nonconforming conditions.
2. Coordinate the requirements for installation of embedded items specified and fumished
in other sections ofthe specifications. Obtain templates and instructions for setting
embedded items.
4. Do not install sleeves in conff€te slabs, beams, walls, or columns exccpt where shown on
the structural drawings or approved by the Architect and Sructural Engineer.
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II B. Embedded Piper and Conduits:
I Conform to requirements of ACI 318 6.3, except as modified herein: 6.3.1 shall be changed to
I read: Conduits, pipes and sleeves of any kind shall not be embedded in concrete. Sections 6.3.3,
6.3.5.2,6.3.6.2,6.3.7,6.3.8,6.3.10, and 6.3.12 shall be included in their entirety. All other. sections are void.
r C. Footing Dowels, Slab Dowels, Plate Embedments, Anchor Bolts, Inserts, Form Blockours:
I Securety fastened to formwork or held in place with templates. Insertion into concrete after
I casting is not allowed.
I 3.05 JOINTS
r A. Construction Joints in Formed Elements:
l. Locate and install construction joints as indicated on the drawings or, ifnot shown on
drawings, locate so as not to impair strength or appearance of th€ stuctue. Submit
conshuction joint locations not shown on drawings to Architect and Structural Engineer
for acceptance.
2. Keyways: Provide keyways as detailed on the drawings. Where not daailed, provide l-
1/2" minimum depth continuous keyways in all construction joints in walls and slabs and
between walls and footings.
3. Place consfruction joints in the middlc spans of grade beams unless indicated otherwise.
Continue reinforcement across constnrction joints. Submit construction joint locations
not shown on the drawings for Architect's and Structural Engineer's acceptance.
B. Joints in Slabs on Ground:
l. Constnrction Joints: Form joinb as shown on the drawings. Locate to form panels of
sizes indicated on the structural drawings. Submit for approval prior to commencing
I work on slabs.
2. Control (Contraction) Joints: Construct joint by soft cut saw cutting or with specified slab
I contot joint form. Made saw cuts as soon as possible after placing concrete without
I dislodging aegregate and to a depth of l/4 ofthe slab thickness. Saw cutting is not
permitted on slabs on metal deck.
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joint details.
l| 4. Interior Slabs: Locate construction joints on column center lines. Provide contol joints
at column center lines and at intcrvals not more than 12 fect each wav.
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I 3.06 CONCRETE PLACEMENT
I A. Preplacement lnspection:
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Formwork installation, reinforcing steel placement, and installation of all items to be embedded or_ cast-in to be verified by the Conracbr prior to placement.
I B. General:Comply with ACI 301, ACI 304, and as herein specified.
I. Do not place concrete in free-standing water, over ice, or on frozen subgrade.
I C. Conveying:
I Conv€y concrete from the mixer to point of deposit without segregation.
D. placing:
I l - Wet exposed subgrade, masonry filler units, precast concrete, previously placed concrete,
and uncoated wood forms immediately prior to placing concrete (except during fieezing
temperatures.)
I 2- Deposit concrete continuously or in layers ofsuch thickness that no concrete will be
I placed on concrete which has hardened sufficiently to cause the formation of seams orI iiffi';l:;1$'#:::TH:,iTff:,::JITffi":',T.H|:;it";jit?J:A'*,:","
avoid segregation.
t 3. Placing concrete in Forms: Deposit concrete in forms in horizontal layers not deeper than
24" and in a manner to avoid inclined joints. Where placement consists of several
layers, place each layer while preceding layer is still plastic to avoid cold joints.
I Guide the flow of concrete in walls and columns for vertical drop between the
reinforcing. Free fall, except in walls and columns, shall not exceed five feet. Free fall
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*tt-ns shall not exceed l0 feet without prior acceptance by Strucnral
I 4. Placing Concrete Slabs: Deposit and consolidate concretc slabs in a continuous
I op€ration, within limits of construction joints, until the placing ofa panel or section is
completed. Continuous intermediate screed sfips at intervals not greater than 15 feet set
I prior to concrete placement are required. For slabs cast over metal deck, place screeds
I along beam lines. Set screeds and adjust as necessary to achieve proper slab elevafion
and thickness, allowing for beam camber and deflection.
I 5. Topping: Protect base surface from oil, paint, dirt, or other contaminants. MechanicallyI remove prior to topping placement. Thoroughly dampen base surface and leave free of
standing wat€r prior to placement. Place consete as specified for slabs.
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It E. Consolidating:
l. Maintain one standby vibrator for every three vibrators used.
I 2. Consolidate placed concrete by intemal vibrating equipment with a minimum frequency
of7000 rpm, supplemented by hand-spading, rodding, or tamping. Use equipment and
I procedures for consolidation of concrete in accordance with ACI 309.
3. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators
I vertically at uniformly spacei locations not farther than visible effectiveness of machine.
I Place vibrators to rapidly penetrate placed layer and at least 6" into preceding layer. Do
not insert vibrators into lower layers of concrete that have begun to sa. At each
I insertion, limit duration of vibration to time necessary to consolidate concrete and
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of reinforcement and other embedded items without causing
4. Consolidate concrete during placing operations so that concrete is thoroughly workedI around reinforcement and other embedded items and into corners.
I 3.07 FINTSH oF FoRMED SURFACES
I A. Defmitions: Refer to ACI 301 Chapter 10, for formed surface finish definitions.
I B. Provide finish ofexposed concrete surfaccs to the satisfaction ofthe Architect.I
I 3.08 MoNoLITT{rc sLAB FINISHES
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. Float Finish: Apply float finish to monolithic slab surfaces to receive further preparation as noted
in paragraph C below.
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After screeding, consolidating, and leveling concrete slabs, do not work surface until ready for
floating. Begin floating when surface water has disappeared or when concretc has stiffened
I sufficiently to permit operation of powerdriven floats, or both. Consolidate
surface with power-driven floats, or by hand-floating if area is small or inaccessible to power
I units. Check and level surface plane to tolerances of overall: Ff25/T120 lncal Ffl?/Fll5. Cut
I down high spots and fill low spots. Uniformly slope surfaces to drains. Immediately after
leveling, refloat surface to a uniform, smooth, granular texture.
I B. Trowel Finish: Apply trowel finish to monolithic slab surfaces to be exposed-to-view, and slabr surfaces to be covered with resilient flooring carpet, coamic o, quarry iil", puint, or surfaces not
requiring additional preparation.
I After floating, begin first trowel fmish operation using a power-driven trowel. Begin fmal
troweling when surface produces a ringing sound as trowel is moved over surface. Consolidate
concrete surface by final hand-troweling operation, free of trowel marks, uniform in texture and
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appearance, and witt surface leveled to tolerances of overall: FfJ6/FD0 Local: Ff24lFll5.
Grind smooth surface defects which would telegraph through applied floor covering system.
C. Surface Preparation:
1. All slab surfaces that receive anti-static flooring, seamless moisture proof coatings, or
any material to be attached by adhesives likely to be damaged by moisture vapor, shall be
shot cleaned by a "Blast-Track" or equal, prior to installation. Shot cleaning shall be
delayed until such time that all slab curing is complete and the slab has completely dried.2. All slab surfaces that are exposed shall be sealed and hardened and alljoints shall be
sealed.
3.09 CONCRETE CURING, PROTECTION AND SURFACE TREATMENTS
D.
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l. Protect freshly placed conq€t€ from pranature drying and excessive cold or hot
temperatures. Maintain concrete with minimal moisture loss at a relatively constant
temperature for the period necessary for hydration of the cement and hardening of
concrete.
2. Curing sball commence as soon as free water has disappeared from the concrete surface
after placing and finishing. The curing period shall be a minimum of fourteen day for all
concrete.
3. curing shall be accordance with Acl 301 or 201 procedures. Avoid rapid drying at the
end ofthe curing period. During hot and cold weather, cure concr€te in accordance with
ACI 305 and ACI 306.
curing Methods: Perform curing of concrcte by curing and sealing compound, in combination
with moisture-retaining cover curing, as herein specified.
l. Provide moisture-cover curing as follows: Cover concrete surfaces with the maximum
dose oflhe specified curing compound, then cover with a moisture retaining cover for
curing concrctc, placed in widest practicable width with sides and ends lapped at least 3"
and sealed by waterproof tape or adhesive. Immediately repair any holes or tears during
curing period using cover material and waterproof tape.
Curing Formed Surfaces:
Where wooden forms are used, cure formed concrete surfaces, including undersides of
beams, supported slabs, and other similar surfaces by moist curing with forms in place
for full curing period or until forms are removed. If forms are removed, continue curing
by application ofthe maximum dosage ofthe specified curing compound.
Curing Unformed Surfaces:
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Cure unformed surfaces, such as slabs, floor topping, and other flat surfaces as follows:
L Slabs exposed to view and slabs covered with finishes described in 3.08 B. shall
be cured by application of the specified curing compound applied at the
manufactuer's maximum dosage, then covered by a moisture retaining cover for
the full curing period. For the first three days apply insulating blankets over the
retaining cover.
E. Surface Treatments:
At all exposed concrete surfaces, and in areas shown on the drawings in accordance with
manufactureds instructions and as specified below.
l. Specified hardener at a rale of I to I .5 pounds per square foot.
2. Seal all constmction and confoljoints with the specified joint sealer.
3. Rout, epoxy inject and grind all cracked concrete surfaces.
3.IO FORM REMOVAL AND RESHORING:
A. Removal of Forms:
A. Comply with ACI347 for shoring and reshoring in multistory construction, and as herein
I specified.
l. Submit shoring, reshoring, and back shoring calculations for review by the
Architect and the Stuctural Engineer.t
B. Formwork not supporting weight of concrete, such as sides off beams, walls, columns,
I and similar parts of the work, may be removed after cumulatively curing at not less thanI :3#;ffi:,1ff*"4;T"?*fi,ffi,1lill3ili-"illiili;:#'$1ff#:H:-,
prot€ction operations are maintained.
I C. Formwork supporting weight of concrete, such as beam soffrts, joistq slabs, and other
structural elements, may not be removed in less than 14 days and until concrete has
I attained design minimum compressive stength at 28 days. Determine potential
I compressive strength of in-placc concrete by tesring field-cured specimens representative
of concrete location or members.
I 3.I T REPAIR OF SI.JRFACE DEFECTS:I
A. Formed Surfaces:
I l. AXow Architect and Structural Engineer to observe
I concrete surfaces immediately upon rernoval of forms.
2. Modifu or replace concrete not conforming to required lines, details, and elevations.
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3. Repair or replace concrete not properly placed resulting in excessive honeycombing and
other defects. Patch, repair, or replace exposed architectural finished concrete as directed
I by the Architect.
4. Patching oftie holes is not required unless surface grade.
I 5. Repair defects in structural concrete elements as follows:
I a. Deep DefecB Exposing Reinforcing: Chip to sound concrete and cleant thoroughly to remove all loose concrete and dust. Apply thin coat of epoxy
adhesive. Form and pour, or dry pack with specified non-metallic, non-slrink
I grou! prior to development oftack-free condition of epoxy adhesive. Srip
I forms after grout has hardened and provide specified finish. Moist cure or apply
specified clear curing and sealing compound immediately after fmishing.
I b. Defects Grealer than l/2 inch depth not exposing reinforcing: Chip, clean, andt apply specified epoxy adhesive.
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Dry pac-k using specified non-metallic, non-
shrink grout prior to development oftack-free condition of epoxy adhesive.
Provide specified finish and cure as specified above.
I c. Defects less than ll2 inch depth and tie holes:
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specified above.
I d. Other equivalent repair procedures may be used subject to review and
acceptance by the Architect and Structural Engineer.
I B. Unformed Surfaces:
l. Test unformed surfaces, such as monolithic slabs, for smootbness and veriff surface
plane to tolerances specified for each surface and finish. Correct low and high areas as
herein specified. Test unformed surfaces sloped to drain for tnre-ness of slope, in
addition to smoothness using a template having required slope.
2. Correct high area in unformed surfaces by grinding or other methods acceptable to the
Architect after concrete has cured at least 14 days.
4. Correct low area in unformed surfaces during or immediately after completion of surface
furishing operations by cuning out low areas and replacing with fiesh concrete. fmish
repaired areas to blend into adjacent concrete. Where acceptable to the Architect and
Stnctural Engineer, the specified under-layment compound applied in accordance with
the manufacturer's instructions, may be used.
5. Repair defective areas, by grooving the top of cracks and cut-out holes to sound concrete
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DEMOLITION AND STRACTUNAL FRAME
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and clean of dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply
bonding compound. Mix dry-pack, consisting of one part portland cement to 2-12 parts
fine aggregate passing a No. l6 mesh sieve, using only enough water as required for
handling and placing. Place dry pack after bonding compound has dried. Compact dry-
pack mixture in place and finish to match adjacent conct€te. Keep patched area
continuously moist for not less than 72 hours.
6. Repair all random cracks, by use of an injected epoxy method. Provide a repair method
that is suriable for the width and depth of crack to be repaired. Submit detailed method
for each type of repair to the engineer for approval.
TOLERANCES:
A. Formed Surfaces and Building Lines: Conform to ACI 301 4.3 as modified and amended herein.
l. Sleeves and Blockouts in Grade Beams:a. Size: +1l2", -0".
b. Location:
(l) Minimum dimension 6" or larger: +l-1D,,.
(2) Minimum dimension less than 6": Locate in nearest open spa.ce
between reinforcing, not less than l" clear from nearest reinforcing bar.
B. Slab Finishing Tolerances:
l. Slope to Drain: l/4 inch per foot.
2. Tmwel Finish: Overall: FB6lFl20
Local: Fl24lFll5.
3. Floated Finish: Overall: FP5/FI20
Local: Ffl7/Fll5.
c. Embedded Items: unless otherwise noted on drawings, tolerances shalt be as follows:
l. Anchor Bolts:
a. Adjacent anchor bolts in a group receiving a single fabricated setting piece: +/-
l/8".
b. Location and alignment of anchor bolt groups from designated location and
alignment: +l- l/4".
2. Ernbedded Plates and Weldments:
VAIL VALIEY MEDICAL CENTER
I' E MOLITI ON AND STN A CTA ML FMME
Consfiudion Docrrnunt
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Locations: +/- l " vertical. +/- 2" horizontal.
Plumb and alignment: l/4" in 12.
3.I3 EVALUATION AND ACCEPTANCE CRITERIA:
Evaluation and acceptance ofwork under this Section shall be in accordance with the provisions
ofACI 301 Chapters 17 and 18.
A. Anchors: Install anchors furnished under other sections in accordance with shop approved
drawings and/or setting instructions.
B. Equipment Bases: Install concrete bases for all pumps, boilers, tanks, fans, fiansformers, floor
mounted lectrical equipment, etc., including anchor bolts and inserts in accordance with setting
instructionsfumished by the Contractor responsible for installing the equipment. Finish all bases
in a workmanlike manner with a troweled finish. The bases shall be located and sizes determined
by the Contractor fumishing the equipment.
3.14 QUALTTY CONTROL TESTING DURTNG CONSTRUCTTON
A. The Owner will employ a testing laboratory to perform tests and to submit test reports.
B. Sampling and testing for quality control during placement of concrete may include the following,
as directed by Architect.
C. Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with ASTM C 94.
l. Slump: ASTM C 143; one test at point of discharge for each day's pour of each type of
concrcte; additional tests when concnete consistency seems to have changed.
2. Air Content: ASTM C 173, volumetric method for lightweight or norrial weighr
concrete; ASTM C 231 pre$ure method for normal weight concrete; one for each day's
pour of each type of air-entrained concrcte. Adjust testing to exclude entrapped air.
3. Concrete Temperature: Test hourly when air ternperature is 40 degrees F (4 degrees C)
and below, and when 80 degrees F (27 degrees C) and above; and each time a set of
compression test specimens made.
4. Compression Test Specimen: ASTM C 3l; one set of 4 standard cylinders for each
compressive strength test, unless otherwise directed. Mold and store cylinders for
laboratory cured test specimens except when field-cure test specimens are required.
5. Compressive Strength Tese: ASTM C 39; one set for each day's pour as follows: I sa
for each 5 to 25 cubic yards; I set for each 50 cubic yards up to 100 cubic yards; l set for
every 200 cubic yards rhereafter; one specimen tested at 7 days; rwo specimens tested at
28 days, and one sp€cimen retained in rcserve for later testing required. When fiequency
UAIL UALLEY MEDICAL CENTER
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oftesting will provide less than 5 strength tests for a given class of concrete, conduct
testing from at least 5 randomly selected batches or from each batch if fewer than 5 are
used.
When total quantity ofa given class of concrete is less tJran 50 cubic yards, strengtlr
waived by Architect if in his judgment, adequate evidence of satisfactory strength is
provided. When strength of field-cured cylinders is less than 85 percent of companion
laboratory-cured cylinders, evaluate current operations and provide corrective procedures
for protecting and curing the in-place concrete.
Srrength level of concrete will be considered satisfactory if average ofsets ofthree
consecutive strength test resuls equal or exceed specified compressive strength, and no
individual strength test result falls below specified compressive strength by more than
500 psi.
D. Test results will be reported in writing to Architect, Structural Engineer and Contractor within 24
hours after tests. Reports ofcompressive strength tests shall contain the project identification
name and number, date of concrete placement, name of concrete lesting service, concrete tlpe and
class, location of concrete batch in structure, design compressive strength at 28 days, concrete mix
proportions and materials; compressive breaking strength and type ofbreak for both 7-day tests
and 28-day tests.
E. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be
permined but shall not be used as the sole basis for accepance or rejection.
F. Additional Tests: The testing service will make additional tests of in-place concr€t€ whcn test
results indicate specified concrete strengths and here characteristics have not been attained in the
structune, as directed by Architect. Testing service may conduct tests to det€r:tnine adequacy of
concrete by cored cylinders complying with ASTM C 42, or by other methods as directcd.
Contractor shall pay for such tests when unacceptable concrete is verified.
END OF SECTION
VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STNACTUML FMME
Con\fiuction DocumcnE
9 JULY 2OOL
IIIJI9&N7I.A 0330tL23
I SECTION 04200 aNrr MASONRr ASSEMBLIES
I SECTIONO42OO.UNTTMASONRYASSEMBLIES
I PARTI-GENERAL
-I 1.1 RELATEDDOCUMENTS
I A' fralilss and general provisions of the Contract, including General and Supplementary
t Conditions and Division I Specification Sections, apply ro this Section.
I r.2 sr.lMMARyI
A. This Section includes unit masonry assemblies consisting of the following:
I 1. Concrete masonry units,2. Mortar and gout.
I 3. Reinforcing steel.
t 4. Masonry joint reinforcement.5. Miscellaneousmasonryaccessories.
I B. Related Sections include the following:r 1. Division 7 Section "Firestopptg" for firesropping at tops of masonry walls and at
openings in rnasonry walls.
t C. Products installed, but not furnished, under this Section include the following:
I l' I.::?ffij3t*1ffi::.,,""n masonry openings, tumished under Division 8 Section
II
1.3 SI.JBMITTALS
I A. General: Submit each item in this Article according to the Conditions of the Contract andDivision I Specification Sections.-
I B. Product Data: For each different masonry unit, accessory, and other manufactured product
specified.
r 1.4 DEFIMT]ONS
I A. Reinfonced Masonry: Masonry containing reinforcing steel in grouted cells.
r B. Qualification Data: For firms and persons specified in "Quality Assurance" Article.
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Cold-Weather Procedures: Detailed description of methods, materials, and equipment to be
used to comply with cold-weather requirements.
QUALITY ASSURANCE
Source Limitations for Masonry Units: Obtain exposed masonry units of a uniform texture and
color, or a uniform blend within the ranges accepted for these characteristics, through one
source from a single manufacturer for each product required.
Source Limitations for Mortar Materials: Obtain rnortar ingredients of a uniform quality,
including color for exposed masonry, from one manufacturer for each cementitious component
and from one source or producer for each aggregate.
Fire-Resistance Ratings: Where indicated, provide materials and construction identical to thoseof assemblies with fire-resisrance ratings determined per ASTM E l 19 by a testing and
inspecting agency, by equivalent concr€te masonry thickness, or by another means, as
acceptable to authorities having jurisdiction.
DELTVERY, STORAGE. AND HANDLING
Store masonry units on elevated platforms in a dry location. If units are not stored in an
enclosed location, cover tops and sides of stacks with waterproof sheeting securely tied. ff
units become wet, do not install until they are dry.
Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not
use cenrentitious materials that have becorne damp.
Store aggregates where grading and other required cbaracteristics can be maintained and
contamination avoided.
Store masonry accessories, including rnetal items, to prevent corrosion and accumulation of dirt
and oil.
I.7 PROJECTCONDTTIONS
A' Protection of Masonry: During construction, cover tops of walls, projections, and sills with
waterproof sheeting at end of each day's work. Cover partially completed masonry when
construction is not in progress.
l. Extend cover a minimum of 24 inches down both sides and hold cover serurely in place.' 2. Wherc one wythe of multiwythe masonry walls is completed in advance of other wythes,
se4ure cover a minimum of 24 inches down face next to unconstructed wvthe and hold
cover in place.
B. Do not apply uniform floor or roof loads for at least 12 hours and concentrated loads for at least
3 days after building masonry walls or colunms.
VAI L VALIEY M EDICAL C E NTER
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I C. Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left't exposed or painted. Immediately remove grout, mortar, and soil that come in contact with such. masonry.
I l. Protect base of walls from rain-splashed mud and from mortar splatter by coverings
spread on ground and over wall surface.
I 2. Protect sills, ledges, and projections from mortardroppings,I 3. Protect surfaces of window and door frames, as well as similar products with painted and
integral finishes, from mortar droppings.
fl 4. Turn scaffold boards near the wall on edge at the end of each day to prevent rain from
f splashing rnortar and dirt onto completed masonry.
I D' Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice
I or frost. Do not build on frozen subshates, Remove and replace unit masonry damaged by frost
or by freezing conditions. Comply with cold-weather construction requirements contained in
r Section 2104.3 of the Uniform Building Code.rr l. Cold-Weather Cleaning: Use liquid cleaning methods only when air temperature is 40
deg F and above and will remain so until masonry has dried, but not less than 7 days after
t completing cleaning.
I 1.8 UNTTSTRENGTHS
I A. All completed masonry assemblies shall have a minimum 28 day compressive prism strength of
- l500psi.
'- B. hoportion all mortar and grouts to provide the minirmrm 28 day compressive prism strength
indicated'It
PART2-PRODUCTS
I 2.1 CONCRETEMASONRYI]NTTS
I A. General: Provide shapes indicated and as follows:
I l. Provide special shapes for lintels, comers, jambs, sash, control joints, headers, bonding,
I and other special conditions.r 2. Provide bullnose units for outside comers. unless otherwise indicated.3. Provide square-edged units for outside comers, unless indicated as bullnose,
I B. Concrete Masonry Units: UBC Standard 2i4 and as follows:
I L Unit Compressive Srength: Provide units with minimum averag€ net-area comprcssive
I strength of 1900 psi.
2. Weight Classification: Nomal weight, unless otherwise indicated.
11 3. Provide Type I, moisture-controlled units.
I HLM98N71.O4 UNLUALLEY MEDICALCENTER O42OE3
DEMOUTION AND STRACTARAL FMME
I Constttction Documents
9 JuIy 2ffi1
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I SECTION 04200 uNrr MASONRr ASSEMBUES
I 4. Size (Width): Manufactured to the following dimensions:r a. 8 inches nominal;7-5l8 inches actual.
I 5- Exposed Faces: Manufacturer's standard color and texture, unless otherwise indicated.I
I 2.2 MORTAR AND GROUTMATERTALS
I A. Portland Cement: ASTM C 150, Type I or II, except Type trI may tr used for cold-weather
I construction. Provide natural color or white cement as required to produce mortar color as
I selected by architect from manufacturers standard selections.
I B. Portland Cement-Lime Mix: Packaged blend of portland cement complying with ASTM C 150,
t Type I or Type trI, and hydrated lime complying with ASTM C 207.
C. Mortar Cement: LJBC Standaxd 2l-14.
I D. Masonry Cement: UBC Standard 2l-ll.
I l. For pigmented mortar, use a colored cenrent formulation as required to produce the color
I indicated or, if not indicated, as selected from manufacturer's standard formulations,
f| a. Pigments shall not exceed l0 percent of portland cement by weight for mineral
I oxides nor Zpercent for carbon black.b. Pigments shall not exceed 5 percent of mortar cernent or lnasonry cenrent by
weight for mineral oxides nor I percent for carbon black.
r E. Aggregate for Mortar: ASTM C 144; except for joints less than l/4 inch thick, use aggregate
graded with l(X) percent passing the No. 16 sieve.rII I ' White-Mortar Aggregates: Natural white sand or ground white stone.
I F. Aggregare for Grout: ASTM C 404.
!G. Mortar Pigments: Natural and synthetic iron oxides and chromium oxides, compounded for user in rnorcar mixes. Use only pigments with a record of satisfactory performance in nrasonry
I morraf.
H. lffater: Potable.
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2.3 REINFORCING STEEL
I A. Uncoated Steel Reinforcing Bars: ASTM A 615/4 615M; ASTM A 616l| 616M, including
Supplement l; oTASTM A617lA 617M, Grade 60.
I 2,4 MASONRYJOINTREINFORCEMENT
I A. General: comply with UBC Standard 2l-10 and as follows:
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PART3 -EXECUTION
E)(AMINATION
Examine conditions, with Installer present, for compliance with requirements for instaltation
tolerances and other conditions aJfecting performance.
L Mill galvanized, carbon-steel wire for interior walls..2. Hot-dip galvanized, carbon-steel wire for interior walls.3. Wire SizeforCrossRods: Wl.7or0.l48-inch.4. Prwide in lengths of not less than l0 feet , with prefabricated corner and tee units where
indicated.
For single-wythe masonry, provide either ladder or tnrss type with single pair of side rods and
cross rods spaced not more than 16 inches o.c
MISCELLANEOUS MASONRY ACCESSORIES
compressible Filler: Premolded fiiler strips complying with ASTM D 1056, Grade 2Al;
compressible up to 35 percent; of width and thickness indicated; formulated from neoprene or
urethane depending on compatibility.
Preformed Control-Joint Gaskets: Material as indicated below, designed to fit standard sash
block and to maintain lateral stability in masonry wall; size and configuration as indicated.
I ' styrene-Butadiene-Rubber compound: ASTM D 2000, Desigrration M2AA-g05.
Bond-Breaker strips: Asphalt-saturated, organic roofing felt complying with ASTM D 226,
Type I (No. 15 asphalt felt).
Wicking Material: Cotton or polyester rope, l/4 to 3/8 inch in diameter, in length required to
produce 2-inch exposure on exterior and 18 inches in cavity between wythes.
MORTAR AND GROUT MD(ES
General: Do not use admixtures, including pigments, air-entraining agents, accelerators,
retarders, water-rePellent agents, antifreeze compounds, or other admixtures, tmless otherwise
indicated.
l. Do not use calcium chloride in mortar or grout.2. Add cold-weather admixture (if used) at the same rate for all morrar, regardless of
weather conditions, to ensure that moriar color is consistent.
Mortarfor Unit Masonry: Comply with Proportion Specification.
VAI L VALLEY MEDI CAL CENTER
DEMOUTION AND STRACTARAL FRAME
Cowtruction Docu.ments
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SECTION UaOO UNIT MASON RY ASSEMBLI ES
l. For the record, prepare written report, endorsed by Installer, listing conditions detrimental
to performance.
2. Verify rhat foundations are within tolerances specified.3. Verify that reinforcing dowels are properly placed.4' Proceed with installation only after unsatisfactory conditions have been corrected.
Before installation, examine rough-in and built-in construction to verify actual locations of
piping connections.
INSTALLATION, GEMRAL
Thickness: Build cavity and composite walls and other masonry construction to the full
thickness shown. Build single-wyhe walls to the actual widths of masonry units, using units of
widths indicated.
Build chases and tecesses to accommodate items specified in this Section and in other Sections
ofthe Specifications.
Lrave openings for equipment to be installed before completing masonry. After instailing
equipment, complete masonry to match the construction immediately adju""nt to the opening.
cut masonry units with motordriven saws to provide clean, sharp, unchipped edges. cut units
as reggSed to provide a continuous pattem and to fit adjoining ionstruJtibn. Where possible,
use full-size units without cuning. Allow units cut with water-cooled saws to dry before
placing, unless wetting of units is specified. Install cut units with cut surfaces and, where
possible, cut edges concealed.
Select and arrange units for exposed unit rnasonry to produce a uniform blend of colors and
textures.
CONSTRUCTION TOLERAT.ICES
Comply with tolerances in ACI 530.1/ASCE 6/TMS 6@ and the following:
For conspicuous vertical lines, such as external corners, door jambs, reveals, and expansion and
control joints, do not vary from plumb by more than 1/4 inch in 20 feet nor l/2 inch
-maximum.
For vertical alignnrnt of exposed head joints, do not vary from plumb by more than l/4 inch in
l0 feet, nor l/2 inch maximum.
For conspicuous horizontal lines, such as exposed lintels, sills, pardpets, and reveals, do not
vary from level by more than l/4 inch in 20 feet nor lt2inch rnaximum.
fo1 elRosed head joints, do not vary from thickness indicated by more than plus or minus l/8
inch Do not vary from adjacent bed-joint and head-joint thicknesses by more than l/g incb.
LAYINGMASONRYWALLS3-4
VAI L UALLEY M EDI CAL C E NTE R
DEMOUTION AND STRACTARAL FRAME
C o nstntction Doctorrents
9 July 2Nl
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SECTION M2OO ANIT MASONRY ASSEMBLIES
Lay out walls in advance for accurate spacing of surface bond pattems with uniform joint
thicknesses and for accurate location of openings, movement-type joints, returns, and offsets.
Avoid using less-than-half-size units, particulady at corners, jambs, and, where possible, at
other locations.
Bond Pattem for Exposed Masonry: L,ay exposed masonry in the following bond pattem; do
not use units with less than nominal 4-inch horizontal face dimensions at corners or jambs.
Lay concealed masonry with all units in a wythe in running bond or bonded by lapping nor less
than 2 inches. Bond and interlock each course of each wythe at corners. Do not use units with
less than nominal 4-inch horizontal face dimensions at corners orjarnbs.
Stopping and Resuming Work: In each course, rack back one-half-unit length for one-half
running bond or one-third-unit length for one-third running bond; do not tooth. Clean exposed
surfaces of set rnasonry, wet clay masonry units lightly if required, and remove loose maionry
units and mortar before laying fresh masonry.
Built-in Work: As construction progresses, build in items specified under this and other
sections of the specifications. Fill in solidly with masonry around built-in items.
F' Fill space between hollow-metal frames and rnasonry solidly with mortar, unless otherwise
indicated.
Fill cores in hollow concrete mirsonry units with grout firtl height under bearing plates, beams,
lintels, posts, and similar items, unless otherwise indicated.
Build non-load-bearing interior panitions full height of story to underside of solid floor or roof
structure above, unless otherwise indicated,
l. Install compressible filler in joint between top of partilion and underside of structure
above.
2. At fire-rated partitions, install firestopping injoint between top ofpartition and underside
of structure above to comply with Division 7 Section "Firestopping."
3.5 MORTARBEDDINGANDJOINTING
A. Lay hollow masonry units as follows:
l With full mortar coverage on borizontal and vertical face shells.2. Bed webs in mortar in starting course on footings and in all courses of piers, cotumns,
and pilasters, and where adjacent to cells or cavities to be filled with grout.3. For starting course on footings where cells are not grouted, spread out full mortar bed,
including areas under cells.
B. Tool exposed joints slightly concave when thumbprint hard, using ajointer larger than the joint
thickness, unless otherwise indicated.
l. For glazed masonry units, use a nonmetallic jointer 3/4 inch or more in width.
VAI L UALLEY MEDI CAL CENTER
D EM O UTI O N AND STRA CTARAL F RAM E
Construction Documents
9 JnIy 2Ml
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I SECTTON U200 aNrT MASONRYASSEMBLIES
I 3.6 ANCHORTNG MASONRY TO STRUCTURAL MEMBERS
r A. Anchor masonry to structural members where masonry abuts or faces structural members to
I complv with the followine:
L Provide an open space not less than 2 inches in width between masonry and stmctural
member, unless otherwise indicated. Keep open space free of mortar or other rigidI materials.
2. Anchor masonry to structural members with flexible anchors embedded in masonry joints
I and attached to structure.
I 3. Space anchors as indicated, but not more tban?.4 inches o.c. vertically and 48 inches o.c.
horizontally.
- 3l coNTRoLANDExpANsToNJoINTS
I A. General: Install control joints in unit masonry as required. Build-in related items as rnasonryr progesses. Do not form a continuous span through movement joints unless provisions are
made to prevent in-plane restraint of wall or partition movement.
I B. Form control joints in concrete masonry as follows:
I 1. Fit bond-breaker strips into hollow contour in ends of concrrete rasonry units on one side
I of control joint. Fill resultant core with grout and rake joints in exposed faces.2. Install preformed control-joint gaskets designed to fit standard sash block.
1; 3. Install interlocking units designed for controljoints. Install bond-breaker strips at joint.
I Keep head joints free and clear of mortar or rake joint.
4. Install temporary foam-plastic filler in head joints and remove filler when unit masonry is
comPlete
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3.8 LINTELS
I A. Install reinforced concrete lintels over all openings.
I B. Provide minimum bearing of 8 inches at each jamb, unless otherwise indicated.
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I 3.9 RETNFORCED T.JNIT MASONRY TNSTALLATTON
t A. Temporary Formwork and Sbores: Construct formwork and shores to support reinforced
I
masonry elements during construction.
I 1. Construct formwork to conform to shape, line, and dimensions shown. Make it
zufficiently tight to prevent leakage of mortar and grout. Brace, tie, and support forms to
I maintain position and shape during constnrction and curing of reinforced m onry.
I 2, Do not rernove forms and shores until reinforced ma$onry members have hardened
sufficiently to carry their own weight and other temporary loads that may be placed on
them during construction,
I HLM98OO71.A VAILUAIJ^EYMEDICALCENTER A42UA
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SECTION M2OO ANIT MASONRY ASSEMBUES
Placing Reinforcement: Comply with requirements of Section 2104.5 of the Uniform Building
Code.
Grouting: Do not place grout until entire height of masonry to be grouted has attained sufficient
strength to resist gfout pressure.
1. Comply with requirements of Section 21M.6 of the Uniform Building Code for cleanouts
and for grout placement, including minimum grout space and maximum pour height.
3.10 PARGING
A. Parge predampened masonry walls, where indicated, with Type S mortar applied in 2 uniform
coats to a total thickness of 3/4 inch Scarify first parge coat to ensure full bond to subsequent
coat.
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Use a steel-trowel finish to produce a smooth, flat, dense surface with a maximum surface
variation of l/8 inch per foot Form a wash at top of parging and a cove at bottom.
Damp-cure parging for at least 24 hours and protect the parging until cured.
REPAIRING, POINTING, AND CLEANING
Remove and replace rnasonry units that are loose, chipped, broken, stained, or otherwise
damaged or that do not match adjoining units. Install new units to match adjoining units; install
in fresh mortar, pointed to eliminate evidence of replacement,
Pointing: During the tooling of joints, enlarge voids and holes, except weep holes, and
completely frll with morta:r. Point up joins, including corners, openings, and adjacent
construction, to provide a neat, uniform appearance, Prepare joints for sealant application.
ln-Progress Cleaning: Clean unit rnasonry as work progresses by dry brushing to remove
mortar hns and smears before tooling joints,
Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as follows:
l. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes
or chisels.
2. Test cleaning methods on sample wall panel; leave one-half of panel uncleaned for
comparison purposes. Obtain Architest's approval ofsample cleaning before proceeding
with cleaning of masonry.
3. Protect adjacent stone and nonmasonry surfaces from contact with cleaner by covering
them with liquid strippable masking agent, polyetbylene film, or waterproof masking
tape.
4. Clean nmsonry with a proprietary acidic cleaner applied according to manufacorer's
written instructions.
5. Clean concrete mffionry by cleaning method indicated in NCMA TEK 8-2 applicable to
type of stain on exposed surfaces.
VN L VALLEY MEDICAL CENTER
DEM OUTI ON AND STRA CTURAL F RAM E
Co ttstttction Doc wnen8
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SECTION M2OO A NIT MASON RY ASSEM BLI ES
3.12 MASONRY WASTE DISPOSAI
A. Recycling: Unless otherwise indicated, excess masonry materials are Contractor's property. At
completion of unit masonry work, remove from project sirc..
B' Excess Masonry Waste: Remove excess masonry and other masonry waste by legally disposal
of offOwner's property.
END OF SECTION O42OO
VAI L VALIBY MEDI CAL CENTER
DE M OUTI ON AND STRA CTA RAL FRAME
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SECTION 01230 REI N FORCED CONCRETE MASONRY T]NITS
SECTION 04230 - REINFORCED CONCRETE MASONRY UNITS
PART I .CENERAL
1.OI SUMMARY
. A. Section Includes:L Concrete masonry units.2. Morkr and grout.
3. Reinforcement,anchorage,andaccessories.
B. Related Sections:
l. Reinforcing bars for reinforced unit masonry: Division 3.
I.O2 SYSTEMDESCRIPTION
A. Perfonnance Requirements: Minimum ultimate compressive stength of engineered mason4r,
determined in accordance with ACI 530.I/ASCE 6, is based on a prisn strengtlr of 1500 psi.
1.03 SUBMITTALS
A. hoduct Data: Submit published data from manufacturerr of products and accessories specified,
indicating compliance with requirements.
B. Test Reports: Submit results of masonry testing specified, including the following information:l. Age at test.2. Storage conditions.
3. Dimensions er/t).4. Compressive strength of individual prisms.5. Coefficient of variation (v).6. Uhimate compressive strength of masonry, which has been corrected for the coeffici€Ntt of
variation and the M ofthe prisms tested.
1.04 QUALTTYASST.IRANCE
A. Conform to the mosr rigid requirements ofthe following, except where exceeded by provisions ofthe
confact documents:l. ACI 530.1/ASCE 6 - ..Specifications for Masonry Strucrures,'.2. Colorado Masonry lnstitute Standard 301 'Building Code Requirements for Masonry
Construction".
3. "Uniform Building Code" chapter 21.
I.O5 DELIVERY, STORAGE, AND HANDLING
A. Deliver' handle, and store masonry units by means which will prevent nechanical damage and
deterioration due to moisture, ternperature changes, and contarnination by other mareriali.l. Provide protection which will limit moisture absorption of concrete masonry units to fie
maJdmnm Percentage specifi€d for Type I units at relative humidity which is nomal for the
projcct site.
B. Protect cementitious materials from precipitation and absorption of ground moisnre.
VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STRACTUBAL FMME
Constaaion Docutttttx
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SECTION 01230 REINFORCED CONCNETE MASONRY ANITS
C. Store masonry accessories to prevent conosion, dirt accumulation, and other deterioration.
PROJECT CONDITIONS
A. Construction Protection: Cover tops of incomplete masonry elements with waterproof sheet material
at end of each work-day and when masonry work is not under way.l. Secure weather protection in place with weights or by use of temporary fastenen.2. Immediately remove mortar, soil, and other such materials from exposed masonry faces to
prevent staining.3. Prevent splashing and soiling of masonry near ground level by spreading sheet material to
cover soil or masonry faces.4. Protect horizontal masonry elements from mortar droppings.
Loading hotection: Do not apply uniform floor or roof loads for at least 12 hours, or concentat€d
Ioads for at least 3 days, after completion of masonry elements.
HohWeather Protection: Cover or shade masonry units and mortar materials and use cool water for
mortar whenever ambient air temp€rature is 90 degrees F or greater. At air temperatures of 85
degrees F or above, ifrelative humidity is l€ss than 30 percent or wind is in excess of l5 miles per
hour, provide protection by immediately covering newly constructed walls, by providing windbreala,
or by using fog spray to reduce rate of evaporation.
PART2 - PRODUCTS
2.01 CONCRETE MASONRY UNITS
Concrete Block: Comply with reference standard for types required, and as follows:l. Size; Standard lighnrreight units with nominal face dimensions of 16 inches long and 8
inches high (15-5/8 by 7-518 actual), with nominal thickness as indicated on drawings for
various locations.2. Special shapes: Provide special block types where required for comers, control joints,
headers, lintels, and other special conditions, whether or not specifically indicated on the
drawings as special.a. Outside corners: Square-edge units exccpt where otherwise indicated.3. Hollow load-bearing units: ASTM C 90, and as follows:a. Type l: Moisture-controlled units.b. Lightweight.
c. Exposed faces: Manufacturer's standard color and texture, except where special
fmistr is indicated, as follows:l. Matcb architect's sample for color, pattem, and texture.a. Finish: Standard all locations.
l. Standard smooth texture for I by 8 by 16 and 8 by 12 by
l6 inch units for all interior locations.
2.02 MORTARANDGROUTMATERIALS
Portland Cement: ASTM C 150, Type l.
Hydrated Lime: ASTM C 207, Type S.
Aggregate for Mortar: ASTM C 144.
YAIL VALLEY MEDICAL CENTER
DEMOLITION AND STRACTURAL FRAME
Construction DocamenE
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D Crout: ASTM C 476; provide consistency required at time of placement to fill completely all spaces
indicated to be grouted.
L use fine grout in spaces less than 2 inches in least horizontal dimension.2. Use coarse grout in spaces 2 inches or more in least horizontal dimension.
2.05 MISCELLANEOUSMASONRYACCESSORIES
A. Prism Testing: Test masonry prisms in accordance with ASTM E 2t47, Method B, for wall types as
follows:
l All construction.
a. Procedure: Prepare two sets of prisms; test one set at 7 days and one set at 28 days.b. Concrete masonry prisms: Fabricate with height+o-thickness ratio ofnot less than
1.33 and not more than 5.0; apply correction factor as specified in ACI
530.I/ASCE 6 if ratio is other than 2.0.
B. Flexural Bond Strength: test masonry prisms for flexural bond strength in accordance with ASTM E
5 18, with tooled joins facing downward.
PART 3 - EXECUTION
3.OI INSTALLATIONPROCEDURES
A. Concrete Masonry Units: Do not wet concrete masonry units prior to laying.
B Reinforcement and Anchorage: Before placing metal milsonry accessories, remove loose rust, dirt,
and other coatings.
C. Masonry Thickness: Build masonry to accommodate the work of other trades, including chases and
recesses a; shown or:equired. Provide not less than 8 inches of masonry between jambs of openings,
chases, recesses and expansion joints.
I . Build single-wythe walls to actual thickness of masonry units.
D. Chases and Recesses: Build masonry to accommodate the work of other trades, including chases and
recesses as shown or required. Provide not less than 8 inches of rnasonry between jambs of openings
and chases and r€c€sses.
E. Openings for Access, Equipment and Services: Leave openings in masonry as required for
subsequent installation of doors, windows, equipment and services. Make openings in desigrated
locations and in exact size required, ifknown; otherwise, leave rough openings in approximate size
required and complete masonry work after installation of equipment, matching adjoining masonry.l. All masonry openings shall have reinforced concrete masonry bond beams as shown in
detail 1302. sheet S1.3.
F. Cutting: Where cutting is required, use power saws to provide clean, sharp, unchipped edges.L Do not use wet cutting techniques with concrete unit masonry.
3.02 CONSTRUCTIONTOLERANCES
A. Variation from Plumb: Do not exceed the following constuction tolerances in vertical elements,
including surfaces of walls, columns, and arises:
1. ll4 inchin l0feet.
2. 3/8 inch in one story height, or 20 feet, whichever is less, except Ii4 inch for extenral
comers, expansion joins, and other highly conspicuous vertical elements.
VAIL UALLEY MEDICAL CENTER
DEMOLITION AND STRACTARAL FMME
Construction Docarrgnfi
9 ru$ 2001
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SECTION 01230 NEINFORCED CONCRETE MASONRY UNITS
3. l/2 inch in 40 feet or more.4. Plus or minus l/4 inch in l0 feet l/2 inch maximum, for vertical alignment of head joints.
B. Variation from Level: Do not exceed the following construction tolerances for bedjoints and lines of
exposed lintels, sills, parapets, horizontal grooves, and other conspicuous horizontal elernents:1. l/4 inch in one bay or in 20 feA maximum.2. l/2 inch in 20 feet or more.
C' Variation from Plan Lines: Do not exceed t}le following horizontal construction tolerances for related
portions of columns, walls, and partitions.
l. ll2 inch in any bay or 20 feet maximum.2. 3/4 inch in 40 feet or more.
D. Variation in Cross Section: Do not exceed the following construction tolerances for thickness of
walls and other masonry elements:l. Minus l/4 inch.3. Plus 1/2 inch.
E. Variation in Mortar Joint Thickness: Do not exceed the following colstruction tolerances for
thickness of mortar joints:
I . Bed joints: Plus or minus l/8 inch.2. Head joints: Minus l/4 inch, plus 3/8 inch.
3.03 MASONRYCONSTRUCTION.GENERAL
A. The basic wall reinforcing is as follows:l. # 6 @ 16" o,c. vertical in solid grouted cells with 9 gage horizontal joint reinforcing at 16"
o.c. in exterior walls.2. 2#5 in bond beam @32" o.c. spaced vertical in 8" cmu. Place bars v€rtical in one layer.3. 4-#5 in bond beam @32" o,c. spaced vertical in 12" cmu. Place 2 bars in each face 2518"
from the exterior.4. 28 day prism srength shall not be lessthan tS00 psi.5. See sections for additional wall reinforcing.
B. Layout Lay out masonry for accurate pattern bond, for uniform joint widths, and for accurate
location ofspecific features before beginning actual construction. Avoid use of masonry units of less
than % size. Do not us€ units with less than nominal 4 inch horizontal face dimensions at comers and
jambs.
C. Pattcrn Bond: Lay exposed masonry in pattem bonds indicated on drawings.L Lay all masonry in running bond.2. Interlock wythes at comers and offsets in each course with masonry bond beams.
D. Stopping Work: Lay masonry in proper sequence to avoid toothing. Rack walls back in each course
at end of each work day. Before resuming, clean exposed surfaces and remove loose masonry units
and mortar.
E. Built-in Work: As work progresses, build in items indicated for installation in masonry, filling around
built-in items solidly with masonry.l. Filljoints between masonry and metil frames solidly with mortar, unless specific conditions
are otherwise detailed.
2. At locations where built-in items are to be connected to hollow unit masonry, solidly grout
cores to provide adequate anchorage.
UAIL UALLEY MEI'ICAL CENTER
DEMOLNION AND STNACTUML FMME
Con$ruaion Doumenls
9 July 2001
HLMgEM7llM
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sEcnoN 01230 REINFORCED CONCRETE MASONRY Al{jTS
3. Unless otler conditions are specifically detailed, solidly grout cores for at least 24 inches
below bearing plates, lintels, and similar features and conditions.
Expansion and Control Joints: Build in movement joints where indicated, installing accessory itcrns
as masoffy is consffucted
I . Install prefabricated elastic joints in accordance with Division 7 specifications.2. Install non-elastic joint fillers as indicated.3. Do not exceed 24 feet between expansion joints.
3.M LAYING MASONRY UNITS
Hollow Masonry Units: Install so that face shells are solidly mortared, horizontally and vertically.
Bed webs solidly in mortar at starting course.l. Bed webs solidly in mortar at cores to be grouted.
Joints: Make mortar joints visually and dimensiona y consistent.
I . Except as othenvise indicated, maintain mortar joint widths of 3/8 inch.
Concealed Joints: Cut flush, unless otherwise detailed.
Exposed Joints: Using concave jointer slightly larger than joint width, tool exposed joints before
mortar has assumed final set.
Resetting: Do not pound, tap, or otherwise attempt to adjus masonry units after initial set has
occurred. Remove units which require adjusting, clean thoroughly, and reset in fresh mortar.
3.05 JOINT REINFORCEMENT, SINGLE.WYTHE WALLS
General: Provide continuous horizontal joint reinforcement for specific single-wythe masonry walls
indicated. Lap reinforcing a minimum of 6 inches.
Vertical Spacing: Not more than 16 inches on center.
Continuity: Use prefabricated L-shaped and T-shaped sections at comeni and intersections. Do not
span movement joints with reinforcement.
3.06 INSTJLATION
lnstall granular insulation for masonry walls as specified in Division 7.
3.07 INSTALLING REINFORCED IJNIT MASONRY
Preparation: Clean reinforcement bars ofloose rust; do not use bars which have nrsted excessively or
which have bends or kinks not shown on drawings.
Placing Reinforcement: Secure rcinforcement accurately at locations indicated and to avoid
displacement; minimum spacing between bars or to masonry surfaces shall be bar diam eter y. lrtrch
for fme grout % inch for coarse grout.
Splicing: Provide lapped splices of minimum size indicated or p€rmitted by governing code at
locations shown; other methods or locations must be approved by the architect.
YAIL UALLEY MEDICAL CENTER
DEMOLITION AND STNACTAML FMME
Constnacfron Docurrnnt
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SECTION U230 RE I N FORCED CON C RETE MAS ONRY ANITS
D. Formwork: Constnrct formwork where required for temporary support of reinforcement is required in
mortar joints, adjust joinr thickness to provide not less than % inch of mortar between reinforcement
and masonry surfaces.
E. Mortar Joints: Where reinforcement other than prefabricated joint reinforcement is required in mortar
joints, adjustjoint thickness to provide not less than % inch of mortar between reinforcement and
masonry surfaces.
F. Reinforced Hollow Unit Masonry: Maintain vertical continuity of core or cell cavities to be grouted.
Keep cavities clear of mortar, including bed area of first course, to provide minimum clear dimension
indicated, to provide minimum clearance and grout coverage for vertical reinforcement bars, and to
provide direct grout contact with supporting surfaces.l. At bond beams or other horizontally reinforced masonry, provide special masonry units or
saw units to accommodate reinforcement.2. Contractor option: Fill all cores with gout in lieu of closing core spaces below bond beams
and providing mortar bedding of masonry cross webs.
3,08 GROUTING
A. Grouting Standard: Grout reinforced masonry in accordance with requirements of ACI 530.I/ASCE
6.
l. Do not pour grout until mortar has cured sulliciently to withstand grout pressure:2. Use grouting techniques that comply with chapter 2l of the 1997 Uniform Building Code.
Provide clean-outs at all grout locations.
3.09 FIELD QUALITY CONTROL
A. Compression Tests: Test masonry prisrns for each wall type indicated, conducting sampling and
testing in accordance with ASTM E 447, Method B, and as follows:
| . Prepare one set of prisms for testing at 7 days and one set at 28 days. Testing at 28 days will
not be required if 7-day tests indicate that 28-day strength will be equal to or greater than
required minimum ultimate compressive strength.2' Concrete unit masonry prisms: Match preconstruction prisms in height-to-thickness ratio.3. Prepare and Gst prisms for each 5,000 square feet of masonry installed.
B. Flexural Bond Strength: Test masonry prisms for flexural bond strength in accordance with ASTM E
518, with tooled joints facing downward, and as follows:l. Conduct test for each 5,000 square fcet of masonry installed.2. Acceptable results shall be not less than the following:a. 50 psi.
C. Report test results in writing, and in the form specified under applicable test method, to both the
architect and the contractor not later than the day after the test is conducted.
3.IO REPAIRINC MASONRY
A. Replacement Carefully remove areas of damaged masonry and replace with matching, undamaged
units using mortar which matches original work.B. Pointing: As joints are being tooled, remove mortar with visible holes or mortar which cannot be
compacted properly because ofhidden voids, and replace with fresh mortar, filling each joint
completely and tooling to match adjacent work.
3.II CLEANING AND PROTECTION
VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STRACTARAL FMT.IE
Constnction lrocarrstE
9 JuIy 2lMI
HLM9EM7I4|aBbT
I sEcrloNu12nr RErNFoRCEDcoNcRETEtuIAsoNRyuNrrsr
I A. Clean masonry after mortar is thoroughly set and cured.l. Scrape off adhered mortar particles by hand, using non-metallic tools.
I 2. Test cleaning methods on half of sample panel, leaving other half in original state.|
" r"Tis;iffiil:iff;T,T'*iffi*#i'""ff:ff#ilf,Hsi#m'dHl;,ry
immediately after cleaning.
I 5. Use bucket and brush hand-cleaning method described in BIA Technical Notes No. 20
I Revised for brick masonry, except use detergent mixture only.6. Comply with directions of concrete unit masonry manufacturer and NCMA Tek Bulletin No.
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45 for cleaning CMU.
I B. Protection: Institute protective measures as required to ensure that unit masonry wor* will be clean
and undamaged at substantial completion.I
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I HLM,EIMN-A VAILVALLEYMEDICALCENTERr rrEMoLITIoNANDsrRacraRAL FMME
Consfi uctlon l)ocatncn8
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SECTIONO'I2O STNACTANALSTEEL
I SECTION05I20-STRUCTURALSTEEL
I PARTI -6ENERAL
I.O RELATEDDOCUMENTS
I A. Drawings and general provisions of ContracL including Specification Sections, appty to this Section.I
I.OI DESCRIPTIONII A. Work Included: This Section includes fabrication and erection of structural steel work, as shown on
drawings including schedules, notes and derails showing size and location of members, typical connections,
and types of steel required.
f l. Structural steel is that work defined in American Institute of Steel Construction (AISC) "Code of
_ Standard Practice" and as otherwise shown on drawings.
I I.O2 QUALITY ASSURANCE
I A. Reference Standards: Comply with provisions of following, except where more strigent requirements are
I showr or specified:
I I. American Institute of Steel Construction (AISC)"Code of Standard Practice for Steel Buildings
and Bridges.',
-I 'ut, l":;:::"::J"#::J,J:i:::::;#:::,"-
;tr 4. American Welding Society (AWS) Dl.l "Srudural Welding Code - Steel."
I 5. ASTM A 6 "General Requirements for Delivery of Rolled Steel Plates, Shapes, sheet Piling and
Bars for Structural Use."
I}
I B. Qualifications for Welding Work: Qualiff welding procedures and wetding operators in accordance with
AWS "Qualifi cation' requirements.I
I l. hovide certification that welders to be employed in work have satisfactorily passed AWS
qualification tests.
I 2. lf re-certification of weldcrs is required, rc-fesdng will be Confactofs responsibility.
I.O3 SUBMITTALS
t A, General: Submit the following in accordance with Conditions of Contract and Division I Specification
S*tions.
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I- ELMgsNTr4t UAILYALLEYMEITIoALoENTER
^sr2ulI DEMOLITIONANDSTkACTUMLFMIIEI Construdon Docwunar gJatv2MI
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SECTIONOSI2O yTRACTARALSTEELB. Product data: Submit manufacturet's specifications and installation instructions for following products.
Include laboratory test reports and other data to sbow compliance with specifications (inchJing specified
standards).
l. Structural steel (each type), including certified copies of mill reports covering chemical and
physical properties.
2. High-strength bolts (each type), including nuts and washers.
3. Structural steel primer paint.
4. Non-shrink gout.
C. Shop- drawings: Including complete details and schedules for fabrication and assembly of struchlal steel
members, procedures, and diagrams.
l. Include details of cuts, connections, camber, holes, and other pertinent data. Indicatc welds by
standard AWS symbols and show size, length, and type of each weld.
2' Show all field connections (bolted and welded) on shop drawings. Details shail be shown in such
a manner that all connections necessary for a complete assembly are on the shop drawings so that
no reference back to the sbucnral drawings is required.
3. Use of the structural drawings as part of the shop drawings is prohibited. All drawings will be
independent of the structural drawings.
4. Provide setting drawings, templates, and directions for installation of anchor bolts and other
anchorages to be installed as work of other sections.
I.O4 DELIVERY, STORAGE, AND HANDLING
A. General: Deliver materials to site at such intervals to ensure unintemrpted progrcss of work.
B. Storage: Store materials to permit easy access for inspection and identification. Keep steel members off
ground by using pallets, platformg or other supports. Pnotect steel members and paciaged materials fiom
erosion and deterioration. lf bolts and nuts become dry or rusty, clean and re-lubricate before use.
I' Do not store materials on structure in a manner that might cause distortion or damage to members
or supporting structur€s. Repair or replace danaged materials or stuctures as directed.
PART2. PRODUCTS
2,OI MATERJALS
A' Metal Surfaces, General: For fabrication of work that will be exposed to view, use only matcrials that are
smooth and free of surface blemishes including pitting, rust and scale seam marks, roller marks, rolled
trade names, and roughness. Remove such blemishes by grinding, or by welding and grinding, prior to
cleaning, treating, and applying surface fmishes.
VAIL UALLEY MEDICAL CENTER
I'EMOLITION AND STNACTUNAL FRAME
Cowtrudion Docunu ta
9 July 2NI
ELM9TMTT4M 05120-2
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sEcTroN 05120 STRACTARAL STEEL
B. Strnctural Steel: ASTM 4992, Gr. 50.
C. Angles, plates: ASTM A,36.
D. All Threaded Rods (Anchor Bolts): ASTM A 449-105.
E. Structural Tubing, Cold Formed: ASTM A 500; Grade B, ff = 46 ksi.
F. Seamless Steel Pipe: ASTM A 53; Grade B, fr = 36 ksi.
G. High-Strength Threaded Fasteners: Heavy hexagon structural bols, heavy hexagon nuts, and hardened
washers,
as follows:
l. Quenched and tempered medium-carbon steel bolts, nuts, and washers, complying with ASTM A
325.
H. Electrodes for Welding: Comply with AWS Code.
A. Shop Fabrication and Assembly: Fabricate and assemble Struchral assernblies in shop to greatest extent
possible. Fabricate items of structural steel in accordance with AISC Specifications and as indicated on
final shop drawings. Provide camber in stnirctural members where indicated.
l. Properly mark and march-mark materials for field assembly. Fabricate for delivery sequ€,nce that
will expedite erection and minimize field handling of materials.
2. Where finishing is required, complete assembly, including welding of units, before start of
finishing operations. Provide finish surfaces of members exposed in final shuchre free of
markings, burrs, and other defects.
B. Connectiolrs: Weld or bolt shop connections, as indicated.
C. Field connections: Bolted, except where welded connections or other connections are indicated.
l. hovide high-strength threaded fasteners for all bolted connections.
D. High-Strength Bolted Construction: Install high-srength threaded fasteners in accordance with AISC
Specifications for "Sfiuctural Joints using ASTM A 325 or A 490 Bolts".
l. All bolts are A 325-N, unless noted Type "SC".
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I. Structural Steel himer Paint: SSPC - Paint l; Code compliant.
J. Non-shrink, Non-Metallic Grout: Comply with CRD-C-621 and ASTM C-1090. Grout shall develop nor
I . less than 9000 psi compressive strength in 28 days.
r 2.02 FABRICATIoN
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VAIL VALLEY MEI'IA'L CEITTER
DEMOLINON AND STNACTUNAL FMME
ConsrrucTion Document
9 JuIy 2lN1
HI],T98M7141
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I rucD JUL r r zr:ur
tI VAILVALLEY
I MEDICAL CENTERI PHASE ItI EXPANSIOI{/
I RENOVATION
tI SPECIFICATIONS
I
II o,*"?,iili,tr:t::;"';Y:,'o,o*,
Construction Documents
HLM Project No. 980071.04 Town of !a!! rr r
elutv2ool 0FFIGEG0PY
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SECTION OOOO2 Seak and Signatures
l'*'f***********{i{"tf+*****:}***++****,t ********+***********:t *,*'t ******************rt rr+r++r**'r:F*:r*
I hereby certifu that the portion of this technical submission
described below was prepared by me or under my direct
supervision and responsible charge. I am a duly Registercd
Archilect under the laws of the State of Colorado.
Russell A. Sedmak
Discipline: Architecr
Reg. No.: 8-2758
Signatrre
Pages or sheets covered by this seal:
Specification Sections: Division l, Division 2, Division 4,
Section 07141, and0fl2l0
Drawing Sheets: 000 through A)OO(
Date issued: 07-09-01
:l******+******:******+*******'i*****f++*:t t r.*******+**irri.rF*i.*rttr***+********:t 'r**liri(*r!**r.t *'t 't *****
I hereby cerdry dnt the portion of this technical submission
described below was prepared by me or under ny direct
supervision and responsible charge. I am a duly Registered
hofessional Engineer under the laws ofthe State ofColorado.
Steven E. Bierbach
Discipline: Sfuctural Engineer
Reg. No.: 1963E
Signature
Pages or sheets covered by this seal:
Specilication Sections: 03300,04230,05120,05312,05400
Sructural Design Calculations
Drawing Sheets: Sl.0 thmugh S5.4
Date issued:07-09-01
*'F t*r.***i.********!t*rt!.:f****,|******+***:r**:hr*****+++**!*r.*:t,t !********,t*++*****:r*:r***!F***rtr*!r**++{.
VAIL UALIEY MEDICAL CENTER
DEMOUTION AtlD STRACTUML F&AME
Constuctian Docamutts
9 JaIy 2lMI
R}MAK \O
I Nhillllw
RUSSELL A.
SEDMAK
ffirrtt! tr
_*${{ll,Hdi&.,-
HLM 98M7I.M UNNLT
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DocaMEFtr0u03
TABIE oF CaNTENTS
DIV I S IO N I - GEN ERAL REQU IREM ENTS
............SUMMARY
0l140 ..........WORK RESTRICTIONS
01250 ..........................C0NTRACT MODTFICATTON PROCEDT.JRES01290................ ......................pAyMENTpROCEDr.JRES01320................. .....CoNSTRUCTION PROGRESS DOCUMENTATION
01322
01330
01400
01500
CONSTRUCTION PHOTOS
SIJBMITTAL PROCESS
...... QUALITY REQUIREMENTS
.....,................... TEMPORARY FACILITES AI{D CONTROLS
04200
04230
0sr20
o5312
054{m
01731 CUTIING AND PATCHING
..... CONTRACT CLOSEOUT PROCEDI,JRES
01780
01785
........................ CONTRACT CLOSEOLTT SLJBMITTALS
...........,........OPERATON AND MAINTENANCE MATERIAL
DIVISION 3. CONCRETE
03300 CONCRETE
DIVISION 1. MASONRT
IjNIT MASONRY ASSEMBLIES
REINFORCED CONCRETE MASONRY TINIT
DIVISION 5. METAIS
STRUCTURAL STEEL
STEELDECKING
COLD FORMED METAL FRAMINC
DIVI SION 7 . TNERMAL AND MOISTARE PROTECTION
07141........................COLD FLt]ID APPLIED WATERPROOFING
vt2to BI,JILDING hISIJLATION
rlI
ENDoF D0CaMENTUNN3
VN L VALIEY MEDICAL CENTER
D EM OUT IO N AND STRU CTA ML FRAM E
Cowtndion Document
9 IaIY 2MI
HI.TT 98ilNLO4 MM3.I
I SECTTON 01100 SUMMARY
SECTION OlIOO - ST]MMARY
I PARTI -GENERAL
I I.I WORKCOVEREDBYCONTRACTDOCUMENTS
I A. Work covers demolition and construction of 60,000 GSF addition to Vail Valley Medical
t Center located at l8l West Meadow Drive in Vail, Colorado.
I B. Additional requirements of all Parties to the Contract. Refer to Conditions of the Contract.
I Where specific provisions of the General Conditions are referenced herein, those references are- for the convenience of the Parties and specifically do not exclude other requirements,
I obligations and provisions ofthe General Conditions.
I
1.2 CONTRACTS
t A. Work of the various subcontractors wilt be executed under subcontract agreements with the
Construction Manager. All work will be perforrned under the direction and control of the
I Construction Manager, who is responsibls to the Owner for the faithful performance andI execution ofthe entire work.
I 1.3 WORKBY OTTTERS
I A. Security System: Installation of building security will be conracted by the owner. Coordination
I with this system will be required by the sub --contractors to the extent indicated on ther Construction Documents.
I
1,4 OWNER-FURNISI{EDPRODUCTS
I A. Products furnished by Owner include:
I l. Furnishings and Equipment
a
I B. Owners Responsibilities:
I 1. Arrange for and deliver necessary shop drawings, product data and samples, as Owner
I supplied products effect the Construction Documents.! 2. Arrange and pay for product delivery to the site, in accordance with the construction
schedule.
I 3. Receive and unload products at the site, except as otherwise noted.r 4. Handle products at the site, including uncrating and storage, except.ts otherwise noted.5. Submit claims for transportation damage.
t 6. Arrange for replacement of damaged, defective, or missing items.I
HLM 98471.04 VNLVAILW MEDICALCENTER O11OO,I
I DEMOUTTONANDSTRACTARALFRAME
I Consttuction Docwrerrts
9.luly 2MI
I
I sECrroN oroo SAMMARY
I
7. Arrange for manufacturer's warranties, bonds, service, inspections, as required.
r 8. Assemble, install, connect, adjust, test and calibrate and finish products.
r C. Contractor's Responsibilities:
I L Coordinate installation of Owner-furnished products with other portions of the Work.! 2. Designate submittal and delivery date for each product affecting construction schedule.3. Review submittals of Owner-fumished products and verify rough-in requirements. No-
I tify Architect of discrepancies that would affect installation and iough-ini.ll 4. Protect products from damage.5. Mechanical:
I a. Afford Owner's forces a reasonable opportunity for introduction and storage of
f their products and the execution of their work. Where required, Contractor shall
properly connect his work to theirs.b. Repair or replace items damaged by Contractor.r
I 1.5 woRK SEQT.IENCE
I- A. Sequence and stage new work in accordance with approved Construction Schedules.
I B. Perform demolition and alteration work of existing building in stages to accommodate Owner'sr use of premises as follows:
I I . Demolition and structural work will affect the existing building. Coordinate all site,
I building operations, and utility disruptions with Owner, a minimum of two weeks, prior
to work commencing. Ensure that disruption to existing building operations are mini-
mized during the construction duration period.
C. Construct Work as necessary to provide for public and tenant convenience.
t l. Do not close offpublic use of existing facilities until completion of one stage of con-r struction will provide altemative usage.
r 2. Proposed changes to site access and building usage should be documented on a plan, and
I approved by the Owner and Architect.I 3. Do not close or obstruct public roadways without prior approval of locat police and safety
authorities and coordination with Owner's use of the site.
I I.6 CONTRACTOR USE OFPREMISES
I A. Confine operations at site to areas permitted by Law, Ordinances, Permits, and Contract
Documents.
I B. Do not unreasonably encumber site with materials or equipment.
C. Do not load sfucture with weight that will endanger stnrcture.Ir
VAI L VAILEY MEDICAL CENTER
DEM O LTTI O N AND STRA CTU BAL F RAM E
Constuction Documcnts
9IaIY 2ffi1
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HLIhI980071-U 01100-2
r sEcTroN 0rr00 SaMMARY
-- D. Assemble full responsibility for protection and safekeeping of products stored on premises.
I E. Move stored products which interfere with operations of Owner.t
F. Obtain and pay for use of additional storage or work areas needed for operations.
I G. Limit use of site for Work and storage as follows:
I l. Restrict work and storage to construction areas indicated on Drawings.
fl 2. Restrict parking to areas designated by Owner.3. Do not perform operations that would interrupt or delay Owner's daily operations.
I 4. Maintain Owner, and public access at all times to existing buildings, parking, drives and
walks.t' 5. Restrict construction personnel from access to other areas of site and existing building ar-
I eas, except as required to perform new and alterations Work.
I
- 1.7 owNER OCCUPANCY
r A. Owner will occupy existing building during entire period of construction for the conduct of
Owner's normal, daily operations. Cooperate with Owner's representative in all construction
I operations to minimize conflict and to facilitate Owner usage.
I B- Contractor shall conduct his operations to insure least inconvenience to Owner's operation.
I C. Contractor sball take precautions to avoid excessive noise or vibration that would disturb
Owner's operations. When directed by Owner, Contractor shall perform certain operations at
r designated time of day or night in order to minimize disturbance to Owrrer's operations.
I
1.8 PARTTAL OWNER OCCUPANCYI
f A. Schedule operations for completion of designated portions of Work for Owner's occupancy
prior to Substantial Completion of entire Work.
I B. Owner will occupy designated areas for purpose of installing owner purchased equipment or
rnishings, and for resuming existing operations.
I C. Prior to occupancy, execute Certificate of Substantial Completion for each desigtated area.
D. After Owner occupancy, Contractor shall provide:
: l. Access for Owner's personnel, and public.
2. Temporary partitions and barricades required to limit and control access to other con-
I struction areas, if applicable.
I 3. Operation of IIVAC and electrical systems until Substantial Completion of entire Work.
4. Maintain property insurance until Substantial Completion of entire Work.
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HLM 98OO7bA VAILUALLEY MEDICALCENTER 011M.3
I DEMOUTIONANDSTRACTARALFRAME
I Cotutttction Docamon:ts
9.lub2NI
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E. Upon occupancy ofa designated area, Owner will provide:
I l. Custodial services.r 2. Security.
3. Maintenance.I
PART 2 - PRODUCTS (NOTAPPLTCABLE)
PART 3 - DGCUTION (NOT APPLTCABLE)
r END OF SECTION O1IOO
SAMMARY
HItr[ q&OWI.U VNLUALLEY MEDICALCENTER O11OO4
DEMOIf,NON AND STRUCTARAL FRAME
Consfiuction Documents
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1.2
SECTION 01140 WORK RESTRICTIONS
SECTION OII4O - WORK RESTRICTIONS
PART I -GENERAL
RELATED DOCI.JMENTS
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division I Specification Sections, apply to this Section.
USE OFPREMISES
Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of site
beyond areas in which the Work is indicated.
l. Limits: Confine constructions operations to areas indicated on drawings.2. Owner Occupancy: Allow for Owner occupancy of site and use by the public.3' Driveways and Entrances: Keep driveways and entrances serving premises clear and
available to Owner, Owner's employees, and emergency vehicles at all times. Do not use
these areas for parking or storage of materials.
a. Schedule deliveries to minimize use of driveways and entrances.b. Schedule deliveries to minimize space and time requirements for storage of
materials and equipment on-site.c. Clean adjacent parking lots and roadways, and remove dirt and debris deposited as
a result of daily construction operations.
Use of Existing Building: Maintain use of existing building, by owner and occupants,
througbout construction period. Repair damage caused by construction operations. Protect
building and its occupants during construction period.
1.3 OCCUPANCYREQT]IREMENTS
A. Full Owner Occupancy: Owner will occupy site and existing building during entire
construction period. Cooperate with Owner during construction operations to minimize
conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's
operations.
B. Partial Owner Occupancy: Owner reseryes the right to occupy and to place and install
equipment in completed areas of the new building, before Substantial Cornpletion, provided
such occupancy does not interfere with completion of the Work. Such placement of eguipment
and partial occupncy shall not constitute acceptance of the total Work.
1. Construction Manager will prepare a Certificate of Subsuntial Completion, to be signed
by Architect, for each specific portion of the Work to be occupied before Owner
occuPancy.
HLM 980071-M VAILVAILEY MEDICALCENTER
DEMOLITION AND STRUCTARAL FRAME
Constraction Docwnanfi
9,luly 2(Nl
A.
A.
B.
01140-1
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sEcTroN 01140 WORKRESTRICTIONS
2. Obtain a Certificate of Occupancy from authorities having jurisdiction before Owner
occupancy.
3. Before partial Owner occupancy, mechanical and electrical systerns shall be fully
operational, and required tests and inspections shall be successfully completed. On
occupancy, Owner will provide, operate, and maintain mechanical and electrical systems
serving occupied portions of building.4' On occupancy, Owner will assume responsibility for maintenance and custodial service
for occupied portions of buitding.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECTTTION (Not Used)
END OF SECTION OII4O
VAI L UALLEY M EDI CAL C ENTER
DEMOI.ITION AND STRACTURAL FRAME
Constructian Doc aments
9 July 2(NI
HLM98M7bA 01140-2
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I SECT/ON01210 4LLOWANCES
I SECTTON 01210 - ALLoWANCES
I PART l -cENERALI
I I.I STMMARY
I A. The Contactor shall include in his Contract Sum the Cash Allowances specified.
I B' Items covered by these allowances shatl be supplied for such amounts and by such persons as'!r the Owner or Architect may direct.
I C. Expenditures from Cash Allowances shall be only upon written authorization of the Architect,r! approved by the Owner. Expenditures shall be kept within amounts set forth, unless specific
authorization of Architect and approval of Owner provides otherwise.
I D. Any unexpended balances of Cash Allowances shall revert to the Owner in the final settlement
of the Contract.
I 1.2 CONTRACTOR'SRESPONSIBILITIES
I A. Coordinate installation of allowance items with related building sp.rces, materials, equipment- and scheduling.
I B. Provide adequate storage space! construction space and access to Work for allowance items.!
C. Notify allowance item suppliers or subcontractors of required delivery dates and installation
I periods established on p.oi".t construction schedule.I D. Obtain proposals from suppliers when requested by Architect.
I E. On notification of selection, execute purchase agreenrent with designated supplier.
r F. Arrange for and process Shop Drawings, Product Data and Samples.
Ir G. Upon delivery, promptly inspect products for damage or defects and submit claims for
transportation damage.
t H, Install and finish products in accordance with requirements of referenced specification sections,
r 1.3 TYPEOFCASHALLOWANCE
I A. Allowances specified include net cost ofproduct, delivery and unloading at site and applicable
I taxes. Where specffied below, allowances shall also include installation costs.
VAI L VALLEY M EDI CAL C ENTER
DE M O UN ON AND STRA CTANAL F NAM E
Consbttction Docurne nts
9 JulY 2001
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I SECTrONol2lo ALLOWANCES
I B. Contractor shall include in his Contract Sum, Contractor's costs for overhead and profit andr costs for handling and installation, except where installation is specified to be a part of the
t allowance.
I C. Installation shall include handling at site, uncrating, storage, protection, labor, installation,
_ finishing and other expenses required to complete installarion.
I D. The extent of work included under each subcontract allowance and extent of allied work
performed by Contractor is described below.
I 1.4 TESTING AND INSPECTION ALLOWANCES
I A. Costs Included in Testing and Inspecting Allowances: Cost of engaging a testing and inspecting
agency; execution of tests and inspecting; and reporting results.
I B. Costs Not Included in the Testing and Inspecting Allowance, but krcluded in the Contract Sum:I
1. Costs of incidental labor and facilities required to assist testing or inspecting agency.
I 2. Costs of testing services used by Contractor separate from Contract Documint require-I ments.
3. Costs of retesting upon failure of prcvious tests as determined by Architect.
I C. PaymentProcedures:
r L Submit three copies of the inspecting or testing firm's invoice with next application for
t z. F:tT*"" on approval by Architect.
I D. Testing and Inspecting Allowances Schedule:I
l. Include in Contract Sum the cash sum of $,l!Jgg_ for payrnent of testing laboratory
services specified in Section 01460.I
I END OF SECTTON 01210
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DEM OLIN ON AND STRA CTA RAL F MM E
Construction Docwne nts
9luly 2Nl
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r SECTIONOL2SO CONTRACTMODIFICATIONPROCEDURES
I SECTIoN 01250 - coNTRAcT MoDIFIcATIoN PRocEDURES
r PARTI-GENERAL
I I.I RELATEDDOCT]MENTS
I A. Drawings and general provisions of the Contract" including General and Supplementary
I Conditions and other Division I Specification Sections, apply to this Section.
I r.2 SUMMARY
r A. This Section specifies administrative and procedural requirements for handling and processing
I Contract modifications.
B. Related Sections include the following:
t 1. Division I Section "Allowances" for procedural requircments for handling and
processing allowances.
I- 1.3 MINoRcHANcEs IN TIIEwoRK
I A. Architect will issue through Construction Manager supplemental instructions authorizing Minor
- Changes in the Work, not invotving adjustment to the Contract Sum or the Contract Time, on
AIA Document G71 0, "Architect's Supplemental Instructions"
I
t.4 PROPOSAL REQUESTS
I
t A. Owner-Initiated Proposal Requests: Architect will issue through the Construction a detailed
description of proposed changes in the Work that may require adjustrnent to the Contract Sum
I or the Contract Time. If necessary, the description will include supplemental or revised
I Drawings and Specifications.
r 1. Proposal Requests issued by Architect through Construction Manager are for information
I and pricing only. Do not consider them instructions either to stop work in progress or to
execute the proposed change, unless specifically agreed upon by Owner and Architect.
2. Within ten (10) working days, or as otherwise required by Architect, after receipt of
I Proposal Request, submit a quotation estimating
"ost
adiustrrents to the Contract Sum
I and the Contract Time n@essary to execute the change.
|| a. Include a list of quantities of products required or eliminated and unit costs, with
f total amount of purchases and credits to be made. U requested, furnish survey data
to substantiate quantities.
b. Indicate applicable taxes, delivery charges, equipment rental, and amounts oftrade
I discounts.
HLM 9E(N71.M VAILVALLEY MEDICALCENTER 01250.1
I DEMOUTION AND STRACTARALFRAME
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SECTION 01250 CONTRACT M ODI F I CATI ON PROCEDA RES
c. Include an updated Contractor's Construction Schedule that indicates the effect of
the change, including, but not limited to, changes in activity duration, start and
finish times, and activity relationship. Use available total float before requesting
an extension of the Contract Time.
Contractor-lnitiated Proposals: If latent or unforeseen conditions require modifications to the
Contract, Contractor may propose changes by submitting a request for a change to Owner and
Architect.
I' Include a statement outlining reasons for the change and the effect of the change on the
Work. Provide a complete description of the proposed change. Indicate the effect of the
proposed change on the Contract Sum and the Contract Time.2. Include a list of quantities of products required or eliminated and unit costs, with total
amount of purchases and credits to be made. If requested, furnish survey data to
substantiate quantities.
3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade
discounts.
4. Include an updated Contractor's Construction Schedule that indicates the effect of the
change, including, but not limited to, changes in activity duration, start and finish times,
and activity relationship. Use available total float before requesting an extension of the
Contract Time.
5. lomply with requirements in Dvision 1 Section "hoduct Requirements" if the proposed
change requires substitution of one product or system for product or ryst". rpecified.
Proposal Request Form: Use AIA Document G709 for proposal Requests.
ALLOWANCES
Allowance Adjustment: To adjust allowance amounts, base each Change Order proposal on the
difference between purchase amount and the allowance, multiplied by final measurernent of
work-in-place. If applicable, include reasonable allowances for cutting losses, tolerances,
mixing wastes, normal product imperfections, and similar margins.
l. Include installation costs in purchase amount only where indicated as part of the
allowance.
2. ff requested, prepare explanation and documentation to substantiate distribution of
overhead costs and other margins claimed.3. submit substantiation of a change in scope of work, if any, claimed in change orders
related to unit-cost allowances.4. Owner reserves the right to establish the quantity of work-in-place by independent
quantity survey, nreasure, or count,
Submit claims for increased costs because of a change in scope or nature of the allowance
described in the Contract Documents, whether for the Purchase Order amount or Contractor's
handling, labor, installation, overhead, and profit. submit claims within 2l days of receipt of
the Change Order or Construction Change Directive authorizing work to proceed. Owner will
reject claims submitted later than 30 days after such authorization.
VAI L VALIEY M EDI CAL CENTER
DEMOUNON AND STRACTARAL FRAME
Construttion Docwnene
9IulY 2NI
HLM9EN7I.M 01250-2
I SECTTON 01250 0aNTRACT MODTFTCAUON PROCEDURES
I I ' Do not include Contractor's or subcontractor's indirect expense in the Change Order costI amount unless it is clearly shown that the nature or extent of work has changed from whatI 2 i''J:lH;: rr":T::ff1,,'il11.y,"#l::'* $*:HTj,".ffffi1.'o, n,un",- or ,ower-I priced rnaterials or systems of the same scope and nafure as originally indiJated.
I 1.6 CHANGE ORDER PROCEDURES
I A. On Owner's approval of a Proposal Request, Architect will issue a Change Order for signatures
I of Owner and Contractor on AIA Document G701.
I r.7 CONSTRUCTTONCHANGEDIRECTTVE
A. Construction Change Directive: Architect may issue a Construction Change Directive on AIA
I Document G?14. Construction Change Directive instructs Contractor to proceed with a changer in the Work, for subsequent inclusion in a Change Order.
I l. Construction Change Directive contains a complete description of change in the Work. It
I also designates method to be followed to determine change in the Contract Sum or the
Contract Time.
I B. Documentation: Maintain detailed records on a tirne and material basis of work requircd by the
Construction Change Directive.
I r' ffiL:#Jilir,itTft-i.jti#J"T,:"#ttff;rt and supporting data necessarv to
I PART 2 - PRODUCTS (Not Used)
I PART3 -HGCUTION (Not Used)
I Er{D OF SECTTON 01250
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SECTION OI29O PAYMENT PROCEDARES
SECTION 01290 - PAYMENT PROCEDURES
PART 1-GENERAL
I.I RET.A,TED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and otherDivision I Specification Sections, appty tothis Section.
ST]MMARY
This Section specifres administrative and procedural requirements necessary to prepare and
process Applications for Payment.
Related Sections include the following:
l. Division I Section "Allowances" for procedural requirements goveming handling and
processing of allowances.2. Division I Section "Contract Modification Procedures" for administrative procedures for
handling changes to the Contract.3. Division I Section "Construction Progress Docurnentation" for administrative
requirernents goveming preparation and submittal of Contractor's Constnrction Schedule
and Submittals Schedule.
I.3 DEFIN]TIONS
A. Schedule of Values: A statenrent fumished by Contractor allocating portions of the Contract
Sum to various portions of the Work and used as the basis for rcviewing Contractor's
Applications for Payrnent.
1.4 SCHEDIJLEOFVALI.]ES
A. Coordination: Coordinate preparation of the Schedule of Values with preparation of
Contractor's Construction Schedule.
l. Correlate line items in the Schedule of Values with other required administrative forms
and schedules, including the following:
a. Application for Payment forms with Continuation Sheets.b. SubmittalsSchedule.
2. Submit the Schedule of Values to Architect and Owner, through Construction Manager at
earliest possible date but no later than seven days before the date scheduled for submittal
of initial Applications for Payment.
UA]L UALLEY MEDICAL CENTER
DEMOUTION AND STRACTARAL FRAME
Constaction Docuncnts
9 Jab 2Nl
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SECTION 01290 PAYMENT PROCEDARES
Format and Content: Use the Project Manual table of contents as a guide to establish line items
for the Schedule of Values. Provide at least one line item for each Specification Section.
l. Identification: Include the following Project identification on the Schedule of Values:
Project name and location.
Name of Architect.
Architect's project number.
Contractor's name and address.
Date of submittal.
2. Arrange the Schedule of Values in tabular form with sepilrate columns to indicate the
following for each item listed:
Related Specification Section or Division.
Description of the Work.
Name of subcontractor.
Name of manufacturer or fabricator.e. Nanre of supplier.f. Change Orders (numbers) that affect value.g. Dollar value.
l) Percentage of the Contract Sum to nearest one-hundredth percent, adjusted
to total 100 percent.
3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued
evaluation of Applications for Payment and progress reports. Coordinate with the Project
Manual table of contents. Provide several line items for principal subcontract amounts,
where appropriate.
Round amounts to nearest whole dollar; total shall equal the Contract Sum.
Provide a separate line item in the schedule of values for each part of the work where
Applications for Payment may include materials or equipnrnt purchased or fabricated
and stored, but not yet installed.
a. Differentiate between items stored on-site and items stored off-site. Include
evidence of insurance or bonded warehousing if required.
hovide separate line items in the Schedule of Values for initial cost of materials. for each
subsequent stage of completion, and for total installed value of that part of the Work.
Allowances: Provide a separate line item in the Schedule of Values for each allowance.
show line-item value of unit+ost allowances, as a product of the unit cost, multiplied by
measured quantity. Use information indicated in the Contract Documents to determine
quantities.
Each item in the Schedule of Values and Applications for Payment shall be complete.
Include total cost and proportionate share of general overhead and profit for each item.
a. Temporary facilities and other major cost items that are not direct cost of actual
work-in-place may be shown either as separate line items in the Schedule of
Values or distributed as general overhead expense, at Contractor's option.
4.
5.
UAIL VALLEY MEDICAL CENTER
DEMOUTI ON AND SIRACTARAL FMME
Conshaction Docwnenls
9IaIy 2MI
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SECTION 01290 PAYMENT PROCEDARES
9. Schedule Updating: Update and resubmit the Schedule of Values before the next
Applications for Payment when Change Orders or Construction Change Directives result
in a change in the Contract Sum.
APPLICATIONS FOR PAYMENT
Each- Application for Payment shall be consistent with previous applications and payments as
certified by Architect and Construction Manager and paid for by Owner.
1. ktitial Application for Payment, Application for Payment at time of Substantial
completion, and final Application for payment involve additional requirements.
Payrnent Application Times: The date for each progress paynrcnr is indicated in the Agreement
between Owner and Contractor. The period of conshtcti,on Work covered by each Apllication
for Payment is the period indicated in the Agrerment.
Payment Application Forms: Use AIA Document G702 and AIA Document G703 Continuation
Sheets as form for Applications for Payrnent.
D. Application heparation: Complete every entry on form. Notarize and execute by a person
authorized to sign legal documents on behalf of Contractor. Architect will return incomplete
applications without action.
l. Entries shall match data on the Schedule of Values and Contractor's Construction
Schedule. Use updated schedules if revisions were made.2. Include amounts of Change Orders and Construction Change Directives issued before last
day of construction period covered by application.
Transmifial: Submit 3 sigred and nourized original copies of each Application fo'r Payment to
Architect by a method ensuring receipt within 24 hours. One copy shall include waivers of lien
and similar attachments if required.
l. Transmit each copy with a transmittal form listing attachments and recording appropriate
information about applicaion.
Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's
liens from subcontractors, sub.subconfiactors, and suppliers for construction period covered by
the previous application.
l. Submit partial waivers on each item for amount r€quested, before deduction for retainage,
on each item.
2- when an application shows completion of an item, submit final or full waivers.3. Owner reserves the rigbt to designate wbich entities involved in the Work must submit
waivers.
4. Waiver Delays: Submit each Application for Payrrent with Contractor's waiver of
mechanic's lien for construction period covered by the application,
UAI L VALLEY MEDI CAL CENTER
DEMOUNON AND STRACTTJRAL FRAME
Constntction Documc nts
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SECTION 01290 PAYMENT PROCEDURES
a. Submit final Application for Pa)'rnent with or preceded by final waivers from
every entity involved with performance of the Work covered by the application
who is lawfully entitled to a lien.
5. Waiver Forms: Submit waivers of lien on forms, executed in a manner acceptable to
Owner.
G. Initial Application for Payment: Administrative actions and submittals that rnust precede or
coincide with submittal of first Application for Payment include the fotlowing:
1. List of subcontractors.
2. Schedule ofValues.3. Contractor's Construction Schedule (preliminary if not final).4. Products list.
5. Allowances.
6. Submiuals Schedule (preliminary if not final).
7 . List of Contractor's staff assignments.8. List of Contractor's principal consultants.9. Copies of building permits issued.10. Copies of authorizations and licenses from authorities having jurisdiction for
performance of the Work.
ll. Initial progress report.
12. Repon of preconstnrction conference.13. Certificates of insurance and insurance policies if such policies arc being provided by
Contractor.
14. Data needed to acquire Owner's insurance.15. lnitial settlement survey and damage report if required.
H, Application for Payment at Substantial Completion: After issuing the Certificate of Substantial
Completion, submit an Application for Payment showing 100 percent completion for portion of
the Work claimerd as substantially complete.
l lnclude docurnentation suppo'rting claim that the Work is substantially complete and a
statement showing an accounting of changes to the Contract Sum.2. This application shall reflect Certificates of Partial Substantial Completion issued
previously for Ovrner occupancy of designated portions of the Work.
I. Final Payment Application: Submit final Application for Payment with releases and supporting
documentation not previously submitted and accepted, including, but not limited, to the
following:
l. Evidence of completion of Project closeout requirernents.2, Insurance certificates for products and completed operations where required and proof
that taxes, fees, and similar obligations were paid.
3. Updated final statement, accounting for final changes to the Contract Sum.4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims."5. AIA Docunrent G706A, "Contractor's Affidavit of Release of Liens."6. AIA DocumentG707,l'Consent of Surety to Final Paynrent."7. Evidence that claims have been settled.
VAI L VALIEY MEDICAL C ENT E R
DEMOLTTION AND STRUCTAML FMME
Constructian Docaments
9 JalY 2NI
HLM 98U71-04 0129(M
I SECTION01290 |AYMENThROCEDURES
I 8. Final meter readings for utilities, a measured record of stored fuel, and similar data as ofI date of Substantiil Completion or when Owner took possession of and assumedI e fi:'"",t'Jlllj:'.:ffifl"Tff:;ffii"S.:T***I
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01290-5
I SECTION OI32O CONSTRT]CTION PROGRESS DOC(JMENTATION
I SECTTON 01320 - CONSTRUCTTON PROGRESS DOCLTMENTATION
I PARTI-cENERALI
I I.I SUMMARY
I A. Procedures for preparation and submission of Contractor's construction schedules for the Work
1| and periodic updating.
I B. Critical action report of required Owner and A,/E actions or decisions.
- 1.2 RELATED SECTIONS
I A. General Conditions (paragraph 3.10)I
B. Schedule ofValues - Section 01295.
I C. Construction Photographs - Section 01322.
I D. Shop Drawings, Product Data and Samples - Section 01330.
I
I.3 FORMOFSCHEDULES
I A. Pnepare in horizontal bar chart form, or Prepare network analysis system using the critical pathr m€thod, as outlined in The Associated General Contractors of America (AGC) publication
"The Use of CPM in Construction - A Manual for General Contractors".
f 1. Separate bar for each Eade or operation,2. Identify first workday ofeach week.
t B, Prcpare in chronological order of start of each item of work.
I
I C. Identify each item by major specification section number or trade.
I r.4 CONTENTOFSCHEDT.JLES
A. hovide complete sequence of construction activity.
I l. Indicate dares forbeginning and completion ofeach activity.2. Indicate projected percentage of completion for each iter[ as of first day of each month.
I 3. Identify major milestones including dates for Notice to hoceed, pre-installation confer-I ences, pre{ontriact closeout conference, Architect's punch list, facility start-up activities,
operating system instructions and demonstrations, commissioning activities, Regulatory
- Agency of Jurisdiction inspections, Substantial Completion.
I
HI]14 98OO7I.O4 UNLUALLEY MEDICALCENTER OI3^GI
I DEMOUNONANDSTRACN]RALFRAME
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I SECTION 01320 CONSTR(JCTION PROGRESS DOCUMENTATION
I B. Product delivery schedule. Indicate dares for:
I I . Delivery of products specified by allowances.
t 2. Delivery of Owner-furnished products,
3. Contractor's receipt of rough-in information required for coordination of products fur-
nished by others.
I 4. Installation ofproducts furnished by others. Identify major categories and unique equip-I nrent items separately,
l, C. Include calendar days from date of start of project to date of completion.J
I 1.5 CRflCAL ACTION REPORT
I A. hovide a separate sur rury report of dates for required Owner and Architect actions or deci-
I sions that would affect construction schedule.
I
I.6 REVISIONS TO SCHEDULES
! A. Submit schedule updates and graphically illustrate the progress ofeach activity to date of sub-
mittal, and projected completion date of each activity.
I B. Identify activities modified since previous submittal, major changes in scope, and other identifi-
able changes.
I C. Provide narrative report to define problem areas, anticipated delays, and impact on Schedule.
Report colrective action taken, or proposed, and its effect including the effect of changes on
r schedules of separate contfirctors.
I
1.7 SUBMITTALS
I A. Submit initial schedules and critical action report within 15 days after date of Notice to hoceed.
I B. Submit monthly revised schedules accurately depicting progress to flrst day of each month.
I Submit with application for payment submittal.
I C. Submit monthly revised critical action report concurrent with construction schedule zubmittat.
r D. Submit number of copies reguired by Contractor, plus 2 copies to be retained by Architect (l
- copy) and Owner (l copy).
I
PART2-PRODUCTS
I N.TAPP'.ABLE
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DEMOUTI ON AND STRACN]RAL FRAME
Constttctbn Documen8
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CONSTRUCTI ON PROGRESS DOCAM ENTATI ON
NIn[98M71.U VAILVALLETMEDICALCENTER OIJ^O.3
DEMOUTION AND STRACTARAL FRAME
Constnction Documents
9ldt2mI
I SECTION 01322 CONSTRUCNON PHOTOS
!
t sEcTroN 01322 - CONSTRUCTTON PHOTOGRAPHS
I PARTI-cENERALr
t 1.1 SI,JMMARY
t A. Pre-consfuctionphotographs.
I B. Monthly consnuction photographs.
C. Periodicconstructionphotographs.If D. Final Completion construction photographs.
I r.2 St BMrTrArs
I A. Identification:
t 1. Submit key plan of Project site and building with noration of vantage points marked for location
and direction of each photograph. Indicate elevation or story of constuction. Include the same
label information as the conesponding photographs. Plan shall be reviewed and approved by Ar-
I 2. Htll- of each print, provide an applied label or rubber-stamped impression with the following
information.
I a. Name of hoiect.
b. Name of Architect.
c. Name of Contractor.
I 3. 3*:fi:;rit*trrf$nt indicarins locarion, direction (by compass point), and ereva-
- tion or story of construction.
t B. Construction Photographs: Submit prins of each photographic with each job pmgress r€port, but not less
than once per month. Photographs shall be taken at the sarne time each month to document construction
I progress. Additional photographs are to be taken at critical points of construction, as directed by Archi-
I tect.
I
l. Format: 8-by-I0-inch (203-by-254-mm) smooth-surface maue prints on single-weight commer-
f| z. ii3#i,ttfrht a complete set of phorographic negatives in protective envelopes as a project
Record Document. Identiry date photographs were taken.
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CONSTRUCTION PHOTOGRAPHS
Field Office Prints: Retain one set of prints of progress photographs in the field office at Project site,
available at all times for reference. Field photographs are to be in a photo book, with clear protective
pages. Photographs are to be sequential, with date included. Identify photographs the same as for those
submitted to in the Monthly Progress Repon.
Preconsfuction Photographs: Before starting construction, take color photographs of Project site and sur-
rounding properties from different vantage points, as directed by Architect.
l. Take photographs to show existing conditions adjacent to the property before starting the Work.2. Take photographs of existing buildings either on or adjoining the property to accurately record the
physical conditions at the start of conssuction.3. Architect and Construction Manager will coordinate vantage points for the initial photographs.
Final Completion Construction Photographs: Take color photographs after date of Substantial Comple-
tion for submission as Project Record Documents. Archit€ct will direct photographer for desired vantage
points.
END OF SECTION 01322
VAI L VALIEY MEDI CAL C ENTER
D EM O U TION AND STRA CTUML F RAME
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SECTION OI33O - SUBMTTTAL PROCEDURES
PART I -GENERAL
SUBMITTAL PROCESS
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A. Procedures for submittal of Shop Drawings, Product Data and Samples required by Contract
Documents.
B. Quality Control Submittals.
C. Schedule of submittals.
1.2 RELATED SECTIONS
A. General Conditions - paragraph 3.12.
B. Manufacturer's Installdion Instructions - Section 01600.
C. Contract Closeout Submittals - Section 01770 and 0l?g0.
I.3 DEFINTNONS
A. Shop Drawings: Refer to General Conditions, subparagraph 3.12.1.
B. hoduct Data: Refer to General Conditions, subparagraph 3.12.2.
C. Samples: Referto General Conditions, subparagraph 3.12.3.
D. Quality Control Submittals: Informational submittals that pertain to quality control and which
do not require review and approval by Architect and are to be retained in prolect file only. If
reviewed, project information will be reviewed for compliance with the Contract Documents
only. The review will not constitute a detailed review of adequacy of submitted desigrr calcula-
tions. The appropriateness and accuracy of calculations is the responsibility of the bontractor
(and Contractor's professional engineer when such calculations are iequired to be professionally
sealed). Examples of quality control submittals:
l Design data and calculations.2. Test reports.3. Certificationsandcertificates.
4, Manufacnrer'sinstructions.
5. Manufacturer's field reports.6. Qualifications of Installer.
VAI L UALLEY MEDICAL CENTER
DEMOUTION AND STRACTAML FRAME
Construction DrcwenK
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I 14 sHoPDRAwrNGs
I A. Prepare project-specific information, drawn accurately to scale. Prepare drawings in a clear and
I thorough manner. Title each drawing with hoject name.
B. Identify plans and details by reference to sheet number and detail, schedule or room numbers
I shown on Contract Documents.r
C. Identify field dimensions; show relation to adjacent critical features or Work.tf D. Do not reproduce Contract Documents for use as Shop Drawings.
I E. Electronic copies of CADD Drawings of the Contract Documents will provided by ArchitecV
I Engineer, on a one-time basis, for Contractor's use in preparing Shop Drawings. To obtain
electronic copies of CADD drawings, the contractor will have to sign Architect's release waiver
I and pay a nominal fee to be determined by Architect which is commensurate with the costs in-
f curred by the Architect for preparation, formatting and file transfers to the contractor.
l. If the Contractor obtains or receives electronic copies of the CADD Drawings, Contractor
I shall not rely upon the electronic copies or re-use, alter or modify such elecionic copies.f 2. Contractor further agrees to (1) Pay (or forego payment on its own behalf the cost oD and
(2) indernnify and hold harmless Owner and Architect from claims arising from any use,
I re-use, alteration or modification of such electronic copies.
t 3. Contractor shall only obtaih electronic copies of CADD Drawings pursuant to a written
agreement with the Owner in a format agreed to by Architect and agrees that in all events
the most current printed version of the Drawings governs over any electonic version.
- I.5 PRODUCTDATA
' A. Manufacturer's standard drawings, details and diagrams:
I l. Modify drawings to delete information which is not applicable to Work.I 2.
;i:t.Polffiil..andard
information to provide additional information specifically applica-
I B. Manufacturer's standard printed descriptive data:
I l. Clearly mark each copy to identify pertinent materials, products or models.
I 2. Show dimensions and clearances required.
3. Show performance characteristics and capacities.
.. 4- Show factory installed wiring or piping diagrams and controls.
I 5. Show utility connection and rough-in requirenrcnts.!r 6. Include manufacturer's installation insftuction.
7- Indicate compliance with trade and testing agency standards.Ir
1.6 SAI,IPLES
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DEMOUTION AND STRACTARAL FRAME
C ottsb-ttctbn Docwne rrls
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01i30-2
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I A. Submit full range of manufacturer's standard colors, textures and patterns for Architect's selec-
Ilon.
I B. Identify manufacturer's samples with manufacturer's name, item, use, type, project designation,
- specification section or drawing detail reference, color, range, texture, finish and other pertinent
. data.
f C. Identify related and adjacent construction that will impact the product installarion orfunction.
I D. Identify potential coordination issues that may be apparent to manufacturer.
I E. Size and extent of field and fabricated samples as specified in respective specification sections.
t F. Erect,field Samples at Project site, at Iocation acceptable to Architect. Fabricate each sample
:
completeandfinished.
r t.7 QUALITY CONTROL SUBMmTALS
I A. Submit quality control information as indicated in respective Specification sections.I l. Design data or calculations requhing professional certification shall be properly sealed
I and signed by a registered professional engineer in State of Colorado.
t 2. Submit test reports in accordance with requirements.3. Submit manufacturer's installation instructions.rt B. Submit in same numner as Product Data, except as otherwise specified above.r
I 1.8 coNTRAcroR REspoNsIBrLrrrESr
A. Review Shop Drawings, Product Data Samples and similar submittals prior to submission. Ini-
I tial, sign or stamp, certifying to review of submittal for compliance with Contract Documents
t and indicating Contractor's approval of submittal. All copies of subminal are to be reviewed,
and stamped by contractor. All submittals that do not bear the Contractor's stamp will be re-
I turned by the Architect, without review.
B. Verify:
I 1. Field measurements.
I 2. Field construction criteria.3. Catalog numbers and similar data,
.. 4. Conformance with Contract Documents.
I 5. Completeness of submittal.
C. Coordinate each submittal with requirements of Work and of Contract Documents.
-t D. Notify Architect, in writing at time of submission, of deviations in submittals from requirements
of Contract Documents.
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DEM O UTI ON AN D STRA CTA RAL F MM E
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I SECTION 01330 SUBMITTALPROCESS
I E. Begin no fabrication or work which requires submittals until return of submittals with Archi-
tect/Lngineer's stamp and initials or signature indicating review.
I F. The Contractor's responsibility for errors and omissions in submittals is not relieved by the Ar-- chitect's review of submittals.
I G. The Conhactor's responsibility for deviations in submittals from requirements of Contractf Documents is not relieved by the Architect'slEngineers review of submittals unless the Archi-
tect gives written acceptance of specific deviations.Ir I.9 SI.JBMITTALREQUIREMENTS
I A. Concurrent with submittal of Construction Progress Schedule, prepare and submit a schedule
for submittal of Shop Drawings, Product Data,-Samples anA quafty Control Submittals. h-
- clude tbe following:
I l. Dates Contractor's submittals will be submitted to Architect.2. Dates submittals will be required for Owner-furnished products.
I 3. Dates reviewed submittals will be required from Arcbitect.I
B. schedule submittals in such sequence as to cause no delay in the work.I
I C. Make submittals promptly in accordance with approved schedule.
I D. Submit number of copies of Submittals as follows:
- 1. Shop Drawings: Submit one opaque print. Architect will mark on the same print as con-
tractor, then make 3 copies, Architect will retain one copy, Contractor will retain two
I copies, one of which is to be kept for Owner. The fourth copy will be for the sub-
contractor.
2. hoduct Data: Submit 4 copies of Product Data. Architect will retain one copy. Con-
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copies, one of which is to be kept for Owner. The fourth copy will
3. Samples: Submit 2 sets of samples.
I 4. Quatity Control Subminals: Unless otherwise specified, submit 2 copies of Quality Con-
I trol submittals concurrent with Shop Drawing and hoduct Data submittals.
I E. Accompany submittals with dated transmittal letter containing.
r l. Projecttitle and number.
.. 2. Contractor's name and address.
I 3. Name and submittal identification number of each submitted Shop Drawing, hoduct
Datur4 Sample or Quality Control Submittal.4, Notification of deviations from Contract Documents.
f F. Submittals shall include:
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SECTION OI33O
1.10
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1.11
A.
SABMITTAL PNOCESS
1. Date and revision dates.
2. Project title.
3. Names of Architect, Contractor, subcontractor, supplier and manufacturer.
4. Identification of product by specffication section number.
5. Relation to adjacent structure, materials or other critical features.
6. Field dimensions, clearly identified as such.7. Applicablereferencestandards.
8. Identification of deviations from Contract Documents, if any.
9. Contractor's stamp, initialed or signed, certifying to review and approval of submittal,
verification of field measurernents, compliance with Contract Document$ and coordina-
tion with requirements of Work.
10. Submittal identification number composed of 5 digit specification section number plus a
sequential number. Resubmittals shall include same numbering sequence, and identified
with a sequential letter to identify latest submittal. (Example: Original Submittal:08800-
l, Resubmittal: 0880G1A.)
Coordinate submittals into logical groupings to facilitate interrelation of Products and Systems:
l. Finishes requiring selection of colors, textures or patterns.
2. Associated items of systems which require correlation for efficient function and installa-
tion.
Coordinate subrnittals for related parts of the Work so processing will not be delayed because of
need to review submittals concurrently for coordination.
Provide complete submittals in accordance with requirenrcnts of respective Specification sec-
tions. Partial or incomplete submittals will be retumed, without review, for resubmission,
fucbitect reserves the right to withhold action on a submittal requiring coordination with other
subminals until related submittals are received.
RESUBMITTAL REQI.'IREMENTS
Revise initial drawings or data and resubmit as specified for initial submittal.
Indicate changes which have been made since previous submittal.
Submit new Samples as specified for initial submittal.
DISTRIBUIION OF SIJBMTTTALS AFTER REVIEW
Copy and distribute reviewed copies of Shop Drawings and Product Data which carry Archi-
tect's stamp as follows: Contractor's file, job site ftle, Record Docurnents file, other prime
contrarctors, subcontractors, supplier and fabricator.
I.I2 ARCHTTECT'SACTIONS
UAI L VALLEY M EDI CAL C E NTER
D E M O UTI ON AN D STRA CTANAL F MM E
Constntction Do cuments
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HLM 98Um-U 01330-5
! SECTION OI33O SABMITTALPROCESS
f A. Architect will review Shop Drawings, Product Data and Samples in accordance with General
Conditions, subparagraph 4.2.7. The Architect will return the following to Contractor:
I l. Three copies of Shop Drawings.It' 2, Three copies of hoduct Data.
',
3. One sample.
I B. Architeo will not take responsive action on quality control or informational submittals except to
require resubmission of incorrect or incomplete information.
f C. Architect will return Shop Drawings within 7 working days of receipt of Contractor's complete
submittal.
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t sEcTroN 01400 - QUALTTY REQUTREMENTS
I PART1 -GENERAL
I 1.1 sT;MMARYI
A. Qual$Assurance/Control.
f B. Manufacturers' Field Services
I C. Examination of conditions.
t D. heparation of substrate.
f 1.2 RELATED SECTIoNS
I A. Conditions of the Contract: Inspection and testing required by governing authoritiesr
B. Testing Laboratory Services.
I 1.3 QUALTTYASSTJRANCE/CONTROL
I A, Maintain quality control over sub-contractors, suppliers, manufacturers, products, services, site
conditions, and workrnanship, to produce work of specified quality.
I B. Comply with manufacturers' instnrctions, including each step in sequence.I
C. Should manufacturers' instructions conflict with Contract Documents, request clarification from
I Architect before proceeding.
I D. Comply with specified standards as minimum quality for the Work except where more stringent
I tolerances, codes, or specified requirenrents indicate higher standards or more prccise
I workmansbip.
r. E. Perform Work by persons qualified to produce required and specified qualrty.
r F. Verify that field measurements are as indicated on Shop Drawings.
I G. Secure products in place with positive anchorage devices designed and sized to witbstandf sffesses, vibration, physical distortion, or disfigurement.
I r.4 MANUFACTT.IRERS'FIELDSERVICES
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SECTION OI4OO
PART 2 - PRODUCTS (NOT APPLTCABLE)
PART3 -DGCUTION
QUALrry REQATREMENTS
When specified in respective Specification section, require manufacturer to provide qualified
personnel to observe field conditions, conditions of surfaces and installition, quality of
workmanship, and to make appropriate recommendations.
Representative shall submit wriften report to Architect listing observations and
recommendations. Report shall include observations and site decisions or instructions given to
applicators or installers that are supplemental or contrary to manufacturers' written instructions
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2.1 EXAMINATION AND PREPARATION
Verify that site conditions and substrate surfaces are acceptable for subsequent Work.
Beginning new Work means acceptance of conditions.
Clean and prepare substrates as specified in individual Specification Sections and as
recommended by product manufaenrrer.
Unless otherwise specified, apply rmnufacturer required or recommended substrate primer,
sealer, or conditioner prior to applying new material or substance in contact or bond.
EI{D OF SECTION OI4OO
UAI L UAILEY M EDI CAL CENTER
DEMOUTION AND STRUCTARAL FRAME
Construction DocumenK
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I SECTIONOLSM TEMPORARY FACILITIESANDCONTROIS
I sEcrroN01500-TEMpoRARyFACTLTTTESANDcoNTRoLSI
I PARTI-cENERALI
I I.I SUMMARY
I A. TemporaryUtilities.
I B. Temporary Controls.
C. TemporaryFacilities.r
1.2 PROJESIIDENTIFICATION
f A. Provide project sign that complies with local regulations, of exterior grade plywood with rne-
dium density overlay and wood fiane construction, painted, with lenering by professional sign
I painter to the Architect's design and colors.
B. List title of project, names of the Owner, the Architect, Architect's Consultants, Construction
I Manger, Mechanical Subcontractor, and Electrical Subcontractor.
r C. Erect on site at location designated by the Owner.
I D. No other signs are allowed except those required by law or approved by the Owner and Archi-t tect.
I 1.3 CONTRACTOR'S BUILDINGS
I A. The building of temporary structures will be permitted only at such places as approved by the
I Owner and Architect.
I r.4 TEMPoRARYoFFTcESI
A- Pnovide and maintain temporary field ofhce during entire construction period. Shell space and
I utilities for field office witi Ue irovided by rhe Orier.I
I 1.5 TELEPHONEANDCOMMT.INTCATIONSERVICE
I A' Telephone and facsimile services for Construction Managers use will be provided by ther- Owner.
I B. Provide electronic mail service in Contractor's field office including neressary Internet service,
r computer, modem and software.
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SECTION 01500 TEMPORARY FACILITIES AND CONTROIS
TEMPORARY WATER
Temporary water system required for completion of work wilt be provided by the owner.
In-stall branch piping with taps located so that water is available throughout project site by use
of hoses.
Provide hoses for conveyance.
TEMPORARY ELECTRICITY AND LIGHTING
Provide temporary electrical connections service required for completion of project. Electrical
utility service will be provided by the Owner.
Provide necessary temporary wiring for distribution.
Provide adequate artificial temporary lighting for areas of work when natural light is not ade-
quate for work, and for areas accessible to public.
I.8 TEMPORARY IIEAT AND VENTILATION
A. Provide temporary heat and ventilation as reguired to maintain adequate environnrental condi-
tions to facilitate progress of Work, to meet specified minimum conditions for installation of
materials, and to protect materials and finishes from damage due to temperature or humidity,
B. Provide adequate forced ventilation of enclosed areas for curing of installed materials, to dis-
perse humidity, and to prevent hazardous accumulations of dust, fumes, vapors or gases.
c. Portable heaters shall be standard approved units complete with controls.
D. Pay costs of installation, maintenance, operation and removal, and pay costs for fuel consumed.
E. Operate Permanent system only as required for testing and balancing except that perrnanent
equipment may be used for final dry out only after dust producing operations are complete.
Mechanical engineer of record shall evaluate when dust-producing operations are completg and
recommend tbe tinre at wbich pennanent mechanical system may be used. Use of permanent
system shall not affect warranty period, which shall start at final acceprance of all Work.
F. Provide construction filters for permanent systems until final acceptance of Work.
I.9 SANITARYFACILITIES
A. Install adequate temporary chemical toilets at time Work is commsnced. Do not use toilets in
existing Building.
B' Maintain facilities in compliance with applicable health laws and regulations. Keep in clean
and sanitary condition.
VAI L VAIf,EY M EDI CAL C ENTER
DEMOUTI ON AND STRACTARAL FRAME
Construction Docaments
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I SECTION OISM TEMPORARY FACIUTIES AND CONTROI.S
t C. Upon completion of Work, rcmove temporary sanitary facilities.
- D. New building facilities may not be used during any portion of the construction period, unless
I specifically agreed to by Owner and Architect.
I I.IO CONSTRUcTIoNAIDS
I A. Furnish and maintain temporary stairs, ladders, ramps, scaffolds, hoists, runways, derricks and
I chutes as required for proper execution of Work.
B. Such apparatus, equipment and construction shall meet requirements of applicable Federal,
I State and local Safety and Labor Laws.
I C. Only one of the permanent elevators may be used for temporary construction purposes and shall
I be provided with a temporary enclosure to protect finishes from damage. This enclosure does
I not negate the requirement for protective covering as described in Section 14240. Ary such en-r closure shall be turned over to the Owner upon Final Completion. Any damage to the elevator
and/or it's finishes during construction shall be repaired by the Construction Manager to the Ar-
t chitect's and Owner's satisfaction,r
I 1.11 GUARDRATLS, BARRICADES ANDTEMPORARY COVERINGS
A. Provide guardrails, handrails, and covers for floor; roof and wall openings; and stairways; all in
I
accordance with applicable Safety Laws.
r B. Provide barricades as required to protect natural resources, existing site features, existing
buildings, adjacent property and passers-by.
t C. At completion of construction, remove guardrails and barricades.
I D. Provide suitable temporary watertight coverings over windows, doors, hatchways and other
I openings as required to protect interior work from inclenrent weather.
I t.rz CoNSTRUCTTONFENCESIBARRIERS
,- A. Provide and maintain construction fences where requiled to ensure site protection and safety.
I B. Provide chain-link or woven wire fence with steel posts and gares.
I C. 48- high, orange polyethylene, open mesh fencing supported with steel posts as required.r D. Maintain fences until completion of project, then remove and restore surfaces.
I.I3 EXTERIORPROTECTION
VAI L VALLEY M EDI CAL C E NT E R
DEMO U N ON AND STRA CTIJRAL F RAM E
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SECTION 01500 TEMPORARY FACIUTIES AND CONTROLS
t.t4
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Provide temporary, insulated, weather-tight closure of exterior openings to accommodate ac-
ceptable working conditions and protection for stored and installed materials and products, to
allow for temporary heating and maintenance of required ambient temperatgres identified in in-
dividual specifications, and to prevent entry of unauthorized persons. Provide access door with
self-closing hardware and locks.
INTERIOR ENCLOSURES
hovide temporary partitions and ceilings to separate work areas from Owner occupied areas, to
prevent penetration of dust and moisture into Owner occupied areas, and to prevent damage to
existing materials, products and equipment.
Construction: Framing and gypsum board sheet materials with closed joints and sealed e.dges at
intersections with existing surfaces; sTC rating of 35 in accordance with ASTM E-90 with
maximum Flame Spread Rating of 25 in accordance with ASTM E-g4.
TREE AND PLANT PROTECTION
Preserve and protect existing nees and plants at site which are designated to remain, and those
adjacent to site.
Consult with Architect, and remove agreed-on roots and branches which interfere with con-
struction. Employ qualified tree surgeon to remove, and to treat cuts.
hovide temporary barriers, 6 ft. high, around each tree, or around each group of fiees and
plants.
Protect root zones of trees and plants:
I . Do not allow vehicular traffic or parking.2. Do not store materials or products.3. Prevent dumping of refuse or chemically injurious materials or liquids.4, Prevent puddling or continuous running water.
Carefully supervise excavatin& grading and fitling, and subsequent construction operations, to
pnevent damage.
Replace existing trees and plants desiguted to remain whicb are damaged or destroyed due to
constnrction operations.
TEMPORARY FIRE PROTECTION
Install and maintain temporary fire-protection facilities. Comply with NFPA 241.
l. Provide fire extinguisbers, installed on walls on mounting brackets.2. Store combustible materials in containers in fire-safe locations.
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DEMOUTION AND STRUCT'I]RAL FRAME
Constuction Documents
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END OF SECTION OI5OO
NLM 9EOO71.M UAILVAILEY MEDICALCENTER
DE M O UN ON AND STRA CTURAL F RAME
Cotts taction Doc ut E rrts
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TEMPORARY FACILITIES AND CONTROLS
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3. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fre-
Protection facilities, stairways, and other access routes for fire fighting. Prohibit smok-
ing.
4' Permanent Fire hotection; At earliest feasible date in each area of Project, complete in-
stallation of permanent fire-protection facility, including connected services, and place
into operation and use. Instruct key personnel on use of facilities.5. Develop and supervise an overall fire-prevention and first aid fire-protection program for
personnel at Project site in accordance with governing regulations.
I,I7 PARKINGFACILITIES
A. Restrict parking of construction personnel vehicles to areas designated by Owner.
B. Do not allow construction vehicle parking on completed new paving, except as otherwise ap-
proved by Owner.
I.18 ACCESS ROADS
A. Construct and maintain temporary roads accessing public thoroughfares to serve constnrction
areas.
B. Extend and relocate as Work progress requircs. hovide detours necessary for unimpeded traf-
fic flow.
C. Provide and maintain access to fire hydrants, free of obstructions.
D. Provide means of removing mud from vehicle wheels before entering public streets,
E. Designated existing on-site roads may be used for construction traffic, if prior approval is ob-
tained from Owner.
F. Maintain existing and new roads and walks used in the progress of this work, both within the
limits of the Site and the adjacent areas leading to it, open to havel and in clean condition.
Failure to maintain on-site roads and sidewalks will result in Owner's cleaning of same in the
most expedient manner with costs deducted from Contract sum.
PART2.PRODUCTS
NOTAPPLICABLE
PART3-HGCUTION
NOTAPPLICASLE
0150Gs
I SECTIONO|6OO PRODUCTREQAIREMENTS
I SECTION0I600 - pRoDUcT REQUTREMENTS
I PARr1-GENERAL
I l.l sIMMARYI
A. Material and equipment incorporated into Work:
f 1. Conform to applicable specifications and standards.2- Comply with size, make, type and quality specified, or as specifically approved in writing
I bv Architect.
I 3. Manufactured and fabricated products.
f a. Design, fabricate and assemble in accord with recognized industry standards.
I b.
Xil::"acrff
like parts of duplicate units to standard sizes and gages, to be inter-
c. Two-or more items of same kind shall be identical, by sarne manufacturer.
r I f;1tff[':l]:ffi::U:;T:if"*.", shown or speciried sharr be adhered to
unless variations are specifically approved in writing.
I B. Do not use material or equipment for purposes other than that for which it is designed or is
specified.
!' Lz RELATEDSECTIoNS
I A. Conditions of the Contract - Subparagraphs3.4.l,3.4.2, errld3.12.6.
B. Summary of Work- Section 01100.
f C. Products under Allowances - Section 01210.
I D. Shop Drawings, Producr Data and Samples - Section 01330.
I . Operating and Maintenance Data- Section 01780.
! 13 MANT]FACTURER'S INsTRUcTIoNs
I A. When Contract Documents require that installation of work shall comply with manufacturer'st printed instructions, obtain and distribute copies of such instnrctions to parties involved in
installation, including rwo copies to Architect.
I l. Maintain one set of complete instructions at jobsite during installation and until
completion.
ll 2. Submit Architect's copies with appropriate Product Data submittal.
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SECTION OI6OO PRODUCT REQUIREMENTS
Handle, install, connect, clean, condition and adjust products in strict accord with such
instnrctions and in conformity with specified requirements.
1. Should job conditions or specified requirements conflict with manufacturer's instructions,
consult with Architect for further instructions.2, Do not proceed with work without clear instnrctions.
Perform work in accord with manufacturer's instructions. Do not omit prepararcry sreps or
installation procedures unless specifically modified or exempted by contraci Documents.
1.4 TRANSPORTATIONANDHANDLING
A. Arrange deliveries of products in accord with construction schedules. coordinate to avoid
conflict with work and conditions at site.
1. Deliver products in undamaged condition, in manufacturer's original containers or
packaging, with identifying labels intact and legible.2. Immediately on delivery, inspect shipments to assure compliance with requirements of
Contract Documents and reviewed submittals, and that products ure p.opelty protected
and undamaged.
B' hovide equipment and personnel to handle products by methods ro prevent soiling or damage
to products or packaging.
I.5 STORAGEOFMATERIALS
A. Store products in accordance with manufacturer's instructions, with seals and labels intact and
legible. Store sensitive products in weather-tight enclosures; maintain within temperature and
humidity ranges required by manufacturer's instructions.
B- Maintain enclosures in good condition" and remove at completion of work.
C. Provide substantial platforms, blocking or skids to zupport fabricated products above ground.
D. Cover products, subject to discoloration or deterioration from exposurc, with impervious sheet
coverings. Provide ventilation to prevent condensation and degrading of product.
E. Store loose granular materials on solid surfaces in a well-drained area; prevent mixing with
foreign matter.
F. Stor€ materials on site unless otherwise approved by Owner.
G. Do not use building as storage facility unless approved by Owner.
H. Provide additional storage at no cost to Owner in the event that additional storage area is
required beyond that provided by project site.
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UAIL VALLEY MEDICAL CENTER
DEMOUTION AND STRA CTANAL FNI,UE
Cotatructian Docaments
9.lub 2001
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SECTION OI6OO PRODUCT REQAIREMENTS
Arrange stored materials to provide easy access for inspection.
PRODUCT OPTIONS AND SUBSTITUTIONS
Product Definitions.
hoducts: The term "product" as used in the Project Manual includes materials,
equipment, and systems.
Named Products: Identification of products by naming a model number and
manufacturer.
Standard Quality:
a. Where products are specified by naming model number(s) and manufacturer(s)
only, the named products establish a standard of quality.
b. Where products are specified by Description or Reference Standard and by naming
model number(s) and manufacturer{s), the named produc(s) together with the de-
scription or reference standard establishes a standard of quality,
B.Listed or Named Manufacturers:
Manufacturers listed or named in a product or system specification are those manufactur-
ers considered capable of manufacturing products conforming to the specification re-
quirements.
The "listing" or "naming" of a manufacturer does not imply "acceptance" or "approval"
of any standard product of that manufacturer.
Products of listed or named manufacturers proposed for use shall be comparable to or the
same in all respects to specified make or model number designation of named products
and shall meet or exceed specification requirements.
Product Options
Products specified only by Refercnce Standards or only by Description: any product
meeting those standards or descripions, by any manufabturer.
Products specified by narning several products or manufacturers: any prcduct and manu-
facturer named.
Products speci{ied by naming only one product and manufacturer: no option, unless a
substitution is accepted. Submit a Request for Substitution for any product or manufac-
turer not specifically nanr;d. Substitutions will only be considered if Construction Man-
ager can adequately prove to Architect that the substitution's specification meets or ex-
ceeds specified product. Cost savings or schedule benefits must also be identified. Any
zubstitution request that does not include this information will be rejected.
Products specified by naming one or more products and listing or naming other manu-
facturers: Select any nanred product or a product of a listed or nanpd manufacturer
which meets specification requirements and standard of quality established by the
a. Contract Docurnents are based on use of "narned" base products.
VAIL VALLEY MEDICAL CENTER
DE M OUTI ON AND STRACTURAL F RAM E
ConsfrTrction Docaments
9luly 2MI
HLM98M7LA 0160&!
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SECTION 0|600 PRODACT REQAIREMENTS
Proposed products of listed or named manufacturers that do not rneet the specifi
cation requirements of the "named" base product(s) will not be considered unless a
Request for Substitution ofthe proposed product has been accepted by Architect in
accordance with requirements of Contract Documents.
By using a product other than the "named" base product, Contractor represents that
he will be responsible for adjustments to fit product to Work and for providing ad-
ditional work, equipment, and services required by use of product, at no additional
cost.
b.
5. Products specified by Description, Reference Standard and naming several products or
manufacturers: Any product and manufacturer named meeting those descriptions, stan-
dards and specification requirements. Submit a Request for Substitution for any product
or manufacturer not specifically named.6. If colors, patterns and textures of a "named" product are specified, Architect reserves
right to require substitution products or products of a named manufacturer other than
"named" product to match color, pattern and texture of specified "named" product.7. Visual Matching Specification: Where Specifications require matching an established
Sample, furnish a product (and manufacturer) that complies with requirements and
matches Architect's sample. Architect's decision will be final on whether a proposed
product matches satisfactorily.8. Visual Selection Specification: Where Specifications include the phrase "as selected
from manufactur€r's colors, patterns, textures" or a similar phrase, furnish a product (and
manufacturer) that cornplies with other specified requirements.
a. Standard Range: Where Specifications include the phrase "standard range of col-
ors, pattems, textur€s" or similar phrase, Architect will select color, pattem, or
texture from manufacturer's product line that does not include premium items.
b. Full Range: Where Specifications include the phrase "frrll range of colors, pat-
terns, textures" or similar phrase, Architect will select color, pattem, or texture
from manufacturer's product line that includes both standard and premium items.
9. Custom Color Specification: Where Specifications include the phrase "custom color and
pattern", fumish a product that complies with other specified requirements and marches
Architect's custom color and pattem.
D. SubstitutionsPeriod
1. Substitution requests will only be considered during the bidding phase.
E. Substitutions After Execution of Contracr
l. No substitution will be considered after execution of Contract except for non-availabilitv
of specified item due to:
a. Strikes
b. Lockouts
c. Bankruptcy
d. Discontinuedproduction.
VN L VALLEY M EDI CAL C E NTER
DEMOLITION AND STRACTARAL FNAME
Corctraction llocumcn8
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SECTION OL6OO
6.
7.
8.
9.
PRODACT REQUIREMENTS
e. Proven shortage.
f. Similar occurrences.
Notify Architect, in writing, with substantiating data as soon as non-availability becomes
apParent.
Describe why product is not available.
Describe any cost changes.
Notify in time to avoid delay in construction, or if a delay is incurred identify the associ-
ated delay.
Forward submittal data as required for Requests for Substitutions.
Substitute products shall not be ordered or instalted without written acceptance.
Architect will determine acceptability of substitutions with consent of Owner.
Accepted substitutions shall be in accordance with a Change Order.
F.Requests for Substitutions:
Submit a separate request for each substitution. Document each request with complete
data substantiating compliance of proposed substitution with requirenrcnts of Contract
Documents.
Identify product by Specification Section and Article numbers. Provide manufacturer's
name and address, rade narne, and model or catalog number.
List product description, pedormance and test data and applicable reference standards,
List name and address of similar projeas on which product was used and date of installa-
tion.
Give itemized comparison of qualities of proposed substitution with specified product.
State changes required in other elements of Work because of substitution.
State effect on construction schedute.
List availability of maintenance service, and source of replacenrent materials.
Give cost data comparing proposed substitution with specified product, and amount of
net change to Contract Sum.
G. Contractor's Representation: Request for substitution constitutes a representation that
Contractor.
l. Has investigated proposed product and determined that it is equal to or superior in all re-
spects to specified product.
2. Will provide same warranties for substitution as for product specified.3. Will coordinate installation of accepted substitution into Work, and make such other
changes as may be required for Work to be complete in all respects.4. Waives all claims for additional costs, under his responsibility, related to substitution
which subsequently becomes apparent.
1.7 SI.]BSTTTUTIONSUBMITTALPROCEDI.]RES
A. Submit 3 copies of each Request for Substitution.
B. Architect will review Contractor's requests for substihrtions with reasonable promptness.
UN L VALLEY M EDICAL CENTER
DEMOUNON AND STRACTUML FNE UE
Constntction Documents
9 JuIy 2001
HLM 9&N7I.U 01600-5
I s*crroNot'oo
I C. During Bidding, Architect will record acceptable substitutions in Addenda.
D. Form of Acceptance:
a l. Bidding: Request for Substitution Fonn and Addenda.
I pART3-HGcurroN(NorAppr.JcABLE)
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2. After Execution of Contract: Request for Subsritution Form and Change Order if appli-
cable.
E. For accepted products, submit Shop Drawings, Product Data, and Samples in accordance with
Section 01330.
PART2 -PRODUCTS (NOT APPLICABLE)
PRODUCT REQUIREMENTS
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HIf,I{ 98N71.04 VNLUALLEY MEDICALCENTER
DEMOI.ITION AND STRACTUNAL FMME
Co nstruction Doc uments
I luly zMI
016W-6
r sEcTloNqr7^q EXECATIONREQAIREMENTS
I SECTION 01700 - EXECUTION REQIJIREMENTS
I PARTI -GENERAL
I
I.1 ST]MMARY
I A, Examination and preparation.
I B. Field Engineering
I C. Starting and Adjusting.
I D. Conection of the Work.
E. hotection.
I I.2 RELATED SECTIONS
I A. General Conditions - Paragraph 3.2.1.
I B. Cutting and Patching - Section 01731.
I
PART2 -PRODUCTS (NOT APPLICABLE)
- PART3-EXECUTIoN
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I 3.1 EXAMTNATTON
I A. Existing Conditions and Utilities: The existence and location of site improvements, under-
I ground and other utilities and construction indicated as existing are not guaranteed.
l. Before beginning work, investigate and verify the existence and location of underground
I utilities, mechanicA and electrical systems and other construction affecting the Work.r 2. Before construction, verify the location and points of connection of utility services.
I B. Unknown Utilities hocedures
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and uncharted utilities arc encountered during excavation, promptly notify
I 2- If it is determined that such utility line has been abandoned, properly cap line at a depth
approved by Architect orremove line if dirccted by Architect.
f 3. If such unknown utilities are encountered and work is continued so as to damage discov-
I ered utilities, Contractor shall repair damage at no cost to Owner.
4. Changes required in Work due to discovery of unknown, underground utilities or ob.
structions will be compensated for in accordance with provisions of the Conditions of the
I Contract.
HLM 98U71.04 VAILVALLEY MEDICALCENTER OI7ML
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SECTION O|7OO
Acceptance of Conditions: Examine substrates,
quirements for installation tolerances and other
Architect those non-complying conditions that
work.
EXECATTON REQA I RE M ENTS
areas, and conditions, for compliance with re-
conditions affecting performance. Report to
can not be corrected by normal preparatory
PREPARATION
Existing Utility hrformation: Furnish information to local utility that is necessary to adjust,
move, or relocate existing utility structures, utility poles, lines, services, or other utility appurte-
nances located in or affected by construction.
Existing Utility Intemrptions: Do not interrupt utilities serving facilities occupied by Owner or
others unless permitted under the following conditions and then only after arranging to provide
temporary utility services according to requirements indicated.
l. Notify Owner not less than l0 working days in advance of proposed utility intemrptions.2. Do not proceed with utility inremrptions without Owner's written permission,
Field Measurements: Take field measurements as requircd to fit the work properly. Recheck
measurements before installing each product. Where portions of the Work are indicated to fit to
other construction, verify dimensions of other construction by field measurenrents before fabri-
cation. Coordinate fabrication schedule with construction progress to avoid delaying the Work.
FIELDENGINEERING
Requirements Included
l. Verifying existing grades, utilities and site appurtenances indicated on Drawings.2. Establishing and maintaining bench marks and reference lines3. Laying out buildings and appurrenances.4. Layrng out site improvenrcnts.
5. Final property survey.
Quality Criteria
1. Surveyor: Contractor shall engage a registered land surveyor registered in the State in
which Project is located, acceptable to Owner, to provide field engineering services, or2. Field Engineer: Provide a trained field engineer capable ofproviding specified field en-
gineering services.
3. Initial services shall include the following:
a. Establish permanent bench marks outside building lines. Establish and maintain
two bench marks, located on the project site, as widely separated as possible.b. Verify locations and levels ofadjacentbuildings and appurtenances.c. Verifybatterboardsatbuildingcorners.
VN L UAILEY M EDI CAL C ENTER
DEM OUTI ON AND STRU CTU RAL F RAM E
Cowtntctian Documcnfi
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SECTION 01700 EXECATI ON RESAIREMENTS
d. Verify utility locations, including new construction and existing active and inactive
utilities prior to construction. Verify location and invert elevation at points of con-
nection of sanitary sewer, storm sewer and water service piping.e. Verify outside building lines to ensure conect position of buildings and appurte-
nances on project site. Make required surveys to fix and verify foundation loca-
tions and elevations, column centerlines, walls, pits and trenches.f. Locate and lay out site improvements, including pavements, stakes for grading, fill
and topsoil placement, utility slopes and invert elevations.
During construction, periodically check layouts, equipment locations, lines, levels and
grades.
After foundations are complete, provide a verification survey indicating location of exte-
rior walls and elevations of tops of footings.
Final Property Survey: Prepare a final property survey indicating signifrcant features
(real property) of the Work. Include on survey a certification, signed by surveyor, to ef-
fect that principal lines and levels of project are accurately positioned as shown on sur-
vey'
STARTING ANDADJUSTING
Start equipment and operating components to confirm proper operation. Remove malfunction-
ing units, replace with new units, and retest.
B. Adjust operating components for proper operation without binding. Adjust equipment for
proper operation.
Test each piece of equipment to verify proper operation. Test and adjust controls and safeties.
Replace damaged and malfunctioning controls and equipment
CORRECTION OF TTIE WORK
Repair or remove and replace defective construction. R€store damaged substrates and finishes.
Comply with requircments in Section 01731 - Cutting and Patching
1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up
with marching materials, and properly adjusting operating equiprrent.
Restore permanent facilities used during construction to their original or specifred condition.
Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired
without visible evidence of repair.
PROTBCTION
VNL UALLEY MEDICAL CENTER
DE M OUTI ON AND STRA CTARAL F NAM E
Construction DocamcnE
9 JuIy 2lNI
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SECTION OI7OO EXECUTIO N REQA I REMENTS
A. Maintain bench marks, monuments and other reference points, if disturbed or destroyed, replace
as directed.
B. Protect existing adjacent streets, paving, curbs, and buildings.
C. Protect existing on-site facilities and features, including utility lines, grading, paving and land-
scaping.
D' After materials, equipment and machinery are installed, properly protect Work to prevent dam-
age from subsequent opemtions. Remove protections when no longer needed, prior to comple-
tion of Work.
E. Provide coverings to protect finished surfaces from damage.
l. Cover projections, wall corners, and jambs, sills and soffits of openings subject to dam-
age by subsequent work.2. Protect finished floors and stairs from dirt and damage.
F. hohibit use of waterproofed and roofed surfaces for construction traffic and storage of materi-
als.
G. Keep building entirely waterproof at all times after roof is completed.
H. Damage to existing facilities and site improvements resulting from construction operations shall
be repaired by Contractor without cost to Owner.
.END OF SECTION OITOO
VAIL UALIBY M EDICAL CENTER
DEM OU TI ON AND STRA CTA RAL F RAM E
Constuction Documene
eJw2Ml
HIJJTgS(N7LA 0170G4
I SECTION01731 CaTTTNGANDPATCHTNG
I sEcrIoN 0lz3r - currlNc AND pATcHTNGI
I PARTI-cENERALr
I 1.1 SUMMARY
I A. Procedural requirements for cutting and patching.
- L2 RELATEDSECTIoNS
I A, General Conditions - Paragraphs 3.14 and 12.1.I
B. Firestopping for patching fire-rated construction - Section 784t
I C. Sections for specific requirements and limitations applicable to cutting and patching individual
parts of the Work; Specification section for that work.
r.3 scoPE
I A. Execute cutting including excavating, fitting and patching required to complete Work or to:
1. Make several pans fit properly.
I 2. Uncover portions of Work to provide for installation of out of sequence Work.t 3. Remove and replace defective work.4, Remove and replace work not conforming to requirements of Contract Documents.
I 5. Remove samples of installed work as specified for testing.
I 6. Provide penetrations of non-stnrctural surfaces for installation of piping and conduit.
I B. In addition to other confrct requirements, upon written instructions of Architect:I
'' l. Uncover work to provide for Architect observation of covered work.
I 2. Remove samples of installed materials for testing.
I 3. Remove work to provide for alteration of completed work.
C. Do not cut into or cut awav structural rnembers nor excavate beneath foundations or load bear-
I ing structures without notification, and approval from Architect.I
D, Do not cut into or cut away masonry elements or stnrctures without notification, and approval
I from Architect.
I E. Obtain written permission of separate contr,actor whose work will be affected by proposed cut-
I tingandpatching.
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1.4 SIJBMITTAIS
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HLM 98M71.04 UNLUALLEY MEDICALCENTER OT73T.1
DEMOLXTION AND STRACTARAL FRAME
I Cowtruction Documents
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I SECTIONq|T3I surrrNcANDpATcHINc
I A. Submit written notice to Architect a minimum of l0 working days in advance of executing cut-r ting which affects:
I l. Work of Owner or any separate contractor.I 2-
:ffi,ffLtffi*ty of Work, cutting concrete and steel structuid members, cutting ma-
I 3. Integrity of weather exposed or moisture resistant elements.
f| 4. Efficiency, operation or maintenance of operational equipment.5. Visual qualities of sight-exposed elements.
I
I B. Request shall include:
I l. Identification of hoject, description of affected work, necessity for cutting, effect on
I other Wo*, effect on structural integrity of project, description of proposed work. Des-
r i i#;T:1*"T11i""'
I i. rffi:1#i"",#"!.beused'
I e. Proposed schedule for cutting and parching.
11 2. Alternatives to cutting and patching.
- C. Should conditions of Work, or schedule, indicate change of materials or methods, submit writ-
ten recommendation to Architect, including:
I l. Conditions indicatingchange.2. Recomnrendations for alternative rnaterials or nrethods.
I 3. Submittats as required for substitutions as specified in Section 01600.
D. Submit written notice 10 working days in advance to Architect designaring time work will beI uncovered to provide for observation requested by Architect or t"gulatory agency ofjurisdic-f tion.
I PARTz-PRODUCTS
I 2J MATERT.ALsI
A' For replacement of work removed, comply with Specifications for each specific product in-I volved.r
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UN L VALLEY MEDICAL CENTER
DEM OLTNON AND STRACTANAL FMME
Cotrfruction Docamenfi
9lab 2(MI
01731-2
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I A. Examine existing conditions of Work, including elements subject to movement or damage dur-r ing cutting and patching, and during excavation and backfilling.
I B. After uncovering work, examine conditions affecting installation of new products, or perform-I ance of work.
I C. Do not Proceed until unsatisfactory conditions have been corrected.
I
r 3.2 PREPARATION
Ir A. Provide temporary shoring, bracing and support to maintain structutal integrity of affecrcd por-
tion of Work.
It B. hovide protection for other portions of Work.
I C. Provide protection from elements for portion of lVork which may be exposed by cutting andI patching, and maintain excavations free of water.
I 3.3 PERFORMANCE
I A. Execute fitting and adjustment of products to provide finished installation to comply with speci-
t fied products, frmctions, tolerances and finishes.
r B. Execute cuning by methods which will prevent damage to other work and will provide proper
t surfaces to receive installation of repairs and new work.
l. Neatly cut and remove materials, and prepare openings to receive new work.
I 2. Remove nx$onry or concrete in small-sections.-
f 3. Provide shoring, bracing, and other supports to prevsnt movement, settlement, or collapse
of remaining or adjacent wall areas, structure, or facilities.
fl 4. Arrange shoring, bracing, and supports to prevent overloading of structure.r C. Execute excavating and baclfilling by rnethods which will prevent damage to otber work and
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will prevent settlement.
r D. Restore work which has been cut or removed; install new prcducts to provide completed Work
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in accord with requircments of Contract Documents.
I E. Refinish sight-exposed surfaces to provide specified uniform finish to match adjacent finishes.
I l. Continuous Surfaces: To nearcst intersections.
fl 2. Assembly: Entire refinishing.
I F. Fit work airtight to pipes, sleeves, ducts, conduit and other penetrations through surfaces.
I G. At penetrations of fire-rated construction, completely seal voids with fir€stopping materials in
- accordance with Section 07841.
I HI.II980071.A VAILUAITEY MEDICALCENTDR 01731.3
I DEMOUTIONANDSTRaCTUMLFRAME
I ConstuctionDocunots
9 JuIy 2(M1
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I 3.4 cLEANUn
CUTTING AND PATCHING
A. Remove debris, rubbish, and materials resulting from cutting and patching operations.
I B. Transport materials and legally dispose of off site.
END OF SECTION 01731
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HLM 9SM71.M VAILUALLEY MEDICALCENTER 017314
DEMOUTION AND STRUCN]RAL FRAME
Constuction DocunenE
9 faly 2MlI
I
I SECTION01770 00NTRACTCLOSEOUT?ROCEDURES
I SECTION 01770 - CONTRACT CLOSEOUT PROCEDURES
I PARTI-cENERALI
I 1.r sr.rMMARy
A. Comply with requirements stated in Conditions of the Contract and in Specifications for
I administrative procedures in closing out the Work.r
I 1.2 RELATED SECTIONS
r A. Fiscal provisions, legal submittals and additional administrative requirements - Conditions of
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the Contract.
t B. Partial Owner Occupancy - Section 01100.
I C. Allowances - Section 01210.I
D. Contract Closeout Submittals - Section 1780.
I E. Operation and Maintenance Materials - Section 01285.
I F. Warranties, bonds and closeout submittals required for specific products or work - Respective
I Specification Sections forthat work.
I 1.3 suBsrANTtALcoMPLETroNI
A. When Contractor considers Work is substantially complete, he shall submit to Architect:
t l. A written notice that Work, or designated portion thereof, is substantially complete.2. A list of items to be completed or corrercted prior to final paynrent, the value of items on
I the list, and reasons why the Work is not cornplete.
I 3. Evidence of compliance with requirements of governing authorities.
r B. Within 5 working days after receipt of such notice, Architect will either make an inspection to
t determine stants of completion or notify Contractor of unfulfilled rcquirements.
C. Should Architect determine that Work is not substantially complete.
I l. Architect will promptly notify Cortractor in writing, giving reasons therefore.2. Contractor shall remedy deficiencies in Work, and send second written notice of substan-
I tial completion to Archit€ct.
I 3. Architect will re-inspect Work.
I D. When Architect and Owner concur that Work, or designated portion thereof, is substantially
I complete:
HLM gEOO7I.U VAILVALLEY MEDICALCENTER OI77h1
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SECTION 01770 CO NTRACT CLOSEOAT PROCEDARES
Architect will:
^. Sign a Certificate of Substantial Completion on AIA Form G704 prepared by the
Construction Manager, accompanied by Contractor's list of items to be completed
or corrected, as verified and amended by Architect.b. Submit Certificate to Owner and Contractor for their written acceptance of respon-
sibilities assigned to rhem in the Certificate.
Contractor shall:
a, Make final changeover of permanent locks, and deliver keys and one copy of key-
ing schedule to Owner. Advise Owner's personnel of changeover in security provi-
sions.
b. Submit Project Record Documents, Operating and Maintenance Data, and Warran-
ties and Certificates as specified.c. Schedule Facility Start-Up demonstrates and instructions with Owner's personnel
as specified.d. Remove temporary facilities from Project site, along with mockups, construction
tools, and similar elements.e. Prcpare a Certificate of Substantial Completion on AIA Form G704.
1.4 FINALCOMPLETION
A. When Contractor considers Work is complete, he shall:
l. Make final changeover of pennanent locks, and deliver keys and one copy ofkeying2. schedule to Owner. Advise Owner's personnel of changeover in security provisions.3. Submit Project Record Documents, Operating and Maintenance Data and Warranties and
Certificates as specified.4. Schedule Facility Start-Up demonstrations and instructions with Owner's personnel as
specified,
5. Remove temporary facilities from Project site, along with mockups, construction tools,
and similar elenrents.
6. Submit written certifications of systems and testing/balancing final reports.7. Submit written cerrification that:
a. Contract Documents have been reviewed.b. Wort has been inspected for compliance with Contract Docurnents.c. Work has been completed in accordance with Contract Docurnents.d. Submit copy of Substantial Completion "Punch List" as prepared by Architect, with
indication of each item that Contractor has completed or otherwise resolved for ac-
ceptance.
e. Equipment and systems have been tested or demonstrated in tbe presence of
Owner's representative and are operational.f. Work is completed and ready for final inspection.
B. Architect will either make an inspection to verify status of completion with reasonable
Promptness after receip of such certification or notify Contractor of unfulfilled requirenpnts.
UAI L VAITW M EDI CAL C ENT ER
DE MO UTI ON AND STRA CTARAL F MM E
Cowtruction Docwnen8
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r SECTIONO|TTO CONTRACTCLOSEOUTPROCEDURES
I C. Should Arcbitect consider that Work is incomplete or defective:
r 1. Architect will promptly notify Contractor in writing, listing incomplete or defective
work.r 2, Confactor shall take immediate steps to remedy stated deficiencies and send a second
written certification to Architect that Work is complete.
I 3. Architect will reinspect the Work.I
r I.5 FINALAPPLICATIONFORPAYMENT
I A. After Architect finds that Work is acceptable and after closeout submittals have been received,
I Contractor shall prepare final Adjustment of Accounts and final Application for Payment as
specified, and submit in accordance with procedures and requirements stated in the Conditions
I of the Contract.r
- PART2-PRODUCTS (NOTAPPLICABLE)
I
PART 3 - E)(ECUTION (NOT APPLICABLE)
END OFSECTION OI77O
HLM 9M071.U UAILVAITET MEDICALCENTER
DEMOUNON AND STRACTARAL FRAME
Co nstruction Docarnerrts
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SECTION OT78O CONTRACT C LOSEOAT SU BMITTAI.S
SECTION OI78O - CONTRACT CLOSEOUT SUBMITTALS
PART I -GENERAL
I.I STJMMARY
A, Project Record Documents.
B. Subcontractors and Suppliers List.
C. Operating and Maintenance Manuals.
l Manual of equipment and systems.2. Manual of products, materials and finishes.
D' Warranties and Certificates; including evidence of compliance with requirements of governing
authorities.
E. Evidence of Payment and Release of Liens.
F. Final Adjustment of Accounts.
G. Final Application for Payment
1,2 RELATED SECTIONS
A. Conditions of the Contract - paragraph 3.1 I .
B. Demonstration of equipment and systems - Section 01750.
C. Contract Closeout Procedures - Section 01720.
D. Spare Parts and Maintenance Materials - Section 017g5.
E. hoduct maintenance information required for specific products, materials, and finishes;
Respective Specification for each product, material and finish.
1.3 PROJECTRECORDDOCI.JMENTS
A, Maintenance of Record Documents:
l. Store Record Documents in field office, apart from other documents used for construc-
tion. Provide files and racks for storage of Record Documents.2. Do not use Record Docurrents for construction purposes.3. Label each document, *PRoJEcr REcoRD" in twoinch-high printed letters.
VAIL VALLEY MEDI CAL CENTER
DEMOUTION AND STRACTARAL FMME
Constttctbn Documents
9 JrdY 2001
HLM980U1-A 01780-1
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SECTION 01780 CONTRACT C I,OSEOAT SA BMITTALS
B. Recording:
L Keep Record Documents current with construction progress.2. Do not conceal any work until required information is iecorded.3. Record information on a set of Record Drawings and project Manual.4. Record Drawings: Legibly mark to record actual construction:
Field changes of dimension and details.
Architect's Supplemental lnstructions
Cbanges made by Change Order or modifications.
Details not on original Drawings.
5. Record Specifications and Addenda: Legibly mark each secrion to record:
a. Manufacturer, trade name, catalog number of each product and item of equipment
actually installed, particularly optional items and substitution items.b. Changes made by Addenda, Change Order or modification.c. Compliance: Compliance with the maintenance and recording requirements shall
be and remain the sole responsibility of the Contractor. With submission of the re-
cord documents Contractor shall provide Owner and Architect witb a wrinen certi-
fication that such documents comply with this Section and that Architect and
Owner are entitled to rcly upon such completeness and certification.
SUBCONTRACTORS AND SUPPLIERS LIST
Provide a complete list of names, addresses and telephone numbers of all subcontractors and
zuppliers employed on the work. List portions of the work performed by each entity.
FORM AND CONTENT OF MANUALS
Assemble operating and maintenance manuals, and warranties and certificates in three-ring
binders.
Format:
1. Size: 8-l/2 in. x l1 in., fold larger sheets to fit into binders.2. Indexing: Tabbed fly-leaf for each separate product or sysrem.3. Identification: Each binder cover and spine identified with title of manual, subject matter
of contents and project title.
C. Binders: Commercial quality, 3-ring, with durable and cleanable clear plastic sleeves on spine
to hold label describing contents.
D. Table of Contents: Provide for each volume, arranged in a systematic order.
l. Contractor, name of responsible principal, address and telephone number.2. A list of each product required to be included, indexed to content of volume.
UAI L VALLEY M EDI CAL CENTER
DEMOI.ITION AND STRACTURAL FRAME
Constructian Documcnts
9 Jdt zml
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I sEcrIoNorTEo CONTMCT CLOSEOAT SA BMITTAIS
I 3. List, with each product, name, address and telephone number of subcontractor or installer
and local source of supply for parts and replacement.
1; 4. Identify each product by product name and other identifying symbols as set forth in Con-
I tract Documenrs.
E, Product Data:
I l. hclude only those sheets which are pertinent to specific product.2. Annotate each sheet to clearly identify specific product or part insralled and data applica-
f ble to installation.
F. Drawinss:
I l. a-o*n-.n Product Data with drawings as n@essary to clearly illustrate relations of
component parts of equignent and systems and control and flow diagrams.
f| 2. Coordinate drawings with information in Project Record Documents to assure correct il-
I lustration of completed installation.3. Do not use Project Record Documents as rnaintenance drawings.
I G. Written Text: provide as required to supplement Product Data for particular installation,
organized in a consistent format and in logical sequence of instructions for each procedure.
I H. Warranties and Service Contracts: Include copy of each warranty issued and of each serviceI contract issued.
I I.6 MANUALFOREQUIPMENTAND SYSTEMS
I A. Content, for each unit of equipment and systenr, as appropriate:
r l Description ofunit and component pans.
r f, i:;:H?"::ffi:r#J1ffiff'*T',31u*,ingconditions
c. Complete nomenclature and commercial number of replaceable parts.
l| 2. OperatingProcedures:
I a. Start-up, break-in, routine and normal operating instructions.
I b. Regulation, control, stopping, shutdown and emergency instructions.c. Summer and winter operating instructions.d. Special operating instructions.
- 3. Maintenance hocedures:
r i: Hilffi1ff::tiffiooting,,
c. Disassembly, repair and reassembly.
I d, Alignment, adjusting and checking.
HIJII 98ffi71.04 VNLUALLEY MEDICALCENTER 01780.3
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SECTION 01780 CONTRACT CLOS EOUT SU BM ITTAI-S
4. Servicing and lubrication schedule.5. Manufacturer's printed operating and maintenance instructions.6. Description of sequence of operation by control manufacturer.
7 ' Original manufacturer's parts list, illustrations, assembly drawings and diagrams required
for maintenance.
As-installed control diagrams by controls manufacturer.
Each contractor's coordination drawings including as-installed color coded piping dia-
grams.
Charts of valve tag numbers, with location and function of each valve.
List of original manufacturer's spare parts, manufacturer's current prices, and recom-
mended quantities to be maintained in storage.12. Include testing and balancing repora.13. Other data as required under pertinent sections of specifications.
B. Content, for each electric and electronic system, as appropriate.
l. Description of sysrcm and component parts.
a, Function, normal operating characteristics, and limiting conditions.b. Performance curves, engineering data and tests.c. Complete norpnclature and commercial number of replaceable parts.
2. Circuit directories of panelboards.
a. Electrical service.b. Controls.
c. Communications
3. As-installed color coded wiring diagrams.
4. OperatingProcedures:
Routing and normal operating instructions.
Sequences required.
Special operating instructions.
5. MaintenanceProcedwes:
a. Routine operations.b. Guideto'trouble-shooting".
c. Disassembly, repair and reassembly.d. Adjustment and checking.
6. Manufacturer's printed operating and maintenance instuctions.
7. List of original manufacturer's spare parts, manufacturer's current prices, and recom-
mended quantities to be maintained in storage.
8. Other data as required under pertinent sections of specifications.
VAIL VALLEY MEDICAL CENTER
DEMO UTI ON AND STRA CTA ML F RAME
Construction Documcnts
9luly 2NI
HI.LI98M7I.M 0178(M
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Additional requirements for operating
Specifications.
CONTMCT CLOSEOUT SU BMITTALS
and maintenance data: Respective sections of
MANUAL FOR PRODUCT MAINTENANCE
Content: Maintenance data for each building product, applied material and finish used on
project.
Building Products, Applied Materials, and Finishes: Include product data, with catalog number,
size, composition, and color and texture designations. Provide information for re-ordering
custom manufactured products.
Instructions for Care and Maintenance: lnclude manufacturer's recommendations for cleaning
agents and methods, precautions against detrimental agents and methods, and recomrnended
schedule for cleaning and maintenance.
Moisture-Protection and Weather-Exposed Products: lnclude product data listing applicable
reference standards, chemical composition, and details of installation. Provide
recommendations for inspections, rnaintenance, and repair.
Additional Requirements: As specified in individual Specifications sections.
WARRANTIES AND CERTIFICATES
Compile specified waranties and certificates of compliance,
Review to verify compliance with Contract Documents.
Warranties shall be written in the name of the Owner.
Assemble wuranties and certificates executed by each of respective manufacturers, suppliers
and subcontractors.
Number of original signed copies required: 2 each.
Table of Contents: Neatly typed, using Table of Contents of hoject Manual as format.
Provide complete information for each item.
l. Name and location of project.
2. Name and address of Contractor.
3. Product, equiprnent or system.
4. Finn, with name of principal, address and telepbone number.
5. Scope.
6. Date ofbeginning and duration ofwarranty.
7. Provide information for Owner's personnel:
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I a. Proper procedure in case of failure.b. Instances which might affect validity of warranty.
I H. Prior to final payment, submit following certificares:
- I . Certificate of Insurance for Products and Completed Operations.
I 2.
:rT:X.,il:,
or other written evidence of compliance with requirements of governing
a. CertificateofOccupancy.
I b. Certificates oflnspection
I ) Conveying systems.
I 2) Mechanical systems.3) Electrical systems.4) Fire protection system.r :l 5::",$ffi;',ix:7) Others where required by Specifications.
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1.9 SI.JBMITTALS
I A. Manuals:
I l. Submit two copies of proposed format and outline of rnaauals at least 3O days prior to
I Substantial Completion. Architect will retum with comments.2- For equipment, or component parts of equipment put into service during construction and
I operated by Owner, submit documents within l0 days after acceptance of designated
I portions of the Work.
3. Submit 2 copies of data manuals in final form with 30 days prior to Substantial Comple-
tion.t 4. Architect will review manuals for completeness of contents.
a. Manuals will be retumed with comnrents for revisions, if necessary.I b, Conect, modify or complete manuals to comply with Architect's comments.c. Submit2copiesof eachcorrectedmanualwithin l5workingdaysof receiptof Ar-
chitect's corrunents.
I B. Project Record Documents:
I l. At Contract closeout, deliver one copy of Record Documents to Architect for Owner.- 2. Accompany submittal with Certifrciie of Compliance and transmittat lener in duplicate,
containing: date, project title and number, Contractor's name and address, title and num-
I ber of each Record Docunent and signature of Contractor or his authorized representa-
tive.
VAI L VALLEY MEDICAL CENTER
DE M OUN ON AN D STRA CTABAL F RAM E
Constru.ction Docume nls
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I SECTION OL7EO CONTNN.CT CLOSEOUT SABMITTAIS
I
I 1.10 EVIDENCE OFPAYMENTS, AND RELEASE OFLIENS
r A. Contracror's Affidavit of Payment of Debts and Claims: AIA G706.
Ir B. Conrractor's Affidavit of Release of Liens: AIA G?06A, with:
I l. Consent of Surety to Final payments: AIA G?02.r 2. Contractor's release of waiver of liens.3. Separate releases of waivers or liens for subcontractors, suppliers, and others with lien
rights against property of Owner, together with list of those parties.I
C. Submittals shall be duty executed before delivery to Owner.
I D. Number of original signed copies required; 2 each.
I 1.11 FINALADJUSTMENTOFACCOLJNTSI
A. Submit final statement of accounting to Architect.
I B. Statement shall reflect all a_djustments.
I l. Original Connact Sum.
I 2. Additions and Deductions resulting from:
a, hevious Change Orders.
I b. Allowances.
c. Unit Prices.
I d. Deductions for uncorrected Work.t i i?H'ff:trf":il:fi1*damagesg. Deductions for Reinspection payments or fees.
I h, Other adjustments.
3. Total Contract Surn, as adjusted,
I 4. Previouspayments.
I 5. Sum remaining due.6. Construction Manager will prepare final Change Order, reflecting approved adjustments
to Contract Sum not previously rnade by Change Orders.
I
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r A. Submit final application in accordance with requirements of Conditions of the Contract.
r PART2-PRODUCTS (NOTAPPLTCABLE)
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DEMOUTION AND STRACTARAL FRAME
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IILM9SU)7I.U VNLUALLEYMEDICALCENTER 01760.8
DEMOUTION AND STRACTARAL FRAME
Cowtttction Docwnanb
9lult 2NI
I SECTION 01785 aPERATIoN AND MNNTENANSE MATBRIAL
I SECTTON 0178s - OPEMTTON AND MATNTENANCE MATERIAL
I PARrr -.ENERAL
I r.r suMMARYI
A. Procedures for storage, handling, and delivery of spare parts and maintenance materials.
I 1.2 RELATED SECTIONS
I A. Material Storage - Section 0t600.
r B. Contract Closeout Procedures - Section 01770.
I
I.3 PRESENTATION OF STJBMITTALS
I A. Contract Closeout lnforrnation
I l. Spare Parts: To Owner with letter of transmittal.
I 2. Maintenance Materials: To Owner with letter of transmittal.3. Extra Materials: To Owner with leuer of transmittal.
I 4. Copies of Transmittals: To Architect.
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I 1,4 PRODUCTREQLIIRED
I A. Provide to Owner quantities of spare parts and tools, rnaintenance materials and extra material
as specified in individual Specification Sections.
t B. SparePartsandTools: Packageinclearlyidentifiedboxes.
I l. krdicate manufacturer's narne, part name and stock number.
I 2. Indicate piece of equipment for which part or tool is intended3. Indicate narne, address and phone number of closest supplier
I 4. Indicate specffication number.
I C. Maintenance Materials: Package in clearly identified boxes.
I l. Indicate trade name and stock number.r 2. Indicate for whicb item material is to be used.3- Indicate name, address and phone number of closest supplier.
I D. Extra Materials: Package in clearly identified containers, or install where indicated.
I l. Provide products identical to those installed in Work. Include quantities in original pur-
I chase from manufacturer to avoid variations in manufacnre.
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9 July 2NI
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OPERATION AND MAINTENANCE MATERIAL
I t.s DELryERYI
A. Deliver to Owner at time of Substantial Completion unless Owner requests earlier delivery.
f B. Deliver to location on site as directed by Owner.
I C. Obtain receipt for delivered materials.
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END OF SECTION 01785
HLM 98OO7I.A UAILVALLEY MEDICAL CENTER
DE M O U TI ON AN D STRU CTI]ML F RAM E
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SECTIONO33OO CONCRETEI
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SECTION O33OO - CONCRETE
I PART I -GENERAL
. I.O RELATEDDOCUMENTS
' A. Drawings and general provision of the Contract, including General and Supplementary Conditions and
Division I - Specification sections.
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I.OI DESCRIPTIONr
I A. Work Included: Work consists of furnishing all labor, material, and equipment necessary for
completion of all concrete work including, but not necessarily limited to, the following:
t Formwork, complete with required shoring, bracing, and anchorage.
2. Reinforcing, complete with required support, spacers, and related accessories.
|l 3. Cast-in-place concrete including footings, pilasters, grade beams, walls, and slabs.
r 4. Finish and cure for slabs.
I B. Definitions: Air content, entrained air content: is volume of air found by subtracting tlre
entrapped air from the total air content.
r I.O2 QUALITYASSURANCE
I A. Requirements of Regulatory Agencies: The Work under this section shall be subject to all
! applicable provisions ofthe state and local building and safety codes.
I B. Reference Standards: Comply with following standards except where more stringent requirements
I are shown or srrecified:
I l. ACI 301-84,"SpecificationforStructuralConcreteforBuildings." ACI 304-2R,305,I 306, 308, 315 and 3lE Building Code Requirements for Reinforced Concrete.
fJ 2. Concrete Reinforcing Steel lnstitute (CRSI), "Manual of Standard Practice", 63 and 65.
I 3. ASTM c666 - standard Test Method for Resistance of concrete to Rapid Freezing and
I Thawing.
I 4. ACI I 17-90 -- Standard Tolerances for Concrete Construction and Materials; American
Concrete lnstitute; 1990.
ELM9&N7141 YAILVALLETMEI'ICALCEIVTER O33MI
DEMOLINON AND STRACTAML FMME
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CONCNETE
ACI 201.2R-92 - Guide to Durable Concrete; American Concrere Institute; 1992.
ACI 2l l.l-91 - Standard hactice for Selecting Proportions for Normal, Heavy weight,
and Mass Concrete; American Concrete Institute; 1991.
AcI 301-89 - specifications for structural concrete for Buildings; American concrete
Institute; 1989.
AcI 302.1R-89 - Guide for concrete Floor and Slab constructionl American concrete
Institute; 1989.
ACI 304R-89 - Guide for Measuring, Mixing, Transporting, and placing Concrete;
American Concrete lnstitute; 1989.
ACI 305R-91 - Hot Weather Concreting; American Concrete Institute; 1991.
ACI 308-92 -- Standard Practice for Curing Concrete.
ACI 3l 8-89 - Building Code Requirements for Reinforced Concrete; American
Concrete Institute; I 989.
ASTM A 184/A l84M-90 - standard specification for Fabricated Deformed steel Bar
Mats for Concrete Reinforcement; 1990.
ASTM A 185-90a - Standard Specification for Steel Welded Wire Fabric, plain, for
Concrete Reinforcement; 1990.
AsrM A 615-92 - Standard specification for Deformed and plain Billet-steel Bars for
Concrete Rein forcement; 1992.
ASTM A 7751A 775M-94a - Srandard Specification for Epoxy-Coarcd Reinforcing
Steel Bars; 1994.
ASTM C 3l -91 -- Standard Practice for Making and Curing Concret Test Specimens in
the Field; 1991.
ASTM C 33-92 -- Standard Specification for Concrete Aggregates; 1992.
ASTM C 39-93a -- Standard Test method for Compressive Strength ofCylindricat
Concrete Specimens; | 993.
ASTM C 42-90 - Standard Test method for Obtaining and Testing Drilled Cores and
Sawed Beams of Concrete; 1990,
ASTM C 94-92a -- Srandard Specification for Ready-Mixed Concrete; 1992.
ASTM C 150-94 - Standard Specification for Portland Cement; 1994.
UAILVALLEYMEDICALCENTER O33OL2
I'EMOLINON AND STNACTAML FNAME
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16.
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20.
21.
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29.
30.
31.
CONCRETE
ASTM C l7l-92 -- Standard Specification for Sheet Materials for Curing Concrete;
1992.
ASTM C 172-90 -- Sandard Practice for Sampling Freshly Mixed Concrete; 1990.
ASTM C 173-78 -- Standard Test Method for Air Content of Freshly Mixed Concrete by
the Volumetric Method; 1978.
ASTM C 231-9lb -- Standard Test method for Ah Content of Freshlv Mixed Concrete
by the Pressure Method; l99l .
ASTM C 260-94 - Standard Specification for Air-Entraining Admixtures for Concrete;
t994.
ASTM C 494-92 -- Standard Specification for Chemical Admixtures for Concrete; 1992.
ASTM C 618-94a - Standard Specification for Coal Fly Ash and Raw or Calcined
Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete; 1994.
ASTM C 881-90 -- Standard Specification for Epoxy-Resin-Base Bonding Systems for
Concrete;1990.
ASTM C 1059-91 - Standard Specification for Latex Agents for Bonding Fresh to
Hardened Concrete; 1 99 1 .
ASTM D t75l-83 (91) -- Standard Specification for Preformed Expansion Joint Filler for
Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous
Types); 1983 (Reapproved l99l).
ASTM E I155-87 - Standard Test Method for Determining Floor Flatness and Levelness
Using the F-Number System; 19E7.
CRSI MSP- t -90 - Manual of Standard Practice; Concrete Reinforcing Steel lnstinrte;
1990.
Concrete Relnforcing Steel Institute (CRSI), "Manual of Standard practice,', 63 and 65.
1997 Uniform Building Code.
1997 Edition ofASTM C94 except as modified herein:
a. Section 5.1.3 strall be changed to read at the point of placement.
b. Section 7.2 shall be changed to rcad when sampled at Ore point ofplacement
shall not be below the specified minimun.
VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STRACTAML FNAME
Consnuaion Docamcnt
9 JULY200l
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SECTION O33OO
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CONCRETE
The Owner will ernploy an Independent Testing Laboratory to provide testing services specified
in Division l.
The Structural Engineer, and Independent Testing Laboratory shall be offered uninterrupted
access to the ready-mix batching plant at all times that the work is in progress.
E. Providc the Testing Agency with following:
l. Incidental labor required to facilitate testing.
2. Minimum one day's advance notice when concrete is to be placed.
3. Storage facilities for concrete test cylinders.
4. Materials, samples, and access to materials as required for testing.
5. Reimbursement of costs for testing and inspection resulting as a consequence ofthe
following:
a. Work not in compliance with the Contract Documents.b. Testing requested by Contractor or Subcontractor such as additional cylinders
for earlv breaks. etc.
c. Testing to veri$ the adequacy of work done, without prior notic€, without
proper supervision, or contrary to standard construction practice.
F. Desim Criteria:
l. Concrete: See General Notes on Stuctural Drawings and ACI 301, Chapter3.
2. Formwork Design: The Contractor shall assume all responsibility for the safety of the
formwork and shall provide all necessary desigt, construction, materials, and
maintenance to produce the required concrete work safely, Design all formwork to have
sufficient camber to maintain the tolerances specified. Srength shall be sufficient to
compensate for the weight ofthe fiesh concrete and a construction live load of50 psf
minimum.
G. The Contractor is responsible for the quality control, including workrnanship and materials
furnished by his subcontractors and suppliers.
l . Inspection or testing by the Owner does not relieve the Contractor of his responsibility to
perform the Work in accordance with the Contract Documents.
2. Workmanship: The Contractor is responsible for and shall bear the cost of correcting
concrete work which does not conform to tbe specified requirements including, but not
limited tq strergth, tolerances, and fmishes. Correct deficient concrrte b5r means
acceptable to the Architect and Structural Engineer to approve corrpctive work shall be
VATL YALLEY MEDICAL CENTER
DEMOLINON AND STRACruRAL FNAME
Construuion Docaman8
9 JULY 2001
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SECTION O33OO CONCRETE
bome by the Contractor.
H. Record of Work: A record shall be kep by the General Contractor listing the time and date of
placement of all concrete for the structure. Such record shall be kept until the completion ofthe
project and shall be available to the Architect and Sfiuctural Engineer for examination at any time.
All concrete batch tilp tickets will be collected and retained by the Contractor. Conffete batch
trip tickets shall contain information specified in ASTM C94, Paragraph entitled "Batch Ticket
Information," including items | 5.2.1 through 15.2.8. Batch rip ticket shall also show the total
amount ofwater in the mix as batched (including water present in the aggregate before batching)
and the amount of water required by the design mix proportions.
Upon completion ofthe project, copies ofthe record ofwork and batch tickets shall be provided
to the structural engineer.
I.O3 SUBMITTALS
A. All submittals in accordance with Division l.
B. Mix Designs:
l. Submit substantiating data for each concrete mix design contemplated for use to the
Architect not less than six weeks prior to first concrete placement. Data for each mix
shall, as a minimum, include the following:
a. Mix identification designation (unique for each mix submitted).
b. State of int€nded use for mix.
c. Mix proportions, including all admixtures used.
d. Manufacturer's data and/or certification verirying conformance of all mix
materials, including admixtures, with specified requirements.
e. Wet and dry unit weight.
f. Entrained air contgnt.
g. Design slump.
h. Required average strength qualification data per ACI 301 3.9.1 and 3.9.2.
Submit separate qualification data for each production facility which will supply
concrete to the project.
i. Average strength qualification data (trial mix data or field test data pcr ACI 301
3.9.3). When field test data is used to qualifl averagc strengtr, submit separate
qualification data for each production facility which will supply concrete to the
VAIL VALLEY MEDICAL CENTER
DEMOLINON AND STNACN]NAL FNAME
Con$ruaton DocumatE
9 JULY 2OOI
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CONCRETE
project.
j. Field test data submitted for qualification of average srength under ACI 301
3.9.1,3.9.2, and 3.9.3 shall include copies of the Conqete Testing Agency's
reports from which the data was compiled.
2. Separate design mixes are required for each strength and class of concrete, each change
in type and/or quantity of mix materials including admixtues, each change in slump
limits, and each change in ennained air content.
3. It is the sole responsibility ofthe contractor to adjust the mix designs to meet the
environmenul conditions and techniques of placement at the time and point of
placement. Mix designs presented herein are minimum quantities for ideal conditions.
Any variations in arnospheric, placing or curing conditions must be accounted for by the
contractor and his mix desiens.
C. Shop Drawings:
l. Submit shop drawings for fabrication, bending and placement of concrete reinforcement.
Comply with ACI Detailing Manual (SP 66). Provide l/4" scale elevations of all
components with reinforcing shown. Include special reinforcement required at openings
through concrete structune. Include all accessories specified and required to support
reinforcement. Obtain from General Confiactor location of p'roposed construction joints
and show them on the shop drawings. Reproduction of any component of the conmct
documents as a part of the slrop drawings is prohibited.
2. For slab joints, both control and constnrction. Include a sequence of placernents and a
schedule with the minimum time delay between each segment placement.
D. Product Data:
l. Submit product data with application and installation insfructions for pmprietary
materials and items including reinforcement and forming accessories, admixtures,.
patching compounds, epoxies, grouts, hardeners, sealer, and others as required by the
Architect.
2. Submit curing compound product data and verification of its compatibility with other
finish materials and surface treatments required.
E. Submit samples of concrete materials if requested by the Architect, including names, sources, and
descriptions.
F. Laboratory Test Reports: Submit laboratory test reports for concrete materials and mix design as
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I I.O4 HANDLING
I A. Concrete:
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VAIL VALLEY MEDIQIL CENTER
DEMOLITION llND STRACTARAL FRAME
Construction Docua,ub
9 JULY 2001
033tilM
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1.05
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SECTION O33OO
2.
JOB CONDITIONS
A. Environmental Requirements:
PART 2. PRODUCTS
2,OO GENERAL
CONCRETE
Hauling Time: discharge all concrete transmitted in a truck mixer, agitator, or other
transponation device not later than I hour, or 200 revolutions of the drum after the
mixing water has been added, whichever is earliest.
Extra Water: Deliver concrete to the job in exact quantities required by the design nix.
No extra water shall be added.
l.Hot Weather Placernent: When depositing concrete in hot weather, follow
recommendations of AcI 305 as modified herein. The temDerature of consete at time of
placernent shall not exceed 90 degrees F. Protect to prevent rapid drying. Mixing water
may be chilled, or chopped ice may be used to contol tempera0re provided water
equivalent of ice is calculated to total amount of mixing water. Use of liquid ninogen to
cool concrete is Contractor's option. Start finishing and curing as soon as possible.
when the air temperature is expected to exceed 90 degrees F., the contractor shall obtain
acceptance from the Structural Engineer ofthe procedures to be used in protecting,
depositing, finishing, and curing the concrete. The specified water reducing retarding
admixture may be used upon acceptance of the Strucnrral Engineer for 24 houn after
depositing.
Cold Weather Placement: When deposition concrete after the first frost or when the
mean daily temperatures are below 40 degrees F., follow recommendations of ACI 306
as modified herein. Maintain concrete temperature at a minimum of 55 degrees F. for
sections having a minimum dimension of less than 12", or 50 degrees F. for sections
having a minimum dimension of 12" or greater, for not less than 72 hours after
depositing. The specified non-chloride accelerator or high-early suength Type III
cement may be used when accepted by the Structural Engineer. Do not place concrete
without approval of the Stuctural Engineer on days when temperature at 9:00 a.m. is
below 30 degrees F. Job-cured cylinders for verification of strength and/or the adequacy
ofthe contractor's protective methods, may be required by the Stuctural Engineer.
hotection: Protect all concrete from rain damage. Protect finished slabs from mortaf, leakag€
from pouring of concrete above. cover masonry walls, glazing, and other finish mat€rials with
polyethylene or otherwise protect from damage due to pouring ofconcrete.
A. All materials in accordance with ACI 301 unless amended or superseded by requirements of
following articles or General Notes on the structural drawings.
UAIL VALLEY MEDICAL CEIVTER
DEMOUTION AND STRACruRAL FMME
Consfruclion Doanrr'r//r,s
9 JULY 2001
HLM980071-A 033M-7
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SECTION 03300 CONCRETE
2.01 FORM MATERIALS AND SYSTEMS
Forms for Exposed Finish Concrete: Unless otherwise indicated, construct formwork for exposed
concrete surfaces with plywood, metal, metal-framed plywood faced or other acceptable panel-
type materials, to provide continuous, sFaight, smooth, exposed surfaces. Fumish in largest
practicable sizes to minimize number ofjoints and to conform to joint system shown on drawings.
Provide form material with sufficient thickness to withstand pressur€ of newly-placed concrete
without bow or deflection.
Forms for Unexposed Finish Concrete: Form concrete surfaces which will be unexposed in
finished structure with plywood, lumber, metal, or other acceptable material. Provide lumber
dressed on at least two edges and one side for right fit.
Form Coatings: Provide commercial formulation form-coating compounds that will not bond
with, stain, or adversely affect concnete surfaces and will not impair subsequent treatnents of
concrete surfaces.
2.02 REINFORCINGMATERIALS
General: Sizes, types, grade or yield strengths as indicated on the drawings. Use 60,000 psi yield
strength if not otherwise indicated. Use reinforcing conforming to ASTM A706 where welding of
reinforcing is required unless otherwise indicated. Provide uncoated finish unless otherwise
indicated.
Defonned Bars: ASTM A6t5 plus supplemenary requirement (Sl), Deformed Billet Steel Bars
or ASTM A?06, Low-Alloy Steel Deformed Ban unless otherwise indicated.
Welded Wire Fabric: Mesh size and gauge as indicated on the drawings. Conform to ASTM
A185, plain in flat sheets.
Tie Wire:Tie wire shall be No. 16 American Wire Gage or heavier, black annealed.
Supports for Reinforcement: hovide supports for reinforcement including bolsters, chairs,
spacers and other devices for spacing, supporting and fastening reinforcing bars and weldcd wire
fabric in place within specified tolerances. Use wire bar-type supports complying with CRSI,
Class I or 2, unless otherwise aoceptsble.
l. Use supports with sand plates or horizontal runners for slab-on-grade wh€re base
material will not support chair legs.
2. Provide accessories and continuous reinforcing supported on appropriate chairs for
welded wire fabric and reinforcement in slabs as required to maintain position as shown
on the drawings.
CONCRETE MATERIALS
VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STNUCTUML FRAME
C onsfi u cr ion lro cu rru tt
9 JuLY200l
HIJfiqEM7I.A 033WN
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A. Cementitious Materials:
2.04 RELATEDMATERIALS
A. Expansio,n Joinb:
CONCRETE
1. General: Provide materials of the same brand or source throughout the project unless
otherwise soecified.
2. Portland Cement: ASTM Ct50 Type II.
3. Fly Ash: ASTM C618, Class C orF, low loss.
B. Aggregates:
l. General: Provide aggregates fom the same source throughout the project unl€ss
otherwise specified.
2. Normal Weight Aggregate: ASTM C33 containing no deleterious substances which
cause surface spalling. Certifo that no alkali reactivity is produced with the proposed
aggregate-cement combinations when tested in accordance with ASTM C227 . Pea
gravel shall be graded for 90% passing the 3/8 inch screen *O 96o7o rctained on the l/4
inch screen. Use pea gravel only when acceptable to the Architect and Structuml
Engineer.
C. Water: Potable.
D. Admixtures:
l. General: Unless specified, no admixtures may be used without specific approval ofthe
Architect and Structural Engineer.
2. Prohibited products: Calcium chloride or admixtures containing more than 0.05%
chloride ions or thiocyanates are not pcnnited.
3. Air Entraining Admixhre: ASTM C?60
4. Water Reducing Admixture: ASTM C494, Type A
a. Subject to compliance with requirements, provide one of the following:
nEucon WR-75" - Euclid Chemical Co.
"Pozzolith 344Hu - Master Builders
"Plastocrete 160" - Sika Chemical Co.
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l. lnterior Use or Exterior Use Where Sealants are Specified: Cellular foam of l/2 inch
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HI.L| gUNzI.IN VAILUALLEYMEDICALCENTER O33M-9
DEMOIJTION AND STRACTURAL FNAME
Corrstrudion lrocg,rrg/ta
9 JULY 2001I
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SECTIONOS3OO CONCRETE
I thickness. Provide manufacturer's certification of compatibility with specified sealants
where required.
f B. Curing Compounds:
- l. Dissipating Resin Compound: ASTM C309, Typel. The film must chemically break
I down in a two to four week period.
a. Subject to complianc€ with requirements, provide one of the following:'lI ',Kurez DR" - Euclid Chemical Co.
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Engineer as to methods and procedures.
I l. Injection Epoxy: Subject to compliance with requirements, provide the following:
"Sikadur 35, Hi Mod LV,'- Sika Chemical Corp.
I 2. Epoxy Adhesive: Subject to compliance with requirements, provide one ofthe
following:
f "sikadur 32 Hi-Mod" - Sika Chemical Corp.
I D. Bonding Compound: Polyvinyl acetate, rewettable rype. Interior usage only.
I l. Subject to compliance with rcquirements, provide one of the following:
I "Sikabond'_ Sika Chemical Corp.
D. Floor joint filler: semi-rigid epoxy filler.
I l. Subject to compliance with requirements, provide one of the following:
"Euco 700', - Euclid Chemical Co.
I E. Non-Shrink Grout: CRD-C 5EB, Tlpe A, facrory premixed.
I F. * *il*.nrn colortess,shake-on,r haraeninfcrremGi6ffiuna.
l. Subject to compliance with requircmcnts, provide the following:
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'Surfhard" - Euclid chemical company.
- HIf,|r9E(MTI-01 vATLvALLEYMEDIoALaENTER 0ii00-10
DEMOLITION AND STRUCTARAL FMMEr *ry#:"?,ffi.
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I 2.05 PROPORTIONING AND DESIGN OF MIXES:
I A. Strength - Desigr mixes to provide normal weight concrete for the following mix types:
I Tlpe I . 4009 psi 28 day compressive strength; 6l I lbs. of cement and ash per cubic yard
mlnimum; Wc ratio .46 maxirnum; air enuained to be used in all concr€te
except as noted in type 2 below.
r B. Slump Limits: Slump of concrete, measured at point of placement, shall fall within the foltowing
limits:
I Type l: Not less than 2,' and not more than 4".
Mix designs shall be proportioned at the maximum slump.
t D. Fly Ash,/Cement Replacemenr:
l Fly ash may be substituted in all concrete up to a 20% maximum.I
E. Admixtures:
I l. Use air-entraining admixture in all concrete, unless otherwise indicated. Add air-
entaining admixture at manufacturer's prescribed rate to result in concrcte at point of
placement having enfiained air content within following limits:
I a. 4yo minimum air at all concret€.
I F. Selection ofproportions:r
I . Mix Design: Cost of concrete mix design is responsibility of Confactor.
r 2. Selection of Proportions: Use method of ACI 301 3.9. Proportioning based on method ofr AcI 3ol 3.lonotallowed
a. Field test records used for documentation ofthe average srength produced by af proposed mix in accordance with ACI 301 3.9.3.2 shail, in aadition to the
requirements thcre listed, comply with the following:
t The test record shall represent production concrete from a single design mix,
produced during the past year, and may be composed of 30 or more consecutive
tes$.
I The test record shall represent concrete made with identical materials and
proportions (including admixtures) to the proposed rnix.
f The test record shall represent concrete proportioned to produce the maximum
slump allowed by these specifications, and for air-entraincd concrete, within -
I 0/+l percent of the maximum air content allowed.
r Hltrgunzl-M qAnLvALLEvMEDI1AL1ENTER tistu-Il
DEMOLITION AND STRACTARAL FRAME
Constudion DocarwnEr 9JULY2OOI
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CONCRETE
b. Mixes proportioned on the basis of trial mixtures shall meet the provisions of
ACI 301 3.9.3.3.
G. Design mixes to meet or exceed each requirement specified at the point of placement. Where
more than one criterion is specified, the most stringent shall apply. It is the sole responsibility of
the contractor to implement revisions to the mix designs due to placement techniques or weather
conditions at the time of placernent. Mix designs criteria herein is for ideal conditions.
I PART3-EXECUTION
r 3.00 GENERAL
r A. Perform concrete work in accordance with AC! 301 except as specified herein and on the
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B. use ready-mixed concrete conforming to AsrM c94; no job.mixed concrete allowed.
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3.01 coNcRErEcAsroNEARrH
A. Preparation:
l. Foundation Bearing Surfaces: Excavate to smooth, level surface in undisttrbed, naufal
soil unless otherwise indicated or accepted by the Soils Engineer.
2. Slab Subgrade: Underslab surfaces shatl be fine grades to smooth, level surface prior to
installation of slab forms.
3. Earth Cuts: Earth cuts may not be used as forms.
B. Inspection:
All foundation bearing surfaces shall be inspected and accepted by the Soils Engineer prior to start
of formwork.
| 3.03 FoRMwoRK
A, General:
L Design, construct, brace, and maintain formwork in accordance with ACI 301 and ACI
347 as modified herein.
2. Fabricate forms for easy removal. hovide crush plates or wrecking plates where tripping
may damage concrete surfbces. Kerf wood inserts for forming keyways, reglets,
I recesses, and tbe like, to facilitate removal.
r HLMqnM7I4I qATLvALLEvMEDIOTLIENTER
DEMOLITION AND STRUCTARAL FMME
Constaaion Docnnwt
9 JuLy 2001
03300-12
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SECTION 03300 CONCRETE
3- Provide temporary openings where interior area of formwork is inaccessible for clean
out, for inspection before concrete plac€ment, or for placement of concrete. Securely
brace temporary openings and seal to forms to prevent loss of concrete mortar.
B. Preparation ofForm Surfaces:
I . Clean reused forms of concrete matrix residue, repair and patch as required to return
forms to acceptable surface condition.
2. Coat contact surfaces of forms with specified form-coating cornpound before
reinforcement is placed in conformance with manufacturefs instructions.
4. Thin form-coating compounds only in conformance with manufacturer's instuctions. Do
not allow excess form-coating material to accumulate in forms or to come into contact
with concrete surfaces against which fresh concrete will be placed.
D. Chamfer Sfiips:
Install 45-degree chamfer strips at comers. Install chamfer sfips at internal comers and
edges of formed joints as detailed.
E. Inspection of Formwork:
All formwork surfaces that will provide the finish surface of exposed concrete must be
approved by the Architect before depositing concrete.
F. Void Spaces:
Contractor shall be solely responsible for providing void spaces of full size and extent
shown on the drawings.
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I 3.03 PLAcTNG RETNFoRcEMENTI
A. General:
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l. Comply with Concrete Reinforcing Steel Institute's *Recommended Practice for Placing
Reinforcing Bars," and as herein specified.
2. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials which
reduce or destroy bond with concr€te.
3. Accurately position, support, and secure reinforcement against displacement by
construction or concrete placement operafions with mctal chairs, runners, bolsters,
spacers, hangers, or other means acceptable to the Structural Engineer. On vertical
formwork, use approved bar chairs or spacers as required to maintain proper concrete
VAIL VALLEY MEDICAL CENTER
DEMOUTION AND STNUCTAML FNAME
Constuaion Docunstb
9 JuLy200t
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SECTION 03300
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CONCRETE
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4. Install reinforcement to tolerances given in ACI 301 5.4.
5. Install welded wire fabric inthe longest lengths practical. Lap adjoining pieces at least
one full mesh and wire together. Offset end laps in adjacent widths to prevent
continuous laps.
B. Welding of Reinforcement:
Welding reinforcing bars not permitted except where specifically indicated. Protect exposed bars
intended for bonding with future construction from corrosion by providing adequate covering.
C. Field Bending of Reinforcement:
Reinforcement partially embedded in concrete shall not be field bent except as shown on the
drawings or specifically permitted by the Structural Engineer.
D. Slab on Grade Reinforcing:
Place a minimum of 6x5-wl.4xwl.4 Welded Wire Mesh in flat sheets in all slabs on grade.
E. Protection of Reinforcernent:
Protect exposed bars intended for bonding with futurre constmction from corrosion by providing
adequate covering.
F. Inspection of Reinforcement:
Completed installation of concrete reinforcement must be reviewed by the Structural Engineer or
the designated Inspector b€fore depositing concrete.
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A. General:
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I . Coordinate work with requirements of other trades and notifo Architect and Structural
Engineer of all conflicts and nonconforming conditions.
2. Coordinate the requirements for installation of embedded items specified and fumished
in other sections ofthe specifications. Obtain templates and instructions for setting
embedded items.
4. Do not install sleeves in conff€te slabs, beams, walls, or columns exccpt where shown on
the structural drawings or approved by the Architect and Sructural Engineer.
VAIL UALLEY MEDICAL CEI{TEN
DEMOUNON AND STRACTURAL FMME
Corctructlon Docrrttttrrt's
9 JULY 2001
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SECTION03300 CONCRETE
II B. Embedded Piper and Conduits:
I Conform to requirements of ACI 318 6.3, except as modified herein: 6.3.1 shall be changed to
I read: Conduits, pipes and sleeves of any kind shall not be embedded in concrete. Sections 6.3.3,
6.3.5.2,6.3.6.2,6.3.7,6.3.8,6.3.10, and 6.3.12 shall be included in their entirety. All other. sections are void.
r C. Footing Dowels, Slab Dowels, Plate Embedments, Anchor Bolts, Inserts, Form Blockours:
I Securety fastened to formwork or held in place with templates. Insertion into concrete after
I casting is not allowed.
I 3.05 JOINTS
r A. Construction Joints in Formed Elements:
l. Locate and install construction joints as indicated on the drawings or, ifnot shown on
drawings, locate so as not to impair strength or appearance of th€ stuctue. Submit
conshuction joint locations not shown on drawings to Architect and Structural Engineer
for acceptance.
2. Keyways: Provide keyways as detailed on the drawings. Where not daailed, provide l-
1/2" minimum depth continuous keyways in all construction joints in walls and slabs and
between walls and footings.
3. Place consfruction joints in the middlc spans of grade beams unless indicated otherwise.
Continue reinforcement across constnrction joints. Submit construction joint locations
not shown on the drawings for Architect's and Structural Engineer's acceptance.
B. Joints in Slabs on Ground:
l. Constnrction Joints: Form joinb as shown on the drawings. Locate to form panels of
sizes indicated on the structural drawings. Submit for approval prior to commencing
I work on slabs.
2. Control (Contraction) Joints: Construct joint by soft cut saw cutting or with specified slab
I contot joint form. Made saw cuts as soon as possible after placing concrete without
I dislodging aegregate and to a depth of l/4 ofthe slab thickness. Saw cutting is not
permitted on slabs on metal deck.
I 3 **:lill,ili:,$;?#fi::ll:*:T;:H,ilfiH'*"Ttrff:,"Iff;::?J;:1*""
joint details.
l| 4. Interior Slabs: Locate construction joints on column center lines. Provide contol joints
at column center lines and at intcrvals not more than 12 fect each wav.
r HLM gEMzr-.M UAIL vALLEy MEDIoAL OENTER n3suLts
DEMOUTION AND STRUCTAML FMME
Congruaion DocununnI 9JULY2OO1
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SECTIONOS3OO CONCRETE
I 3.06 CONCRETE PLACEMENT
I A. Preplacement lnspection:
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Formwork installation, reinforcing steel placement, and installation of all items to be embedded or_ cast-in to be verified by the Conracbr prior to placement.
I B. General:Comply with ACI 301, ACI 304, and as herein specified.
I. Do not place concrete in free-standing water, over ice, or on frozen subgrade.
I C. Conveying:
I Conv€y concrete from the mixer to point of deposit without segregation.
D. placing:
I l - Wet exposed subgrade, masonry filler units, precast concrete, previously placed concrete,
and uncoated wood forms immediately prior to placing concrete (except during fieezing
temperatures.)
I 2- Deposit concrete continuously or in layers ofsuch thickness that no concrete will be
I placed on concrete which has hardened sufficiently to cause the formation of seams orI iiffi';l:;1$'#:::TH:,iTff:,::JITffi":',T.H|:;it";jit?J:A'*,:","
avoid segregation.
t 3. Placing concrete in Forms: Deposit concrete in forms in horizontal layers not deeper than
24" and in a manner to avoid inclined joints. Where placement consists of several
layers, place each layer while preceding layer is still plastic to avoid cold joints.
I Guide the flow of concrete in walls and columns for vertical drop between the
reinforcing. Free fall, except in walls and columns, shall not exceed five feet. Free fall
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*tt-ns shall not exceed l0 feet without prior acceptance by Strucnral
I 4. Placing Concrete Slabs: Deposit and consolidate concretc slabs in a continuous
I op€ration, within limits of construction joints, until the placing ofa panel or section is
completed. Continuous intermediate screed sfips at intervals not greater than 15 feet set
I prior to concrete placement are required. For slabs cast over metal deck, place screeds
I along beam lines. Set screeds and adjust as necessary to achieve proper slab elevafion
and thickness, allowing for beam camber and deflection.
I 5. Topping: Protect base surface from oil, paint, dirt, or other contaminants. MechanicallyI remove prior to topping placement. Thoroughly dampen base surface and leave free of
standing wat€r prior to placement. Place consete as specified for slabs.
' ELMgEw7l.a VAILVALLEYMEDICALoENTER O33M-16
DEMOLITION AND STNACTANAL FMME
Congruaion DocunentI 9JULY2OOI
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SECTIONOS3OO CONCRETE
It E. Consolidating:
l. Maintain one standby vibrator for every three vibrators used.
I 2. Consolidate placed concrete by intemal vibrating equipment with a minimum frequency
of7000 rpm, supplemented by hand-spading, rodding, or tamping. Use equipment and
I procedures for consolidation of concrete in accordance with ACI 309.
3. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators
I vertically at uniformly spacei locations not farther than visible effectiveness of machine.
I Place vibrators to rapidly penetrate placed layer and at least 6" into preceding layer. Do
not insert vibrators into lower layers of concrete that have begun to sa. At each
I insertion, limit duration of vibration to time necessary to consolidate concrete and
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of reinforcement and other embedded items without causing
4. Consolidate concrete during placing operations so that concrete is thoroughly workedI around reinforcement and other embedded items and into corners.
I 3.07 FINTSH oF FoRMED SURFACES
I A. Defmitions: Refer to ACI 301 Chapter 10, for formed surface finish definitions.
I B. Provide finish ofexposed concrete surfaccs to the satisfaction ofthe Architect.I
I 3.08 MoNoLITT{rc sLAB FINISHES
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. Float Finish: Apply float finish to monolithic slab surfaces to receive further preparation as noted
in paragraph C below.
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After screeding, consolidating, and leveling concrete slabs, do not work surface until ready for
floating. Begin floating when surface water has disappeared or when concretc has stiffened
I sufficiently to permit operation of powerdriven floats, or both. Consolidate
surface with power-driven floats, or by hand-floating if area is small or inaccessible to power
I units. Check and level surface plane to tolerances of overall: Ff25/T120 lncal Ffl?/Fll5. Cut
I down high spots and fill low spots. Uniformly slope surfaces to drains. Immediately after
leveling, refloat surface to a uniform, smooth, granular texture.
I B. Trowel Finish: Apply trowel finish to monolithic slab surfaces to be exposed-to-view, and slabr surfaces to be covered with resilient flooring carpet, coamic o, quarry iil", puint, or surfaces not
requiring additional preparation.
I After floating, begin first trowel fmish operation using a power-driven trowel. Begin fmal
troweling when surface produces a ringing sound as trowel is moved over surface. Consolidate
concrete surface by final hand-troweling operation, free of trowel marks, uniform in texture and
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HU}T 9EM71-U VAIL VALLEY MEDICALCENTEN B3OIL17
DEMOLINON AND STNACTUML FNAME
Construaion llocume$I 9JULY2OOI
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appearance, and witt surface leveled to tolerances of overall: FfJ6/FD0 Local: Ff24lFll5.
Grind smooth surface defects which would telegraph through applied floor covering system.
C. Surface Preparation:
1. All slab surfaces that receive anti-static flooring, seamless moisture proof coatings, or
any material to be attached by adhesives likely to be damaged by moisture vapor, shall be
shot cleaned by a "Blast-Track" or equal, prior to installation. Shot cleaning shall be
delayed until such time that all slab curing is complete and the slab has completely dried.2. All slab surfaces that are exposed shall be sealed and hardened and alljoints shall be
sealed.
3.09 CONCRETE CURING, PROTECTION AND SURFACE TREATMENTS
D.
HLM9&N714M
l. Protect freshly placed conq€t€ from pranature drying and excessive cold or hot
temperatures. Maintain concrete with minimal moisture loss at a relatively constant
temperature for the period necessary for hydration of the cement and hardening of
concrete.
2. Curing sball commence as soon as free water has disappeared from the concrete surface
after placing and finishing. The curing period shall be a minimum of fourteen day for all
concrete.
3. curing shall be accordance with Acl 301 or 201 procedures. Avoid rapid drying at the
end ofthe curing period. During hot and cold weather, cure concr€te in accordance with
ACI 305 and ACI 306.
curing Methods: Perform curing of concrcte by curing and sealing compound, in combination
with moisture-retaining cover curing, as herein specified.
l. Provide moisture-cover curing as follows: Cover concrete surfaces with the maximum
dose oflhe specified curing compound, then cover with a moisture retaining cover for
curing concrctc, placed in widest practicable width with sides and ends lapped at least 3"
and sealed by waterproof tape or adhesive. Immediately repair any holes or tears during
curing period using cover material and waterproof tape.
Curing Formed Surfaces:
Where wooden forms are used, cure formed concrete surfaces, including undersides of
beams, supported slabs, and other similar surfaces by moist curing with forms in place
for full curing period or until forms are removed. If forms are removed, continue curing
by application ofthe maximum dosage ofthe specified curing compound.
Curing Unformed Surfaces:
YAIL VALLEY MEDICAL CENTER
DEMOLITION AND STRUCTAML FNAME
Cowtrttgion Docuncna
9 JuLy 200t
0330L18
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SECTIONOS3OO CONCRETE
Cure unformed surfaces, such as slabs, floor topping, and other flat surfaces as follows:
L Slabs exposed to view and slabs covered with finishes described in 3.08 B. shall
be cured by application of the specified curing compound applied at the
manufactuer's maximum dosage, then covered by a moisture retaining cover for
the full curing period. For the first three days apply insulating blankets over the
retaining cover.
E. Surface Treatments:
At all exposed concrete surfaces, and in areas shown on the drawings in accordance with
manufactureds instructions and as specified below.
l. Specified hardener at a rale of I to I .5 pounds per square foot.
2. Seal all constmction and confoljoints with the specified joint sealer.
3. Rout, epoxy inject and grind all cracked concrete surfaces.
3.IO FORM REMOVAL AND RESHORING:
A. Removal of Forms:
A. Comply with ACI347 for shoring and reshoring in multistory construction, and as herein
I specified.
l. Submit shoring, reshoring, and back shoring calculations for review by the
Architect and the Stuctural Engineer.t
B. Formwork not supporting weight of concrete, such as sides off beams, walls, columns,
I and similar parts of the work, may be removed after cumulatively curing at not less thanI :3#;ffi:,1ff*"4;T"?*fi,ffi,1lill3ili-"illiili;:#'$1ff#:H:-,
prot€ction operations are maintained.
I C. Formwork supporting weight of concrete, such as beam soffrts, joistq slabs, and other
structural elements, may not be removed in less than 14 days and until concrete has
I attained design minimum compressive stength at 28 days. Determine potential
I compressive strength of in-placc concrete by tesring field-cured specimens representative
of concrete location or members.
I 3.I T REPAIR OF SI.JRFACE DEFECTS:I
A. Formed Surfaces:
I l. AXow Architect and Structural Engineer to observe
I concrete surfaces immediately upon rernoval of forms.
2. Modifu or replace concrete not conforming to required lines, details, and elevations.
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3. Repair or replace concrete not properly placed resulting in excessive honeycombing and
other defects. Patch, repair, or replace exposed architectural finished concrete as directed
I by the Architect.
4. Patching oftie holes is not required unless surface grade.
I 5. Repair defects in structural concrete elements as follows:
I a. Deep DefecB Exposing Reinforcing: Chip to sound concrete and cleant thoroughly to remove all loose concrete and dust. Apply thin coat of epoxy
adhesive. Form and pour, or dry pack with specified non-metallic, non-slrink
I grou! prior to development oftack-free condition of epoxy adhesive. Srip
I forms after grout has hardened and provide specified finish. Moist cure or apply
specified clear curing and sealing compound immediately after fmishing.
I b. Defects Grealer than l/2 inch depth not exposing reinforcing: Chip, clean, andt apply specified epoxy adhesive.
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Dry pac-k using specified non-metallic, non-
shrink grout prior to development oftack-free condition of epoxy adhesive.
Provide specified finish and cure as specified above.
I c. Defects less than ll2 inch depth and tie holes:
r ' l:::ffiJff.Tl#;'lJji*:1:iTlfil.'::i:#,:fl"H:'J
specified above.
I d. Other equivalent repair procedures may be used subject to review and
acceptance by the Architect and Structural Engineer.
I B. Unformed Surfaces:
l. Test unformed surfaces, such as monolithic slabs, for smootbness and veriff surface
plane to tolerances specified for each surface and finish. Correct low and high areas as
herein specified. Test unformed surfaces sloped to drain for tnre-ness of slope, in
addition to smoothness using a template having required slope.
2. Correct high area in unformed surfaces by grinding or other methods acceptable to the
Architect after concrete has cured at least 14 days.
4. Correct low area in unformed surfaces during or immediately after completion of surface
furishing operations by cuning out low areas and replacing with fiesh concrete. fmish
repaired areas to blend into adjacent concrete. Where acceptable to the Architect and
Stnctural Engineer, the specified under-layment compound applied in accordance with
the manufacturer's instructions, may be used.
5. Repair defective areas, by grooving the top of cracks and cut-out holes to sound concrete
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DEMOLITION AND STRACTUNAL FRAME
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SECTIONO3SOO CONCRETE
and clean of dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply
bonding compound. Mix dry-pack, consisting of one part portland cement to 2-12 parts
fine aggregate passing a No. l6 mesh sieve, using only enough water as required for
handling and placing. Place dry pack after bonding compound has dried. Compact dry-
pack mixture in place and finish to match adjacent conct€te. Keep patched area
continuously moist for not less than 72 hours.
6. Repair all random cracks, by use of an injected epoxy method. Provide a repair method
that is suriable for the width and depth of crack to be repaired. Submit detailed method
for each type of repair to the engineer for approval.
TOLERANCES:
A. Formed Surfaces and Building Lines: Conform to ACI 301 4.3 as modified and amended herein.
l. Sleeves and Blockouts in Grade Beams:a. Size: +1l2", -0".
b. Location:
(l) Minimum dimension 6" or larger: +l-1D,,.
(2) Minimum dimension less than 6": Locate in nearest open spa.ce
between reinforcing, not less than l" clear from nearest reinforcing bar.
B. Slab Finishing Tolerances:
l. Slope to Drain: l/4 inch per foot.
2. Tmwel Finish: Overall: FB6lFl20
Local: Fl24lFll5.
3. Floated Finish: Overall: FP5/FI20
Local: Ffl7/Fll5.
c. Embedded Items: unless otherwise noted on drawings, tolerances shalt be as follows:
l. Anchor Bolts:
a. Adjacent anchor bolts in a group receiving a single fabricated setting piece: +/-
l/8".
b. Location and alignment of anchor bolt groups from designated location and
alignment: +l- l/4".
2. Ernbedded Plates and Weldments:
VAIL VALIEY MEDICAL CENTER
I' E MOLITI ON AND STN A CTA ML FMME
Consfiudion Docrrnunt
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Locations: +/- l " vertical. +/- 2" horizontal.
Plumb and alignment: l/4" in 12.
3.I3 EVALUATION AND ACCEPTANCE CRITERIA:
Evaluation and acceptance ofwork under this Section shall be in accordance with the provisions
ofACI 301 Chapters 17 and 18.
A. Anchors: Install anchors furnished under other sections in accordance with shop approved
drawings and/or setting instructions.
B. Equipment Bases: Install concrete bases for all pumps, boilers, tanks, fans, fiansformers, floor
mounted lectrical equipment, etc., including anchor bolts and inserts in accordance with setting
instructionsfumished by the Contractor responsible for installing the equipment. Finish all bases
in a workmanlike manner with a troweled finish. The bases shall be located and sizes determined
by the Contractor fumishing the equipment.
3.14 QUALTTY CONTROL TESTING DURTNG CONSTRUCTTON
A. The Owner will employ a testing laboratory to perform tests and to submit test reports.
B. Sampling and testing for quality control during placement of concrete may include the following,
as directed by Architect.
C. Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with ASTM C 94.
l. Slump: ASTM C 143; one test at point of discharge for each day's pour of each type of
concrcte; additional tests when concnete consistency seems to have changed.
2. Air Content: ASTM C 173, volumetric method for lightweight or norrial weighr
concrete; ASTM C 231 pre$ure method for normal weight concrete; one for each day's
pour of each type of air-entrained concrcte. Adjust testing to exclude entrapped air.
3. Concrete Temperature: Test hourly when air ternperature is 40 degrees F (4 degrees C)
and below, and when 80 degrees F (27 degrees C) and above; and each time a set of
compression test specimens made.
4. Compression Test Specimen: ASTM C 3l; one set of 4 standard cylinders for each
compressive strength test, unless otherwise directed. Mold and store cylinders for
laboratory cured test specimens except when field-cure test specimens are required.
5. Compressive Strength Tese: ASTM C 39; one set for each day's pour as follows: I sa
for each 5 to 25 cubic yards; I set for each 50 cubic yards up to 100 cubic yards; l set for
every 200 cubic yards rhereafter; one specimen tested at 7 days; rwo specimens tested at
28 days, and one sp€cimen retained in rcserve for later testing required. When fiequency
UAIL UALLEY MEDICAL CENTER
D EM OU TI ON AND STRACruRAL FMM E
Constaction DocurrwnE
9 JULY 2001
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oftesting will provide less than 5 strength tests for a given class of concrete, conduct
testing from at least 5 randomly selected batches or from each batch if fewer than 5 are
used.
When total quantity ofa given class of concrete is less tJran 50 cubic yards, strengtlr
waived by Architect if in his judgment, adequate evidence of satisfactory strength is
provided. When strength of field-cured cylinders is less than 85 percent of companion
laboratory-cured cylinders, evaluate current operations and provide corrective procedures
for protecting and curing the in-place concrete.
Srrength level of concrete will be considered satisfactory if average ofsets ofthree
consecutive strength test resuls equal or exceed specified compressive strength, and no
individual strength test result falls below specified compressive strength by more than
500 psi.
D. Test results will be reported in writing to Architect, Structural Engineer and Contractor within 24
hours after tests. Reports ofcompressive strength tests shall contain the project identification
name and number, date of concrete placement, name of concrete lesting service, concrete tlpe and
class, location of concrete batch in structure, design compressive strength at 28 days, concrete mix
proportions and materials; compressive breaking strength and type ofbreak for both 7-day tests
and 28-day tests.
E. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be
permined but shall not be used as the sole basis for accepance or rejection.
F. Additional Tests: The testing service will make additional tests of in-place concr€t€ whcn test
results indicate specified concrete strengths and here characteristics have not been attained in the
structune, as directed by Architect. Testing service may conduct tests to det€r:tnine adequacy of
concrete by cored cylinders complying with ASTM C 42, or by other methods as directcd.
Contractor shall pay for such tests when unacceptable concrete is verified.
END OF SECTION
VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STNACTUML FMME
Con\fiuction DocumcnE
9 JULY 2OOL
IIIJI9&N7I.A 0330tL23
I SECTION 04200 aNrr MASONRr ASSEMBLIES
I SECTIONO42OO.UNTTMASONRYASSEMBLIES
I PARTI-GENERAL
-I 1.1 RELATEDDOCUMENTS
I A' fralilss and general provisions of the Contract, including General and Supplementary
t Conditions and Division I Specification Sections, apply ro this Section.
I r.2 sr.lMMARyI
A. This Section includes unit masonry assemblies consisting of the following:
I 1. Concrete masonry units,2. Mortar and gout.
I 3. Reinforcing steel.
t 4. Masonry joint reinforcement.5. Miscellaneousmasonryaccessories.
I B. Related Sections include the following:r 1. Division 7 Section "Firestopptg" for firesropping at tops of masonry walls and at
openings in rnasonry walls.
t C. Products installed, but not furnished, under this Section include the following:
I l' I.::?ffij3t*1ffi::.,,""n masonry openings, tumished under Division 8 Section
II
1.3 SI.JBMITTALS
I A. General: Submit each item in this Article according to the Conditions of the Contract andDivision I Specification Sections.-
I B. Product Data: For each different masonry unit, accessory, and other manufactured product
specified.
r 1.4 DEFIMT]ONS
I A. Reinfonced Masonry: Masonry containing reinforcing steel in grouted cells.
r B. Qualification Data: For firms and persons specified in "Quality Assurance" Article.
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SECTION O42OO ANIT MASONRY ASSEMBLIES
Cold-Weather Procedures: Detailed description of methods, materials, and equipment to be
used to comply with cold-weather requirements.
QUALITY ASSURANCE
Source Limitations for Masonry Units: Obtain exposed masonry units of a uniform texture and
color, or a uniform blend within the ranges accepted for these characteristics, through one
source from a single manufacturer for each product required.
Source Limitations for Mortar Materials: Obtain rnortar ingredients of a uniform quality,
including color for exposed masonry, from one manufacturer for each cementitious component
and from one source or producer for each aggregate.
Fire-Resistance Ratings: Where indicated, provide materials and construction identical to thoseof assemblies with fire-resisrance ratings determined per ASTM E l 19 by a testing and
inspecting agency, by equivalent concr€te masonry thickness, or by another means, as
acceptable to authorities having jurisdiction.
DELTVERY, STORAGE. AND HANDLING
Store masonry units on elevated platforms in a dry location. If units are not stored in an
enclosed location, cover tops and sides of stacks with waterproof sheeting securely tied. ff
units become wet, do not install until they are dry.
Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not
use cenrentitious materials that have becorne damp.
Store aggregates where grading and other required cbaracteristics can be maintained and
contamination avoided.
Store masonry accessories, including rnetal items, to prevent corrosion and accumulation of dirt
and oil.
I.7 PROJECTCONDTTIONS
A' Protection of Masonry: During construction, cover tops of walls, projections, and sills with
waterproof sheeting at end of each day's work. Cover partially completed masonry when
construction is not in progress.
l. Extend cover a minimum of 24 inches down both sides and hold cover serurely in place.' 2. Wherc one wythe of multiwythe masonry walls is completed in advance of other wythes,
se4ure cover a minimum of 24 inches down face next to unconstructed wvthe and hold
cover in place.
B. Do not apply uniform floor or roof loads for at least 12 hours and concentrated loads for at least
3 days after building masonry walls or colunms.
VAI L VALIEY M EDICAL C E NTER
DE M O UTI O N AN D STRA CTA RAL F RAME
Constructian DocumenB
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I SECTION 04200 aNTTMASaNRrASSEMBLTES
I C. Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left't exposed or painted. Immediately remove grout, mortar, and soil that come in contact with such. masonry.
I l. Protect base of walls from rain-splashed mud and from mortar splatter by coverings
spread on ground and over wall surface.
I 2. Protect sills, ledges, and projections from mortardroppings,I 3. Protect surfaces of window and door frames, as well as similar products with painted and
integral finishes, from mortar droppings.
fl 4. Turn scaffold boards near the wall on edge at the end of each day to prevent rain from
f splashing rnortar and dirt onto completed masonry.
I D' Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice
I or frost. Do not build on frozen subshates, Remove and replace unit masonry damaged by frost
or by freezing conditions. Comply with cold-weather construction requirements contained in
r Section 2104.3 of the Uniform Building Code.rr l. Cold-Weather Cleaning: Use liquid cleaning methods only when air temperature is 40
deg F and above and will remain so until masonry has dried, but not less than 7 days after
t completing cleaning.
I 1.8 UNTTSTRENGTHS
I A. All completed masonry assemblies shall have a minimum 28 day compressive prism strength of
- l500psi.
'- B. hoportion all mortar and grouts to provide the minirmrm 28 day compressive prism strength
indicated'It
PART2-PRODUCTS
I 2.1 CONCRETEMASONRYI]NTTS
I A. General: Provide shapes indicated and as follows:
I l. Provide special shapes for lintels, comers, jambs, sash, control joints, headers, bonding,
I and other special conditions.r 2. Provide bullnose units for outside comers. unless otherwise indicated.3. Provide square-edged units for outside comers, unless indicated as bullnose,
I B. Concrete Masonry Units: UBC Standard 2i4 and as follows:
I L Unit Compressive Srength: Provide units with minimum averag€ net-area comprcssive
I strength of 1900 psi.
2. Weight Classification: Nomal weight, unless otherwise indicated.
11 3. Provide Type I, moisture-controlled units.
I HLM98N71.O4 UNLUALLEY MEDICALCENTER O42OE3
DEMOUTION AND STRACTARAL FMME
I Constttction Documents
9 JuIy 2ffi1
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I SECTION 04200 uNrr MASONRr ASSEMBUES
I 4. Size (Width): Manufactured to the following dimensions:r a. 8 inches nominal;7-5l8 inches actual.
I 5- Exposed Faces: Manufacturer's standard color and texture, unless otherwise indicated.I
I 2.2 MORTAR AND GROUTMATERTALS
I A. Portland Cement: ASTM C 150, Type I or II, except Type trI may tr used for cold-weather
I construction. Provide natural color or white cement as required to produce mortar color as
I selected by architect from manufacturers standard selections.
I B. Portland Cement-Lime Mix: Packaged blend of portland cement complying with ASTM C 150,
t Type I or Type trI, and hydrated lime complying with ASTM C 207.
C. Mortar Cement: LJBC Standaxd 2l-14.
I D. Masonry Cement: UBC Standard 2l-ll.
I l. For pigmented mortar, use a colored cenrent formulation as required to produce the color
I indicated or, if not indicated, as selected from manufacturer's standard formulations,
f| a. Pigments shall not exceed l0 percent of portland cement by weight for mineral
I oxides nor Zpercent for carbon black.b. Pigments shall not exceed 5 percent of mortar cernent or lnasonry cenrent by
weight for mineral oxides nor I percent for carbon black.
r E. Aggregate for Mortar: ASTM C 144; except for joints less than l/4 inch thick, use aggregate
graded with l(X) percent passing the No. 16 sieve.rII I ' White-Mortar Aggregates: Natural white sand or ground white stone.
I F. Aggregare for Grout: ASTM C 404.
!G. Mortar Pigments: Natural and synthetic iron oxides and chromium oxides, compounded for user in rnorcar mixes. Use only pigments with a record of satisfactory performance in nrasonry
I morraf.
H. lffater: Potable.
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2.3 REINFORCING STEEL
I A. Uncoated Steel Reinforcing Bars: ASTM A 615/4 615M; ASTM A 616l| 616M, including
Supplement l; oTASTM A617lA 617M, Grade 60.
I 2,4 MASONRYJOINTREINFORCEMENT
I A. General: comply with UBC Standard 2l-10 and as follows:
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PART3 -EXECUTION
E)(AMINATION
Examine conditions, with Installer present, for compliance with requirements for instaltation
tolerances and other conditions aJfecting performance.
L Mill galvanized, carbon-steel wire for interior walls..2. Hot-dip galvanized, carbon-steel wire for interior walls.3. Wire SizeforCrossRods: Wl.7or0.l48-inch.4. Prwide in lengths of not less than l0 feet , with prefabricated corner and tee units where
indicated.
For single-wythe masonry, provide either ladder or tnrss type with single pair of side rods and
cross rods spaced not more than 16 inches o.c
MISCELLANEOUS MASONRY ACCESSORIES
compressible Filler: Premolded fiiler strips complying with ASTM D 1056, Grade 2Al;
compressible up to 35 percent; of width and thickness indicated; formulated from neoprene or
urethane depending on compatibility.
Preformed Control-Joint Gaskets: Material as indicated below, designed to fit standard sash
block and to maintain lateral stability in masonry wall; size and configuration as indicated.
I ' styrene-Butadiene-Rubber compound: ASTM D 2000, Desigrration M2AA-g05.
Bond-Breaker strips: Asphalt-saturated, organic roofing felt complying with ASTM D 226,
Type I (No. 15 asphalt felt).
Wicking Material: Cotton or polyester rope, l/4 to 3/8 inch in diameter, in length required to
produce 2-inch exposure on exterior and 18 inches in cavity between wythes.
MORTAR AND GROUT MD(ES
General: Do not use admixtures, including pigments, air-entraining agents, accelerators,
retarders, water-rePellent agents, antifreeze compounds, or other admixtures, tmless otherwise
indicated.
l. Do not use calcium chloride in mortar or grout.2. Add cold-weather admixture (if used) at the same rate for all morrar, regardless of
weather conditions, to ensure that moriar color is consistent.
Mortarfor Unit Masonry: Comply with Proportion Specification.
VAI L VALLEY MEDI CAL CENTER
DEMOUTION AND STRACTARAL FRAME
Cowtruction Docu.ments
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l. For the record, prepare written report, endorsed by Installer, listing conditions detrimental
to performance.
2. Verify rhat foundations are within tolerances specified.3. Verify that reinforcing dowels are properly placed.4' Proceed with installation only after unsatisfactory conditions have been corrected.
Before installation, examine rough-in and built-in construction to verify actual locations of
piping connections.
INSTALLATION, GEMRAL
Thickness: Build cavity and composite walls and other masonry construction to the full
thickness shown. Build single-wyhe walls to the actual widths of masonry units, using units of
widths indicated.
Build chases and tecesses to accommodate items specified in this Section and in other Sections
ofthe Specifications.
Lrave openings for equipment to be installed before completing masonry. After instailing
equipment, complete masonry to match the construction immediately adju""nt to the opening.
cut masonry units with motordriven saws to provide clean, sharp, unchipped edges. cut units
as reggSed to provide a continuous pattem and to fit adjoining ionstruJtibn. Where possible,
use full-size units without cuning. Allow units cut with water-cooled saws to dry before
placing, unless wetting of units is specified. Install cut units with cut surfaces and, where
possible, cut edges concealed.
Select and arrange units for exposed unit rnasonry to produce a uniform blend of colors and
textures.
CONSTRUCTION TOLERAT.ICES
Comply with tolerances in ACI 530.1/ASCE 6/TMS 6@ and the following:
For conspicuous vertical lines, such as external corners, door jambs, reveals, and expansion and
control joints, do not vary from plumb by more than 1/4 inch in 20 feet nor l/2 inch
-maximum.
For vertical alignnrnt of exposed head joints, do not vary from plumb by more than l/4 inch in
l0 feet, nor l/2 inch maximum.
For conspicuous horizontal lines, such as exposed lintels, sills, pardpets, and reveals, do not
vary from level by more than l/4 inch in 20 feet nor lt2inch rnaximum.
fo1 elRosed head joints, do not vary from thickness indicated by more than plus or minus l/8
inch Do not vary from adjacent bed-joint and head-joint thicknesses by more than l/g incb.
LAYINGMASONRYWALLS3-4
VAI L UALLEY M EDI CAL C E NTE R
DEMOUTION AND STRACTARAL FRAME
C o nstntction Doctorrents
9 July 2Nl
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Lay out walls in advance for accurate spacing of surface bond pattems with uniform joint
thicknesses and for accurate location of openings, movement-type joints, returns, and offsets.
Avoid using less-than-half-size units, particulady at corners, jambs, and, where possible, at
other locations.
Bond Pattem for Exposed Masonry: L,ay exposed masonry in the following bond pattem; do
not use units with less than nominal 4-inch horizontal face dimensions at corners or jambs.
Lay concealed masonry with all units in a wythe in running bond or bonded by lapping nor less
than 2 inches. Bond and interlock each course of each wythe at corners. Do not use units with
less than nominal 4-inch horizontal face dimensions at corners orjarnbs.
Stopping and Resuming Work: In each course, rack back one-half-unit length for one-half
running bond or one-third-unit length for one-third running bond; do not tooth. Clean exposed
surfaces of set rnasonry, wet clay masonry units lightly if required, and remove loose maionry
units and mortar before laying fresh masonry.
Built-in Work: As construction progresses, build in items specified under this and other
sections of the specifications. Fill in solidly with masonry around built-in items.
F' Fill space between hollow-metal frames and rnasonry solidly with mortar, unless otherwise
indicated.
Fill cores in hollow concrete mirsonry units with grout firtl height under bearing plates, beams,
lintels, posts, and similar items, unless otherwise indicated.
Build non-load-bearing interior panitions full height of story to underside of solid floor or roof
structure above, unless otherwise indicated,
l. Install compressible filler in joint between top of partilion and underside of structure
above.
2. At fire-rated partitions, install firestopping injoint between top ofpartition and underside
of structure above to comply with Division 7 Section "Firestopping."
3.5 MORTARBEDDINGANDJOINTING
A. Lay hollow masonry units as follows:
l With full mortar coverage on borizontal and vertical face shells.2. Bed webs in mortar in starting course on footings and in all courses of piers, cotumns,
and pilasters, and where adjacent to cells or cavities to be filled with grout.3. For starting course on footings where cells are not grouted, spread out full mortar bed,
including areas under cells.
B. Tool exposed joints slightly concave when thumbprint hard, using ajointer larger than the joint
thickness, unless otherwise indicated.
l. For glazed masonry units, use a nonmetallic jointer 3/4 inch or more in width.
VAI L UALLEY MEDI CAL CENTER
D EM O UTI O N AND STRA CTARAL F RAM E
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I SECTTON U200 aNrT MASONRYASSEMBLIES
I 3.6 ANCHORTNG MASONRY TO STRUCTURAL MEMBERS
r A. Anchor masonry to structural members where masonry abuts or faces structural members to
I complv with the followine:
L Provide an open space not less than 2 inches in width between masonry and stmctural
member, unless otherwise indicated. Keep open space free of mortar or other rigidI materials.
2. Anchor masonry to structural members with flexible anchors embedded in masonry joints
I and attached to structure.
I 3. Space anchors as indicated, but not more tban?.4 inches o.c. vertically and 48 inches o.c.
horizontally.
- 3l coNTRoLANDExpANsToNJoINTS
I A. General: Install control joints in unit masonry as required. Build-in related items as rnasonryr progesses. Do not form a continuous span through movement joints unless provisions are
made to prevent in-plane restraint of wall or partition movement.
I B. Form control joints in concrete masonry as follows:
I 1. Fit bond-breaker strips into hollow contour in ends of concrrete rasonry units on one side
I of control joint. Fill resultant core with grout and rake joints in exposed faces.2. Install preformed control-joint gaskets designed to fit standard sash block.
1; 3. Install interlocking units designed for controljoints. Install bond-breaker strips at joint.
I Keep head joints free and clear of mortar or rake joint.
4. Install temporary foam-plastic filler in head joints and remove filler when unit masonry is
comPlete
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3.8 LINTELS
I A. Install reinforced concrete lintels over all openings.
I B. Provide minimum bearing of 8 inches at each jamb, unless otherwise indicated.
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I 3.9 RETNFORCED T.JNIT MASONRY TNSTALLATTON
t A. Temporary Formwork and Sbores: Construct formwork and shores to support reinforced
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masonry elements during construction.
I 1. Construct formwork to conform to shape, line, and dimensions shown. Make it
zufficiently tight to prevent leakage of mortar and grout. Brace, tie, and support forms to
I maintain position and shape during constnrction and curing of reinforced m onry.
I 2, Do not rernove forms and shores until reinforced ma$onry members have hardened
sufficiently to carry their own weight and other temporary loads that may be placed on
them during construction,
I HLM98OO71.A VAILUAIJ^EYMEDICALCENTER A42UA
I DEMOUTIONANDSTRACTURALFRAME
I Cortctuction Docu.menls
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SECTION M2OO ANIT MASONRY ASSEMBUES
Placing Reinforcement: Comply with requirements of Section 2104.5 of the Uniform Building
Code.
Grouting: Do not place grout until entire height of masonry to be grouted has attained sufficient
strength to resist gfout pressure.
1. Comply with requirements of Section 21M.6 of the Uniform Building Code for cleanouts
and for grout placement, including minimum grout space and maximum pour height.
3.10 PARGING
A. Parge predampened masonry walls, where indicated, with Type S mortar applied in 2 uniform
coats to a total thickness of 3/4 inch Scarify first parge coat to ensure full bond to subsequent
coat.
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Use a steel-trowel finish to produce a smooth, flat, dense surface with a maximum surface
variation of l/8 inch per foot Form a wash at top of parging and a cove at bottom.
Damp-cure parging for at least 24 hours and protect the parging until cured.
REPAIRING, POINTING, AND CLEANING
Remove and replace rnasonry units that are loose, chipped, broken, stained, or otherwise
damaged or that do not match adjoining units. Install new units to match adjoining units; install
in fresh mortar, pointed to eliminate evidence of replacement,
Pointing: During the tooling of joints, enlarge voids and holes, except weep holes, and
completely frll with morta:r. Point up joins, including corners, openings, and adjacent
construction, to provide a neat, uniform appearance, Prepare joints for sealant application.
ln-Progress Cleaning: Clean unit rnasonry as work progresses by dry brushing to remove
mortar hns and smears before tooling joints,
Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as follows:
l. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes
or chisels.
2. Test cleaning methods on sample wall panel; leave one-half of panel uncleaned for
comparison purposes. Obtain Architest's approval ofsample cleaning before proceeding
with cleaning of masonry.
3. Protect adjacent stone and nonmasonry surfaces from contact with cleaner by covering
them with liquid strippable masking agent, polyetbylene film, or waterproof masking
tape.
4. Clean nmsonry with a proprietary acidic cleaner applied according to manufacorer's
written instructions.
5. Clean concrete mffionry by cleaning method indicated in NCMA TEK 8-2 applicable to
type of stain on exposed surfaces.
VN L VALLEY MEDICAL CENTER
DEM OUTI ON AND STRA CTURAL F RAM E
Co ttstttction Doc wnen8
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SECTION M2OO A NIT MASON RY ASSEM BLI ES
3.12 MASONRY WASTE DISPOSAI
A. Recycling: Unless otherwise indicated, excess masonry materials are Contractor's property. At
completion of unit masonry work, remove from project sirc..
B' Excess Masonry Waste: Remove excess masonry and other masonry waste by legally disposal
of offOwner's property.
END OF SECTION O42OO
VAI L VALIBY MEDI CAL CENTER
DE M OUTI ON AND STRA CTA RAL FRAME
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SECTION 01230 REI N FORCED CONCRETE MASONRY T]NITS
SECTION 04230 - REINFORCED CONCRETE MASONRY UNITS
PART I .CENERAL
1.OI SUMMARY
. A. Section Includes:L Concrete masonry units.2. Morkr and grout.
3. Reinforcement,anchorage,andaccessories.
B. Related Sections:
l. Reinforcing bars for reinforced unit masonry: Division 3.
I.O2 SYSTEMDESCRIPTION
A. Perfonnance Requirements: Minimum ultimate compressive stength of engineered mason4r,
determined in accordance with ACI 530.I/ASCE 6, is based on a prisn strengtlr of 1500 psi.
1.03 SUBMITTALS
A. hoduct Data: Submit published data from manufacturerr of products and accessories specified,
indicating compliance with requirements.
B. Test Reports: Submit results of masonry testing specified, including the following information:l. Age at test.2. Storage conditions.
3. Dimensions er/t).4. Compressive strength of individual prisms.5. Coefficient of variation (v).6. Uhimate compressive strength of masonry, which has been corrected for the coeffici€Ntt of
variation and the M ofthe prisms tested.
1.04 QUALTTYASST.IRANCE
A. Conform to the mosr rigid requirements ofthe following, except where exceeded by provisions ofthe
confact documents:l. ACI 530.1/ASCE 6 - ..Specifications for Masonry Strucrures,'.2. Colorado Masonry lnstitute Standard 301 'Building Code Requirements for Masonry
Construction".
3. "Uniform Building Code" chapter 21.
I.O5 DELIVERY, STORAGE, AND HANDLING
A. Deliver' handle, and store masonry units by means which will prevent nechanical damage and
deterioration due to moisture, ternperature changes, and contarnination by other mareriali.l. Provide protection which will limit moisture absorption of concrete masonry units to fie
maJdmnm Percentage specifi€d for Type I units at relative humidity which is nomal for the
projcct site.
B. Protect cementitious materials from precipitation and absorption of ground moisnre.
VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STRACTUBAL FMME
Constaaion Docutttttx
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SECTION 01230 REINFORCED CONCNETE MASONRY ANITS
C. Store masonry accessories to prevent conosion, dirt accumulation, and other deterioration.
PROJECT CONDITIONS
A. Construction Protection: Cover tops of incomplete masonry elements with waterproof sheet material
at end of each work-day and when masonry work is not under way.l. Secure weather protection in place with weights or by use of temporary fastenen.2. Immediately remove mortar, soil, and other such materials from exposed masonry faces to
prevent staining.3. Prevent splashing and soiling of masonry near ground level by spreading sheet material to
cover soil or masonry faces.4. Protect horizontal masonry elements from mortar droppings.
Loading hotection: Do not apply uniform floor or roof loads for at least 12 hours, or concentat€d
Ioads for at least 3 days, after completion of masonry elements.
HohWeather Protection: Cover or shade masonry units and mortar materials and use cool water for
mortar whenever ambient air temp€rature is 90 degrees F or greater. At air temperatures of 85
degrees F or above, ifrelative humidity is l€ss than 30 percent or wind is in excess of l5 miles per
hour, provide protection by immediately covering newly constructed walls, by providing windbreala,
or by using fog spray to reduce rate of evaporation.
PART2 - PRODUCTS
2.01 CONCRETE MASONRY UNITS
Concrete Block: Comply with reference standard for types required, and as follows:l. Size; Standard lighnrreight units with nominal face dimensions of 16 inches long and 8
inches high (15-5/8 by 7-518 actual), with nominal thickness as indicated on drawings for
various locations.2. Special shapes: Provide special block types where required for comers, control joints,
headers, lintels, and other special conditions, whether or not specifically indicated on the
drawings as special.a. Outside corners: Square-edge units exccpt where otherwise indicated.3. Hollow load-bearing units: ASTM C 90, and as follows:a. Type l: Moisture-controlled units.b. Lightweight.
c. Exposed faces: Manufacturer's standard color and texture, except where special
fmistr is indicated, as follows:l. Matcb architect's sample for color, pattem, and texture.a. Finish: Standard all locations.
l. Standard smooth texture for I by 8 by 16 and 8 by 12 by
l6 inch units for all interior locations.
2.02 MORTARANDGROUTMATERIALS
Portland Cement: ASTM C 150, Type l.
Hydrated Lime: ASTM C 207, Type S.
Aggregate for Mortar: ASTM C 144.
YAIL VALLEY MEDICAL CENTER
DEMOLITION AND STRACTURAL FRAME
Construction DocamenE
I July 2NI
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SECTION 01230 REINFORCED CONCRETE MASONRY ANITS
D Crout: ASTM C 476; provide consistency required at time of placement to fill completely all spaces
indicated to be grouted.
L use fine grout in spaces less than 2 inches in least horizontal dimension.2. Use coarse grout in spaces 2 inches or more in least horizontal dimension.
2.05 MISCELLANEOUSMASONRYACCESSORIES
A. Prism Testing: Test masonry prisms in accordance with ASTM E 2t47, Method B, for wall types as
follows:
l All construction.
a. Procedure: Prepare two sets of prisms; test one set at 7 days and one set at 28 days.b. Concrete masonry prisms: Fabricate with height+o-thickness ratio ofnot less than
1.33 and not more than 5.0; apply correction factor as specified in ACI
530.I/ASCE 6 if ratio is other than 2.0.
B. Flexural Bond Strength: test masonry prisms for flexural bond strength in accordance with ASTM E
5 18, with tooled joins facing downward.
PART 3 - EXECUTION
3.OI INSTALLATIONPROCEDURES
A. Concrete Masonry Units: Do not wet concrete masonry units prior to laying.
B Reinforcement and Anchorage: Before placing metal milsonry accessories, remove loose rust, dirt,
and other coatings.
C. Masonry Thickness: Build masonry to accommodate the work of other trades, including chases and
recesses a; shown or:equired. Provide not less than 8 inches of masonry between jambs of openings,
chases, recesses and expansion joints.
I . Build single-wythe walls to actual thickness of masonry units.
D. Chases and Recesses: Build masonry to accommodate the work of other trades, including chases and
recesses as shown or required. Provide not less than 8 inches of rnasonry between jambs of openings
and chases and r€c€sses.
E. Openings for Access, Equipment and Services: Leave openings in masonry as required for
subsequent installation of doors, windows, equipment and services. Make openings in desigrated
locations and in exact size required, ifknown; otherwise, leave rough openings in approximate size
required and complete masonry work after installation of equipment, matching adjoining masonry.l. All masonry openings shall have reinforced concrete masonry bond beams as shown in
detail 1302. sheet S1.3.
F. Cutting: Where cutting is required, use power saws to provide clean, sharp, unchipped edges.L Do not use wet cutting techniques with concrete unit masonry.
3.02 CONSTRUCTIONTOLERANCES
A. Variation from Plumb: Do not exceed the following constuction tolerances in vertical elements,
including surfaces of walls, columns, and arises:
1. ll4 inchin l0feet.
2. 3/8 inch in one story height, or 20 feet, whichever is less, except Ii4 inch for extenral
comers, expansion joins, and other highly conspicuous vertical elements.
VAIL UALLEY MEDICAL CENTER
DEMOLITION AND STRACTARAL FMME
Construction Docarrgnfi
9 ru$ 2001
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3. l/2 inch in 40 feet or more.4. Plus or minus l/4 inch in l0 feet l/2 inch maximum, for vertical alignment of head joints.
B. Variation from Level: Do not exceed the following construction tolerances for bedjoints and lines of
exposed lintels, sills, parapets, horizontal grooves, and other conspicuous horizontal elernents:1. l/4 inch in one bay or in 20 feA maximum.2. l/2 inch in 20 feet or more.
C' Variation from Plan Lines: Do not exceed t}le following horizontal construction tolerances for related
portions of columns, walls, and partitions.
l. ll2 inch in any bay or 20 feet maximum.2. 3/4 inch in 40 feet or more.
D. Variation in Cross Section: Do not exceed the following construction tolerances for thickness of
walls and other masonry elements:l. Minus l/4 inch.3. Plus 1/2 inch.
E. Variation in Mortar Joint Thickness: Do not exceed the following colstruction tolerances for
thickness of mortar joints:
I . Bed joints: Plus or minus l/8 inch.2. Head joints: Minus l/4 inch, plus 3/8 inch.
3.03 MASONRYCONSTRUCTION.GENERAL
A. The basic wall reinforcing is as follows:l. # 6 @ 16" o,c. vertical in solid grouted cells with 9 gage horizontal joint reinforcing at 16"
o.c. in exterior walls.2. 2#5 in bond beam @32" o.c. spaced vertical in 8" cmu. Place bars v€rtical in one layer.3. 4-#5 in bond beam @32" o,c. spaced vertical in 12" cmu. Place 2 bars in each face 2518"
from the exterior.4. 28 day prism srength shall not be lessthan tS00 psi.5. See sections for additional wall reinforcing.
B. Layout Lay out masonry for accurate pattern bond, for uniform joint widths, and for accurate
location ofspecific features before beginning actual construction. Avoid use of masonry units of less
than % size. Do not us€ units with less than nominal 4 inch horizontal face dimensions at comers and
jambs.
C. Pattcrn Bond: Lay exposed masonry in pattem bonds indicated on drawings.L Lay all masonry in running bond.2. Interlock wythes at comers and offsets in each course with masonry bond beams.
D. Stopping Work: Lay masonry in proper sequence to avoid toothing. Rack walls back in each course
at end of each work day. Before resuming, clean exposed surfaces and remove loose masonry units
and mortar.
E. Built-in Work: As work progresses, build in items indicated for installation in masonry, filling around
built-in items solidly with masonry.l. Filljoints between masonry and metil frames solidly with mortar, unless specific conditions
are otherwise detailed.
2. At locations where built-in items are to be connected to hollow unit masonry, solidly grout
cores to provide adequate anchorage.
UAIL UALLEY MEI'ICAL CENTER
DEMOLNION AND STNACTUML FMME
Con$ruaion Doumenls
9 July 2001
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sEcnoN 01230 REINFORCED CONCRETE MASONRY Al{jTS
3. Unless otler conditions are specifically detailed, solidly grout cores for at least 24 inches
below bearing plates, lintels, and similar features and conditions.
Expansion and Control Joints: Build in movement joints where indicated, installing accessory itcrns
as masoffy is consffucted
I . Install prefabricated elastic joints in accordance with Division 7 specifications.2. Install non-elastic joint fillers as indicated.3. Do not exceed 24 feet between expansion joints.
3.M LAYING MASONRY UNITS
Hollow Masonry Units: Install so that face shells are solidly mortared, horizontally and vertically.
Bed webs solidly in mortar at starting course.l. Bed webs solidly in mortar at cores to be grouted.
Joints: Make mortar joints visually and dimensiona y consistent.
I . Except as othenvise indicated, maintain mortar joint widths of 3/8 inch.
Concealed Joints: Cut flush, unless otherwise detailed.
Exposed Joints: Using concave jointer slightly larger than joint width, tool exposed joints before
mortar has assumed final set.
Resetting: Do not pound, tap, or otherwise attempt to adjus masonry units after initial set has
occurred. Remove units which require adjusting, clean thoroughly, and reset in fresh mortar.
3.05 JOINT REINFORCEMENT, SINGLE.WYTHE WALLS
General: Provide continuous horizontal joint reinforcement for specific single-wythe masonry walls
indicated. Lap reinforcing a minimum of 6 inches.
Vertical Spacing: Not more than 16 inches on center.
Continuity: Use prefabricated L-shaped and T-shaped sections at comeni and intersections. Do not
span movement joints with reinforcement.
3.06 INSTJLATION
lnstall granular insulation for masonry walls as specified in Division 7.
3.07 INSTALLING REINFORCED IJNIT MASONRY
Preparation: Clean reinforcement bars ofloose rust; do not use bars which have nrsted excessively or
which have bends or kinks not shown on drawings.
Placing Reinforcement: Secure rcinforcement accurately at locations indicated and to avoid
displacement; minimum spacing between bars or to masonry surfaces shall be bar diam eter y. lrtrch
for fme grout % inch for coarse grout.
Splicing: Provide lapped splices of minimum size indicated or p€rmitted by governing code at
locations shown; other methods or locations must be approved by the architect.
YAIL UALLEY MEDICAL CENTER
DEMOLITION AND STNACTAML FMME
Constnacfron Docurrnnt
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SECTION U230 RE I N FORCED CON C RETE MAS ONRY ANITS
D. Formwork: Constnrct formwork where required for temporary support of reinforcement is required in
mortar joints, adjust joinr thickness to provide not less than % inch of mortar between reinforcement
and masonry surfaces.
E. Mortar Joints: Where reinforcement other than prefabricated joint reinforcement is required in mortar
joints, adjustjoint thickness to provide not less than % inch of mortar between reinforcement and
masonry surfaces.
F. Reinforced Hollow Unit Masonry: Maintain vertical continuity of core or cell cavities to be grouted.
Keep cavities clear of mortar, including bed area of first course, to provide minimum clear dimension
indicated, to provide minimum clearance and grout coverage for vertical reinforcement bars, and to
provide direct grout contact with supporting surfaces.l. At bond beams or other horizontally reinforced masonry, provide special masonry units or
saw units to accommodate reinforcement.2. Contractor option: Fill all cores with gout in lieu of closing core spaces below bond beams
and providing mortar bedding of masonry cross webs.
3,08 GROUTING
A. Grouting Standard: Grout reinforced masonry in accordance with requirements of ACI 530.I/ASCE
6.
l. Do not pour grout until mortar has cured sulliciently to withstand grout pressure:2. Use grouting techniques that comply with chapter 2l of the 1997 Uniform Building Code.
Provide clean-outs at all grout locations.
3.09 FIELD QUALITY CONTROL
A. Compression Tests: Test masonry prisrns for each wall type indicated, conducting sampling and
testing in accordance with ASTM E 447, Method B, and as follows:
| . Prepare one set of prisms for testing at 7 days and one set at 28 days. Testing at 28 days will
not be required if 7-day tests indicate that 28-day strength will be equal to or greater than
required minimum ultimate compressive strength.2' Concrete unit masonry prisms: Match preconstruction prisms in height-to-thickness ratio.3. Prepare and Gst prisms for each 5,000 square feet of masonry installed.
B. Flexural Bond Strength: Test masonry prisms for flexural bond strength in accordance with ASTM E
518, with tooled joints facing downward, and as follows:l. Conduct test for each 5,000 square fcet of masonry installed.2. Acceptable results shall be not less than the following:a. 50 psi.
C. Report test results in writing, and in the form specified under applicable test method, to both the
architect and the contractor not later than the day after the test is conducted.
3.IO REPAIRINC MASONRY
A. Replacement Carefully remove areas of damaged masonry and replace with matching, undamaged
units using mortar which matches original work.B. Pointing: As joints are being tooled, remove mortar with visible holes or mortar which cannot be
compacted properly because ofhidden voids, and replace with fresh mortar, filling each joint
completely and tooling to match adjacent work.
3.II CLEANING AND PROTECTION
VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STRACTARAL FMT.IE
Constnction lrocarrstE
9 JuIy 2lMI
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I A. Clean masonry after mortar is thoroughly set and cured.l. Scrape off adhered mortar particles by hand, using non-metallic tools.
I 2. Test cleaning methods on half of sample panel, leaving other half in original state.|
" r"Tis;iffiil:iff;T,T'*iffi*#i'""ff:ff#ilf,Hsi#m'dHl;,ry
immediately after cleaning.
I 5. Use bucket and brush hand-cleaning method described in BIA Technical Notes No. 20
I Revised for brick masonry, except use detergent mixture only.6. Comply with directions of concrete unit masonry manufacturer and NCMA Tek Bulletin No.
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45 for cleaning CMU.
I B. Protection: Institute protective measures as required to ensure that unit masonry wor* will be clean
and undamaged at substantial completion.I
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Consfi uctlon l)ocatncn8
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SECTIONO'I2O STNACTANALSTEEL
I SECTION05I20-STRUCTURALSTEEL
I PARTI -6ENERAL
I.O RELATEDDOCUMENTS
I A. Drawings and general provisions of ContracL including Specification Sections, appty to this Section.I
I.OI DESCRIPTIONII A. Work Included: This Section includes fabrication and erection of structural steel work, as shown on
drawings including schedules, notes and derails showing size and location of members, typical connections,
and types of steel required.
f l. Structural steel is that work defined in American Institute of Steel Construction (AISC) "Code of
_ Standard Practice" and as otherwise shown on drawings.
I I.O2 QUALITY ASSURANCE
I A. Reference Standards: Comply with provisions of following, except where more strigent requirements are
I showr or specified:
I I. American Institute of Steel Construction (AISC)"Code of Standard Practice for Steel Buildings
and Bridges.',
-I 'ut, l":;:::"::J"#::J,J:i:::::;#:::,"-
;tr 4. American Welding Society (AWS) Dl.l "Srudural Welding Code - Steel."
I 5. ASTM A 6 "General Requirements for Delivery of Rolled Steel Plates, Shapes, sheet Piling and
Bars for Structural Use."
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I B. Qualifications for Welding Work: Qualiff welding procedures and wetding operators in accordance with
AWS "Qualifi cation' requirements.I
I l. hovide certification that welders to be employed in work have satisfactorily passed AWS
qualification tests.
I 2. lf re-certification of weldcrs is required, rc-fesdng will be Confactofs responsibility.
I.O3 SUBMITTALS
t A, General: Submit the following in accordance with Conditions of Contract and Division I Specification
S*tions.
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SECTIONOSI2O yTRACTARALSTEELB. Product data: Submit manufacturet's specifications and installation instructions for following products.
Include laboratory test reports and other data to sbow compliance with specifications (inchJing specified
standards).
l. Structural steel (each type), including certified copies of mill reports covering chemical and
physical properties.
2. High-strength bolts (each type), including nuts and washers.
3. Structural steel primer paint.
4. Non-shrink gout.
C. Shop- drawings: Including complete details and schedules for fabrication and assembly of struchlal steel
members, procedures, and diagrams.
l. Include details of cuts, connections, camber, holes, and other pertinent data. Indicatc welds by
standard AWS symbols and show size, length, and type of each weld.
2' Show all field connections (bolted and welded) on shop drawings. Details shail be shown in such
a manner that all connections necessary for a complete assembly are on the shop drawings so that
no reference back to the sbucnral drawings is required.
3. Use of the structural drawings as part of the shop drawings is prohibited. All drawings will be
independent of the structural drawings.
4. Provide setting drawings, templates, and directions for installation of anchor bolts and other
anchorages to be installed as work of other sections.
I.O4 DELIVERY, STORAGE, AND HANDLING
A. General: Deliver materials to site at such intervals to ensure unintemrpted progrcss of work.
B. Storage: Store materials to permit easy access for inspection and identification. Keep steel members off
ground by using pallets, platformg or other supports. Pnotect steel members and paciaged materials fiom
erosion and deterioration. lf bolts and nuts become dry or rusty, clean and re-lubricate before use.
I' Do not store materials on structure in a manner that might cause distortion or damage to members
or supporting structur€s. Repair or replace danaged materials or stuctures as directed.
PART2. PRODUCTS
2,OI MATERJALS
A' Metal Surfaces, General: For fabrication of work that will be exposed to view, use only matcrials that are
smooth and free of surface blemishes including pitting, rust and scale seam marks, roller marks, rolled
trade names, and roughness. Remove such blemishes by grinding, or by welding and grinding, prior to
cleaning, treating, and applying surface fmishes.
VAIL UALLEY MEDICAL CENTER
I'EMOLITION AND STNACTUNAL FRAME
Cowtrudion Docunu ta
9 July 2NI
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B. Strnctural Steel: ASTM 4992, Gr. 50.
C. Angles, plates: ASTM A,36.
D. All Threaded Rods (Anchor Bolts): ASTM A 449-105.
E. Structural Tubing, Cold Formed: ASTM A 500; Grade B, ff = 46 ksi.
F. Seamless Steel Pipe: ASTM A 53; Grade B, fr = 36 ksi.
G. High-Strength Threaded Fasteners: Heavy hexagon structural bols, heavy hexagon nuts, and hardened
washers,
as follows:
l. Quenched and tempered medium-carbon steel bolts, nuts, and washers, complying with ASTM A
325.
H. Electrodes for Welding: Comply with AWS Code.
A. Shop Fabrication and Assembly: Fabricate and assemble Struchral assernblies in shop to greatest extent
possible. Fabricate items of structural steel in accordance with AISC Specifications and as indicated on
final shop drawings. Provide camber in stnirctural members where indicated.
l. Properly mark and march-mark materials for field assembly. Fabricate for delivery sequ€,nce that
will expedite erection and minimize field handling of materials.
2. Where finishing is required, complete assembly, including welding of units, before start of
finishing operations. Provide finish surfaces of members exposed in final shuchre free of
markings, burrs, and other defects.
B. Connectiolrs: Weld or bolt shop connections, as indicated.
C. Field connections: Bolted, except where welded connections or other connections are indicated.
l. hovide high-strength threaded fasteners for all bolted connections.
D. High-Strength Bolted Construction: Install high-srength threaded fasteners in accordance with AISC
Specifications for "Sfiuctural Joints using ASTM A 325 or A 490 Bolts".
l. All bolts are A 325-N, unless noted Type "SC".
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I. Structural Steel himer Paint: SSPC - Paint l; Code compliant.
J. Non-shrink, Non-Metallic Grout: Comply with CRD-C-621 and ASTM C-1090. Grout shall develop nor
I . less than 9000 psi compressive strength in 28 days.
r 2.02 FABRICATIoN
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VAIL VALLEY MEI'IA'L CEITTER
DEMOLINON AND STNACTUNAL FMME
ConsrrucTion Document
9 JuIy 2lN1
HI],T98M7141
-,Ir
SECNONOSI2O STNACTURALSTEEL
I 2. homptly notifu Architect whenever design of members and connections for any portion of snucture
I are not clearly indicated.
r PART3-EXECUTION
r 3.or ERECTIoNS
I A. Surveys: Employ a licensed land surveyor for accurate erection of structural steel. Check elevations ofI concrete bearing surfaces, and locations of anchor bolts and similar devices, before erection work proceeds,
and report discrepancies to Architect. Do not proceed with erection until corrections have been made or
until compensating adjusfnents to structural steel work have been agreed upon with Architect.l B. Temporary Shoring and Bracing: Provide temporary shoring and bracing members with connections of
I sufficient strength to bear imposed loads. Remove temporary members and connections when permanent
I members are in place and final connections are made. Provide temporary guy lines to achieve proper
alignment of structures as erection proceeds.
1 C. Field Asse.mbly: Set structural frames accuratell,to lines and elevations indicated. Align and adjust various
I members forming part of complete llame or stnrcfure before permanently fastening. Clean bearing
surfaces and other surfaces ttrat will be in permanent contact before assembly. Perform neressary
I adjustments to compensate for discrepancies in elevations and alignment.
'! D. Tolerances: Level and plumb individual members of structure within specified AISC tolerances.
t E. Erection Bolts: On exposed welded construction, remove erection bolts, fill holes with plug welds, andI grind smooth at exposed surfaces.
I l. Comply with AISC Specifications for bearing, adequacy of temporary connections, alignment,
I and removal ofpaint on surfaces adjacent to field welds.2. Do not enlarge unfair holes in mernbers by burning or by using drift pins, except inah secondary bracing members. Ream holes that must be enlarged to admit bolts.II F- Gas Cutting: Do not use gas cutting torches in field for correcting fabrication errors in primaryI :H'ffil"HLxflJ'l"xli'#::fl:1"*:y,:l::T:i*T:ffiffJ"ffiftT'*"'r
. Grouting: Provide not less than I inch of specified grout under all bearing and base plates.
I H. Touch-Up Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas
of shop paint. Apply paint to exposed areas using same material as used for shop painting.
Ir ). 3i.'J#*:f:;1fifiIi"?il"m;*3",i'5**,'"'"::l'osllo",.*"sorshoppaint
on structural steel is requi€d and shall be included in the General Contractors contract.
r 3.o2 QUALITY CONTROL TESTTNG DURTNG CONSTRUCTTON
r A- The Owner will employ a testing laboratory to perform tests and to submit rcst reports.
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HLM 98W7T1Y UATL YALLEY MEDICAL CENTER 05120-5
DEMOIJTION AND STRACTUML FMME
I Construction Docurrantsa gJuIy2NI
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SECTION O5I2O ^'TRACTARAL |TEEL
B. Provide access to testing and inspection agency so that the following testing and inspection can be safely
accomplished:
l. Field-bolted connections: Comply with testing and verification procedures in AISC "Specification
for Structural Joints Using ASTM A325 or A490 Bolts."
2. Field-welded connections: lnspect and test field-fabricated welds as follows:
a. Visually inspect all field welds.
b. Inspect 20 percent of full penetration welds using one of the following methods:
l. Ultrasonic Testing (ASTM E 164).
2. Liquid Penetrant Inspection (ASTM E 165).
c. Inspect 20 percent ofthe fillet welds, using test method as follows:
l. Liquid Penerant Inspection (ASTM E 165).
END OF SECTION
VAIL VALLEY MEDICALCENTER 05120.6
DEMOLITION AND STRACTARAL FRAME
Congruaioa DocatmlB
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SECTION 0s312
I sEcrIoNos3r2-sTEELDECKTNG
3 PARTI-GENERAL
I I.O RELATEDDOCUMENTS
STEEL DECNING
I A. Drawings and general provisions of the Contract, including General and Supplemental Conditions and Division
| - Specifications sections.
I l.or DEscRrPTroN
-,A. Work lncluded:
I l. Standard roofdeck
2. Standard floor deck
, 3. Girder Fillers (Split panels).r i l:ffi','f;:*T,ilJ:-
6. Miscellaneous accessories.
t 1.02 QUALTTY ASSURANCE
I A. Reference Standards: Comply with requirements of the fotlowing, except wherc exceeded by the contract
t documents or requirements ofgoverning authorities:
l. AISI "Specification for the Design of Cotd-Formed Steel Stuctural Members".
a 2. ANSI/AWS Dl.3 "Structural Welding Code--Sheet Steel',.
I 3. "Steel Deck Institute Design Manual for Composite Decks, Form Decks, Roof Decks, and Cellular
f Metal Floor Deck with Electrical Distribution.,'
I B. Qualifications for welding work: eualifli welding processes and welding operators according to
I procedures specified in ANSVAWS Dl.l.
C- Testing: Welded decking in place is subject to inspection and rcsting by an independent agency paid by the
I ffiE If testing indicates that welds do not comply with requirements, remove defective work andf replace at no additional expense to the Owner.
I D. Fire-Rated Roof Assemblies: Provide deck units complying with requirements of Undcrwriters
I Laboratories' "Fire Resistance Directory", for use in rated assemblies indicated.
1.03 SUMBITTALS
-,t A. General: Submit the following in accordance with Conditions of the Contract and Division I Specification
I Sections.
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YAIL UALLEY MMICAL CENTER
DEMOUTION AND STRUCTARAL FMTilE
Consfiuction Document
9 Jult 2001
HLM9ENTI4Y 0531Lr
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SECTION 05312 STEEL DECKING
A. General: Provide deck complying with SDI specifications for properties indicated.
B. Standard Floor/Roof Deck Unit: Comply with rhe following:
l. Profile rype: Type t.s'-"VL',.
2. Material:
a. Minimum yield strength: 33,000 psi.
b. Minimum metal thickness: .0358 inch.
3. Spanning configuration: Three span minimum.
4. Side Laps: Overlapping.
5. Finish: Galvanized.
C. Ivlecha41gql 9creen @|Qgg! Ud!: Comply with the following:
l. Profile type: Type 3"-"N".
2. Material:
a. Minimum yield strength: 33,000 psi.
b. Minimum metal thickness: .0474 inch.
3. Spanning configuration: Three span minimum.
4. Side Laps: Overlapping.
5. Finish: Calvanized.
D. Detailing: Provide deck that is at least three spans and splices at supports. All deck to terminate at the
diaphragm boundaries with a deck valley. Detail and provide girder fillers (split panels) when deck layout
with standard width sheets does not terminate with a valley. Detail rhe composite decking so that girder
fillers are provided at all girder locations so that the maximum flange width is available for the placement
of welded anchor studs.
f PART3 -ExEcurroN
I 3.01 INSTALLATIoN
t A. General: Install deck units and accessories in compliance with Steel Deck Institute specifications,
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manufacture/s recommendations, and requirements ofthis specification section. Fasten deck urits to
supports prompfly after placement and alignment Do not leave placed sheets unattached at end of working
day.
B. Shop drawings: Comply with final shop drawings.
C. Steel bearing: Allow minimum bearing of 2 inches at steel supports; align and level deck units.
D. Placement: Place deck units flat and square, without excessive warp or deflection.
E. End Laps: Lap ends ofdeck units over supports and make laps not less than 2 inches.
F. Precautjq4q: Coordinate localion of decking bundles to prevent overloading ofsructure.
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HLM9TMTI4Y
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VAIL VALLEY MEDICAL CENTER
DEMOLITION AND STRUCTAML FMME
Construetion Docurnerrb
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SECTION 05312 STEEL DECKING
I I ' Fasten roof deck units to steel supporting members as follows: Comply with details sheet S1.1.
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o""t o"tking units to steel supporting members as follows: Comply with details sheet
H. Openings:
t I ' Cut deck units and accessories to fit snugly around other work penetrating decks.
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2.
fi;:.r",tft
*" cut one deck venical rib, provide reinforcement as shown in details Sheets St.l.,
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3. Install other metal accessories as indicated.
t E. Touch-up Painting: After installation ofdeck units and accessories, wire-brush bumed and abraded areas
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to au surraces, compry wirh manuracrurer,s instructions.
It ENDoFsEcrIoN
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: ELMgEMzI-u uArL yALLEy MEDIoALaENTER 0sil24I ***':mx:;mF**
9 July 2001
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SECTION O51OO COLD FORMED METAL FRAMINGI SECTTON 05400 _ COLD FORMED METAL FRAMING
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PART I - GENERAL
I 1.01 SUMMARY
A. Section Includes:I
I L Stud framing of exterior walls to resist wind load.
ll 2. Accessories such as clips, stiffeners, bridging, bracing, and fasteners.
I B. Related Sections:
a 1. Metal fabrications: Elsewhere in Division 5.
, 2. Wood blocking: Division 6.
I 3. Thermal insulation: Division ?.
4. lnterior non-load-bearing metal fiaming:
t Division 9.
a 5. Ceiling suspension systems: Division 9.
I 6. Sheathing: Division Z.
I t.02 REFERENCES:
Comply with the most stringent requirements of the following:
J
I A. ANSI/AWS Dl.3-89 - Structural Welding Code - Sheet Steel; American Welding Sociefy; 1989.
- B. ASTM A 90-81 (91) - Standard Test Metbod for Weight of Coating on Zinc-Coated (Galvanized) Iron or
Steel Articles; l98l (Reapproved l99l).r
_ C. ASTM A 446/A 446M-91 -- Standard Specification for Steelsheet, Zinc-Coated (Galvanized) by &e Hot-
Dip hocess,Structural (Physical) Quality; t991.a D. ASTM A 570/A 570M-91 -- Standard Specification for Steel,sheer and Strip, Carbon, HoFRolled,
X Structural euality;1991.
r E. ASTM A 6l l-91 -- Standard Specification for Steel, Sheet,Carbon, Cold-Rotled, Structural Quality; 1991.
I F. ASTM C 7g-gl -Standard Specification for Gypsum Sheathing Board; 1991.a
G. ASTM C 954-86 - Standard Specification for Steel Drill Screws for the Application of Gypsum Board or
MetalPlaster Bases to Steel Studs fiom 0.033 In. (0.84 mm) to0.l 12 In. (2.84 mm) in Thickness; 1986.
I HLM98M71.O1 UAILVALLEYMEDIAILCENTER O51OL1
I DEMOLITIONANDSTRUCTURALFRAME
Consfiuctlon Docunnn8I gJuty2ool
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SECTION O54OO COLD FORMED METAL FRAMING
H. ASTM C 1007-83 (90) - Standard Specification for Installation ofload Bearing (Transverse and Axial)
Steel Studs and Related Accessories; t983 (Reapproved 1990).
1. FS TT-P-6458 - Primer, Paint, Zinc-Molybdate Alkyd Type;1990.
],03 SIJBMITTALS
f A. product data.
I l.o4 euAlrry AssuRANcE
I B. ShopiErection Drawings: Show in elevation type, weight,location, and spacing of members. Clearly
identifr attachments and connections using AWS symbols for welds, standard designations for fasteners.
Show bracing, supplemental strapping, clips, and other accessories required.
A. Welding: Quali| welding procedures and each welder in accordance with American Welding Society
(AWS) Dl.3, "Structural Welding Code - Sheer Stee 1.,'
B. Framing Members Installed As Part of Fire-Resistance Rated Assemblies: Provide framinq members
approved by goveming authorities.
t- I.O5 DELIVERY, STORAGE, AND HANDLING
I A. Deliver, store, and handle products in a manner to prevent damage and deterioration, including rust.I
B. Store materials above the ground in a dry area, in manufacturer's original packaging. Keep labels showing
r product type, name, and grade intact.
J
PART2 -PRODUCTS
t 2.01 MANUFACruRERS
A. Provide products complying with requirements of the contract documents and made by one of the
I following:
_ l. Unimast, Inc. (formerly a part of USG).
11 2. Steel Benden, Inc.
1 3. Knorr Co.
I 4. Roll form produc.ts, Inc.
I 5. U.s. Steel corp.r 6. Western Lath Co.
- HLM gEu7l-a vAIL vALLEy MEDICALoENTER 0s100-2
DEMOLMON AND STRACTARAL FMMEt ,"**;ffi
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I SECTION 05100 COLD FONMED METAL FRAMING
7 . Wheeling Comrgating Co.
8. Dietrich lndustries, Inc.
I 2.02 coLD F'RMED METAL FRAMTNG
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A. Fabricate metal framing units from ASTM A 446, A 570, or A 6l I steel sheet.
l. Yield strength: Manufacturer's standard for metal thickness used, but not less than 50,000 psi.
2. Finish: Manufacturer's standard rust-inhibitive primer or galvanized (zinc-coated) G60 finish.
3. C-Shaped Studs: Provide load-bearing rated studs fabricated fiom steel and sized as shown in
derail 1300 sheet S1.3.
B. Track: Provide Manufacturer's standard section with size and gage to match studs. Track shall have a
minimum 1-ll2 trlrch vertical legs.
C. Framing Accessories: Fabricate from minimum 14 gage steel sheet of the type and furish used for framing
mernbers. Provide manufacturer's standard configuration for the following accessory items:
1. Track channel.
2. Cold-rolled channels, l-ll2 inch depth.
3. Vertical slide track.
4. Clip angles.
4. Flat strapping.
6. Web stiffeners.
7. Vertical slide clips
8. Web stiffeners.
9. Weld plates.
10. Bridging clips.
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I z.o3 ACcESSoRy MATERTAL'
I A. Welding Materials: Conform to requirements of AWS Code.
B. Fasteners:
HLM 98OO7I.A YAIL VALLEY MEDIOIL CENTER
DEMOUTION AND STRACTANAL FRAME
Cons ucTton lrocarrrena
9 JulY 2MII
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- SECTION OjJOO COLD FORMED METAL FMMINGl. Threaded fasteners: ASTM A 90, hot-dip galvanized.T
. Anchorage devices: Hot-dip galvanized steel or stainless steel. Acceptable types inctude:
I a. powder actuated fasteners.
I b. power_driven anchor screws.
I c. Drilled expansion bolts.
I C. Tough-up paint: FS TT--645, zinc-molybdare alkyd.
I
r 2.04 CURTAIN WALL PANEL FABRICATION
t- A. Prefabrication of fiaming assemblies before installation is acceptable. Comply with applicable
requirements specified under "Curtain Wall Framing" in Part 3 of this section for arrangcment of
I components.
-.r B. During fabrication, maintain correct alignment of framing members using jig templates.
t C. Provide panels with framing members square, plumb, and accurately aligned. Brace against racking.
Prevent deformation of prefabricated assemblies during handling.
-I D- Fastening: join components by welding and by using screws or bolts only when and wherr indicated.I
- I . Wire tying of framing elements is prohibited.
If E. Install insulation to fill stud spaces which will be inaccessible after erection.
- F. Clean welds, rernoving spatter and slag, and apply one or more coats of touch-up paint.
I
PART 3 - EXECUTTON
I 3.ol E*AMTNATToNr
A. Inspection: Veri$ that project conditions and substrates are appropriate to begin installation of cold
formed metal frarning systems.
-l. Veriff that ins€rts, clips, and similar attachment devices installed as work of other secrions are
located and installed properly.
r i.o2 TNSTALLATIoN - GENERAL
I A. Comply with requirements of ASTM C 100? except where exceeded by other requir€ments.t
B. Install cold formed metal framing compon€nts in accordance with approved shop/erection drawings and
I manufacturer's insfudions.
I HLMqEMTI-a qAILVALLErMEDIoAL1ENTER uilMJ
DEMOLITION AND STRACTANAL FMME. '"**;K#r
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SECTION O51OO coLD FhRMED METAL FRAMING
t C. Install framing accessories such as web stiffeners, diagonal bracing, and bridging as indicated or required.
I D. Install insulation to fill spaces at exterior which will be inaccessible after framing is erected.
t 3.03 cr.rRTAIN *ALL
'ANEL
TNSTALLATT.N
I A. Align and secure panels to building structure in accordance with manufacturer's recommendations forI substrate and fastener type used.
I 3.M CURTAINWALLFRAMING
I A. Place studs at 16 inches on center unless indicated otherwise.
I B. Construct corners using minimum of 3 studs.!
C. Splicing of studs not permitted. Studs to be considered full height unless a sptice is approved by the
engmeer.
I D. Make provisions for movement of building strucftre to pr€vent transfer of structural load or movement to
curtain wall framing system.
4' E. Control and Expansion Joinrs: hovide discontinuous framing at joint using independent snrds and separate
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runner track on either side ofjoint. Bridging the joint with system components or accessories is prohibited.
I 3.05 ToLERANcES
I A. Maximum Variance from True position: l/4 inch.
t B. Maximum Offset of Any Member from plane: l/g inch.C. Maximum Ofrset baween prrefabricated panels: l/g inch.
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VAIL UALLEY MEDIC/'L CENTER
DEMOIJTION AND STRACN]RAL FNAME
Consnubn Docunwrt
I Jult 2001
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0s1tNL5
t sEcrIoN 07141 coLD FLTIID AppuED wATERpRooFrNc
r SECTIONOTI4I -COLDFLUID-APPLIEDWATERPROOFING
t PARTI-GENERAL
I 1.1 RELATEDDOCUMENTS
I A' T"ryilgt and general provisions of the Contract, including General and Supplemenrary
t conditions and Division l specification sections, apply to rhis section.
I r.z SuMMARYr
A. This Section includes the following:
I l. Single-component, polymer-modified fluid applied asphalt waterproofing nrembrane.
r B. Related Sections include the following:
T
I l. Division 3 Section "Cast in place Concrete,,
I
r.3 PERFORMANCEREQTIREMENTS
t A. Provide waterproofing membrane that prcvents the passage of water.
I r.4 ST.JBMTTTALS
I A. Product Data: Include manufacturer's written instnrctions for evaluating, preparing, and treating
I substrate, technical data, and tested physical and performance properties ofwaterproofing. -
B. Installer Certificates: Signed by manufacturers certiflng that installers comply withI rcquirenrents.I
C. ProductTest_Reports: From a qualified independent testing agency indicating and interpreting
I test results of waterproofing for compliance with requirements, based on comfrehensive testingt of current waterproofing formulations.
r 1.5 QUALTTYASSURANCE
11 A. Installer Qualifications: A qualified installer who is an authorized waterproofing rnanufacturer
I to install manufacturert products.
B. Source Limitations: Obtain waterproofing materials through one source from a single
I manufacturer.r HLMqEMTI-M vATLvALIErMEDInALzENTER 07141-I
DEMOUNON AND STRACTUML FRAME
I Constuction Docuntents
9 July 2MI
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SECTION 07I4T COI.D FLUID APPUED WATERPROOFING
l. Mockups: Apply waterproofing to 100 sq. ft. (9.3 sq. m) of wall to demonstrate surface
prePa.ration, crack and joint treatment, comer treatment, thickness, texture, and execution
qualitY.
C. Preinstallation Conference: Conduct conference at Project site to comply with requirements in
Division I Section "Project Management and Coordination." Review requirements for
waterproofing, including surface preparation specified under other Sections, substrate condition
and Pretreatment, minimum curing period, forecasted weather conditions, special details and
sheet flashings, installation procedures, testing and inspection procedures, and protection and
repairs.
DELIVERY, STORAGE, AND HANDLING
Deliver liquid materials to hoject site in original containers with seals unbroken, labeled with
manufacturer's name, product brand name and type, date of manufacture, shelf life, and
directions for storing and mixing with other components.
Store liquid materials in their original undamaged containers in a clean, dry, protected location
and within the temperature range required by waterproofing manufacturer.
Remove and replace liquid materials that cannot be applied within their starcd shelf life.
Protect stored materials from direct sunlight.
PROJECT CONDITIONS
Environmental Limitations: Apply waterproofing within the range of ambient and substrate
temperatures recommended by waterproofing manufacturer. Do not apply waterproofing to a
damp or wet substrate when temperatures are less than 20 deg F.
l. Do not apply waterproofing in conditions not recommended by manufacturer.
Maintain adequate ventilation during application and curing of waterproofing materials.
1.8 WARRANTY
A. Special Manufacturer's Warranty: Wriuen warranty, signed by waterproofing manufacturer and
Installer agreeing to repair or replace waterproofing that does not comply with requirements or
that does not remain watertight within specified warranty period.
l. Warranty does not include failure of waterproofing due to failure of substrate prepared
and treated according to requirements or formation of new joints and cracks in substrate
that exceed l/16 inch (1.6 mm) in width.2. Warranty Period: One year after darc of SubsAntial Completion.
PART2-PRODUCTS
HLM98M71.U VAILUALLEYMMICALCENTER
DEMOLITION AND STRACTURAL FRAME
Construction Docume nts
9IuIl 2NI
07141-2
I SECTIONOTI4L COI.D FLI]IDAPPUEDWATERPROOFING
I zt MANuFAcTuRERSt
A. hoducts: Subject to compliance with requirements, provide one of the following products:
I 1- Single4omponent, polymer-modified Asphalt rly'aterproofing:
a. Koch Materials Company, TUFF-N-DRI Exterior Foundation Waterproofing
I System.
b. Architect Approved Equal.
I' 2.2 WATERPROOFINGMATERIALS
I A. General: Provide waterproofing materials recommended by manufacturer to be compatible withI' one another and able to develop bond to subsrate under conditions of service and application,
as demonstrated by waterproofing manufacturer based on testing and field experience.
I 1. Produce waterproofing materials suitable for application to vertical, trorizontal, and
I z. iiTl.'l,ti[ff];?i,,1tll?*iis with not ress than e0 percenr sorids.t 3. Two-component, unmodified latex-rubberwaterproofing.
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I 2.3 AIDilLIARYMATERIALS
r A. Primer: Manufacturer's standard, factory-formulated polyrrethane or epoxy primer.
f B. Sheet Flashing: Manufacturer's recommended contact adhesive.
I C' Reinforcing Strip: Manufacturer's recommended fiberglass mesh or polyester fabric,!D' Joint Sealant: Multicomponent polyurethane sealant, compatible with waterproofing,
I complying with ASTM C 920 Type M, Class 25; Grade NS for sloping and vertical applications
f or-Grade P for deck applications; Use NI exposur€; and as recommended by manufacturer for
substrate and joint conditions.
I E' Protection Course: As recommended by manufacture and as indicated in Division 2 and 7 of
Specification.
I PART3-HGCUTION
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t 3.1 HGMTNATTON
I A. Examine substrates, areas, and conditions, with Installer present, for compliance with
I requirements and other conditions affecting performance.
I 3.2 ST.JMACEPREPARATTON
HLM 98M71.U VAILVALLEY MEDICALCENTER 07141.3
I DEMOUTIONANDSTRACTITRALFRAME
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SECTION 07141 COID F LA ID APPLI ED WATBRPROO F I NG
Clean and prepare substrate according to manufacturer's written recommendations. Provide
clean, dust-free, and dry substrate for waterproofing application.
PREPARATION AT TERMINATIONS AND PENETRATIONS
Prepare vertical and horizontal surfaces at terminations and penetrations through waterproofing
and at expansion joints, drains, and sleeves according to ASTM C 898 and manufacturer's
written instructions.
Prime substrate, unless otherwise instructed by waterproofing manufacturer.
Apply a double thickness of waterproofing and embed ajoint reinforcing strip in preparation
coat when recommended by waterproofing manufacturer.
l. Provide sealant cants around penetrations and at inside corners of deck-to-wall butt joints
when recommended by waterproofing manufacturer.
JOINT AND CRACK TREATMENT
hepare, treat, rout, and fill joints and cracks in substrate according to ASTM C 898 and
waterproofing manufacturer's written instructions. Remove dust and dirt from joints and cracks
complying with ASTM D 4258 before coating surfaces.
1. Comply with ASTM C I 193 for joint-sealant installation.2. Apply bond breaker between sealant and preparation strip.3' Prime substrate and apply a single thickness of preparation strip extending a minimum of
3 inches (75 mm) along each side of joint. Apply a double thickness of waterproofing
and embed a joint reinforcing strip in preparation coat.
Install sheet flashing and bond to deck and wall substrates where indicated or required
according to waterproofrng manufacturer's written instructions.
1. Extend sheet flashings onto perpendicular surfaces and other work penetrating substrate
according to ASTM C 898.
WATERPROOFING APPLICATION
Apply waterproofing according to ASTM C 898 and manufacturer's written instnrctions.
start installing waterproofing in presence of manufacturer's technical representative.
Apply primer over prepared substrate.
Mix materials and apply waterproofing by spray, roller, notched squeegee, trowel, or other
application method suitable to slope of substrate.
VAI L VALLEY MEDICAL CENTER
DEM O U TI ON AND STRU CTA RAL FRAME
Construction DocumcnB
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SECTION 07141
END OFSECTION 07141
COLD F LA ID APPU ED WATERPROOF I NG
3.6 mLD QUALITY CONTROL
A. Flood Testing: Flood test each deck area for leaks, according to recommendations in
ASTM D 5957, after completing waterproofing but before overlying construction is placed.
Install temporary containment assemblies, plug or dam drains, and flood with potable water.
Flood to-an average depth of 2-ll2 inches (65 mm) with a minimum depth of I inch (25
mm) and not exceeding a depth of 4 inches (100 mm). Maintain 2 inches (50 mm) of
clearance from top of sheet flashings.
Flood each area for ?2 hours.
After floo_d t"jthgr repair leaks, repeat flood tests, and make further repairs until
waterproofing installation is watertight.
CURING, PROTEqTING, AND CLEANING
Cure waterproofing according to manufacturer's written recommendations, taking care to
p(event contamination and damage during application stages and curing.
Pmtect waterproofing from damage and wear during remainder of constuction period.
Clean spillage- and soiling from adjacent construction using cleaning agents and procedures
recommended by manufacturer of affected construction.
VNL UALLEY M EDICAL CENTER
DEMOLINON AND STRACTARAL FMME
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SECTION O72IO BUILDING INSALATION
SECTION 072 10 . BTJILDING INSULATION
PART 1-GENERAL
RELATED DOCI]MENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division I Specification Sections, apply to this Section.
SIJMMARY
A. This Section includes the following:
l. Foundation wall insulation (supporting bacldll).2. Concealed building insulation.3. Vapor rctarders.
B. Related Sections include the following:
l. Division 3 Section "Cast-in-place Concrete".
1.3 SI'BMTrALS
A. Product Data: For each type of product indicated, including product test reports performed by a
qualified independent testing agency complying with requirenrents.
QUALITY ASSLIRANCE
Source Limitarions: Obtain each type of building insulation through one source.
Firc-Test-Response Characteristics: Provide insulation and related materials with the fire-test-
resPonse characteristics indicated, as determined by testing identical products per test method
indicated below by IJL or another testing and inspecting agency acceptable to authorities baving
jurisdiction. Identify rnaterials with appropriate markings of applicable testing and inspecting
agency.
l. Surface-Buming Characteristics: ASTM E 84.2. Fire-Resistance Ratings: ASTM E 119.3. Combustion Characteristics: ASTM E 136.
1.5 DELIVERY,STORAGE,ANDHANDLING
UAI L VAILEY MEDICAL CENTER
DEMOUTION AND STTUCN]RAL FRAME
Constraction Docaments
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HLM 98MN.A 07210-t
I SECTION 07210 BT]IIDING INSIJIATION
I A. Protect insulation materials from physical damage and from deterioration by moisture, soiling,r and other sources. Store inside and in a dry location. Comply with manufacturer's written
instructions for handling, storing, and protecting during insta[ation.
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PART2 -PRODUCTS
I 2.1 MANTJFACTURERS
t A' Manufacturers: Subject to compliance with requirements, provide products by one of the
rouowng:
I 1. Extmded-polystyrene Board lnsulation:r
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c. ApprovedEqual.
;; 2. Vapor Retarder under Concrete Slab on Grade:
I a. Fortifiberr :. 1f.3"f,**,
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I 2.2 INsTJLATINcMATERIALs
I A. General: Provide insulating materials that comply with requirements and with referencedI standards.r l. Preformed Units: Sizes to fit applications indicated; selected from manufacturer's
I standard thicknesses, widths, and lengths.
I B. Extruded-Polystyrene Board Insulation: ASTM C 578, of type and density indicated below,
with rnaximum flame-spread and smoke{eveloped indices of 75 and 450, respectively:
r l. Owens Coming Foamular 250, square edge. R-value 17.5
I 2.3 VAPORRETARDERS
I A. Products: Subject to compliance with rcquirernents IJL Class A fire rating, provide one of the
I following:
I l. Vapor Retarder under Concrete Slab on Grade:
HI.Iil 9EM7T.O4 VAILVALLEY MEDICALCENTER 07210.2
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BAILDING INSULATION
I c. Architect approved equal.
B. Vapor-Retarder Tape: hessure-sensitive tape of type recommended by vapor-retarder
I manufacturerfor se;lingjoints and penetrationsin vapor-retarder.I
I 2,4 ATIXILIARYINSULATINGMATERIALS
I A' Adhesive for Bonding Insulation: Product with demonstrated capability to bond inzulation
I secwely to substrates indicated without damaging insulation and zubstrates. Product to be as
t recommended by insulatation board manufacturcr.
I B. Protection Board: Premolded, semirigid asphalt/fiber composition board, l/4 inch thick, formed
I under heat and pressure, of standard sizes.
I 2.s TNSULATToNATTAcHMENT
J A. Extruded Polystyrene Insulation Board:
I 1. Adhesively Attached per manufacturers recomrnendations
I B. Vapor Retarder under Concrete Slab on GradeI ^ *-Hffiru*TJ,ff:ffi"3"X",il'##il1";'$:HJ:;ft'H"F;
manufacturers recomnpndations.
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PART3.HGCUTION
I,
I 3.I EXAMINATION
I A. Examine substrates and conditions, with Installer present, for compliance with requirements for' Sections in which zubstrates and related work are specified and other conditions affecting
I Performance.
I B, Proceed with installation only after unsatisfactory conditions have been corrected.
I 3.2 PREPARATION
I A. Clean substrarcs of substances harmful to insulations or vapor retarders, including removing
f projections capable of puncturing vapor retarders or of interfering with insulation attachment.
I 3.3 TNSTALLATTON, GEMRAL
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SECTION 07210
Comply with insulation manufacturer's written instmctions applicable to products and
application indicated.
Install insulation tbat is undamaged, dry, and unsoiled and that has not been left exposed at any
time to ice and snow.
Extend insulation in thickness indicated to envelop entire area to be insulated. Cut and fit
tightly around obstructions and fill voids with insulation. Remove projections that interfere
with placement;
Water-Piping and Electrical Devise Coordination: If water piping is located on inside of
insulated exterior walls, coordinate location of piping to ensure that it is placed on warm side of
insulation and insulation encapsulates piping. Fully krsulate around all devices within wall
cavity.
Apply single layer of insulation to produce thickness indicated, unless multiple layers are
otherwise shown or required to make up total thickness.
INSTALLATION OF PERMETER INST'LATION
On vertical surfaces, set units in adhesive applied according to manufacturert written
instructions. Use adhesive recommended by insulation manufacturer.
l. If not indicated, extend insulation a minimum of 48 inches below exterior grade line.
Protect below-grade insulation on vertical sudaces from damage during backfilling by applying
Protection board. Set in adhesive according to insulation manufacturer's written instructions.
Protect top surface of horizontal insulation from damage during concrete work by applyrng
Protection board.
INSTALLATION OF VAPOR RETARDERS
$n"-l.. Extend vapor retarder to extremities of aleas to be protected from vapor transmission.
Secure in place with adhesives or otber anchorage system as recommended 6y manufacturer.
Extend vapor rctarder to cover miscellaneous voids in insulated substrates, including those
filled witb loose-frber insulation.
seal vertical joints in vapor rctarders over framing as recomnpnded by manufacturer.
Firmly attach vapor retarders to substrates with mechanical fasteners or adhesives as
recommended by vapor-rctarder rnanufacturer.
D. Seal joints caused by pipes, conduits, electrical boxes, and simitar items penetrating vapor
retarders with vapor-retarder tape to create an airtight seal between penetrating objects and
vapor retarder.
BAILDING INSAIATION
UAIL VALLEY MEDICAL CENTER
D EM O UN ON AND STRUCTARAL F RAM E
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I 3.6 pRorEcrroN
I A' Protect installed insulation and vapor retarders from damage due to harmful weather exposures,I physical abuse, and other causes. hovide temporary
"ouJrings or enclozures where insulationis subject !o abuse and cannot be concealed and protected by permanent constructionI immediately after installation.
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