HomeMy WebLinkAboutVAIL VILLAGE FILING 2 LOT E F VAIL VALLEY MEDICAL CENTER 1969-1977 LEGALOngeryAssocntep lnc
t ;N.,:;t /. , ., : /' l\J | .!-it^."/L / f 7Li
Knud O. Rasmussen,Project l4anager
DERYL W GTNGERY
ELMER L, CIATCOME
LARRY A. MULL€R
,,1 !:
6!ENWOCD SPR|NGS,
coLoRADO 8.t601
30J 915.8676
November 3, 1977
2840 SOUTH V,4|LEJO STREET
ENGLEI,YOOD, COLORADO BOl 1O
rfLtPHoNE 303 76 1-4860
M*'. DaIe R. Vilatson, Architect
HDI , Inc., Architects'7L7 Offiqe--PaglwaySt. Lcffif5T-Tilssourir--$Q: VaiL Valley l"ledical Center\--Jeblr.'. .a52-lz6 - "'
-t---.---
Dear Mr. Watson:
We performed the off.i-cial plan check for compliance with the
IJniform Building Code for the Town of Vail as submitted in ourreport dated August 29, 1977. The plan checi< fee for the workperformed for that agency is statuatory, as provided underSection 303-b of the Code, and is in the amount of 9I,075.67as set forth in the Project. Data Sheet dated August 29, 1977.
In our normal experience, we find that the statuatory fee is
adequate to cover our costs in such manner that we may operateat a profit. In this case, our total costs amount to $l ,549.35.
A review of all time charges to this project indicates thatexcess cost i-ncurred was entirely due to us providing a det.ailedreview and response to the review dated July 18, 1977, as sub-mitted by J. Ralph Karlberg, Chief, Desi_gn and Construction,
It{edicaL Care Licensing and Certification Divj_sion, Departmentof Health, State of Colorado.
S:ction I of our report of August Zg I 1977. was entirely devotedto thi-s supplemental review and response.
We request, and consequently hereby invoice, the supplementalamount of $473.60 on tire basis that this work was above and be-yond our committment to the Town of Vail and as such sirouLd. beconsidered on a consultant fee basis.
Very truly yours,
GINGERY ASSOCIATES, INC.
KOR: j 1t
cc: Bill Pierce
' . , - r ' . 4 .
' 1 . . ! , r i .,.\7lrra
VAIL VALLEY MEDICAI CENTER
Gingery Associates, Inc.
Job No. 459.026
August 29' L977
SECTION I
Review of commentary of J. Ralph
Design and Construction, Medicaltion Division, State of Colorado,
commentary limited to those items
form Building Code, 1973 Edition,in Vail, Colorado.
A. Architectural - First Floorftem2-PartI
Karlberg, Architect, Chief of
Care Licensing and Certifica-
dated July 18, 1977. Review
therein governed bY the Uni-
which is in force and effect
"Relocate Door 1-21 in Corridor L-24 so that a dead-end cor-
ridor of greater than 20 feet does not existl'.
TribuLory area generates an occupant load of less than 50
persons (per Table 33-A) Possibly directed towards Door L-ZLi
hence Corridor 1-24 does not constitute a dead-end corridor
under provisions of Sec. 3303-b. Passage thru Door 1-21
leads to continued egress via Corridor 1-16 to Door I-I2
which is provided with exit lighting.
However, the recommended relocation may be readily accom-
plished with opposite hand arrangement of Janitor's Closet
1-45 and resultant relocation of Door 1-43.
Item2-ParL2
"Be certain that all doors opening onto exit corridors are
approved 20-minute doors".
As required per Sec. 3304-h. Per discussion with the archi-
tect, this is the intent of General Note No. I on Sheet A-7t
which should be expanded to insure comPliance.
Item4-Part1
"A fire-rated roll-down door, or other approved closure,
must be provided over the counter in office, Room 1-04".
Requirement consistent with provisions of Sec. 3304-a -
Paragraph 2.
Vail Valley Medical Center
Page Two
August 29, L977
Item4-Part2
"ft was discussed at our meeting that the waII to the cashierarea be deleted so this entire area is open to the corridor.This requires the east waLl at the cashierrs space to becomethe corridor wall that must be continued to the deck above,'.
Permissible under provisions of Sec. 3304-a - paragraph 3.
Item 6
"The smoke stop partition must have dry walJ- on both sidesto meet the requirements of a 1-hour partition in accordancewith the 1973 Life Safety Code. Correct this on slmbollegend on Sheet A2 to match Specifications Sec. 9.1, page 3,r.
We concur with comment. Specifications correct.
Item 8
"With the installation of the new partition in CorridorRL-22 to provide a new lab office, a dead-end corridor iscreated. The dead-end corridor is from Corridor R1-49 backto the elevator. This will have to be chanqed to preventthisr'.
We concur with the conment. We recorunend addition of anareawell and stair from Lobby R1-17 to grade 6 feet abovelobby level.
ftem 14
"Provide drinking fountains so that they are accessible andusable by the physically handicapped. Drinking fountains shownare in alcoves that are narror^rer than the r^ridth of a wheel-chair and this is not acceptable. The drinking fountain orelectric r{rater cooler shoul-d be from 30 to 36 inches abovethe floor and appropriate for use by the handicapped".
Per Sec. I7l2 provisions for the handicapped require fountainto be within 33 inches of the floor and the alcove to be notIess than 32 inches in width. Specified Halsey-Taylor Model
$lM8A (Sec. 15.3, Page 11) is not appropriate for handicappeduse. Increase of alcove width to 32 inches and use of Halsey-Taylor Model WCTA-I should satisfy requirements.
Archi
Vail Va11ey Medical Center
Page Three
August 29, L977
B.ectural - Second Floor
"Door R2-08 to Stair ,'A" restricts the exit width to lessthan the reguired 44 inches between the door and the hand-rail. See enclosed sketch".
Comment consistent with requirements of Sec. 3305-f. Inthis caser the stair as detailed on Sheet A9, can be readilybrought into compliance by raising the height and length ofthe intermediate landing and reducing the number of risersin the upper run of the flight.
Item 3
"The waiting area on this floor must be deleted or encl_osedby l-hour construction. The Life Safety Code. NFPA l0l-Lg73lprohibits waiting areas open to the corridor unless they areprovided vrrith direct supervision".
No such restriction is covered by the Uniform Building Code.Sec. 3304-a - Paragraph 2 would appear to permit this arrange-ment provided that required vridth of corridor is not obstructedper Sec. 3304-d. Since receipt of the state commentaryr wehave observed that this requirement is not enforced at LutheranHospital, St. Anthony Hospital , St. Joseph Hospital and Bethfsrael, all in Denver, Colorado.
Item4-Partl
"fncrease the width of Door R2-20 and 21 to 32 inches so thesetoilet facilities are usable by the physically handicapped,'.
Per Sec. I711-b clear and unobstructed access of 32 inches isrequired. 32-inch door will not provide this clearance unlessopen to 180 degree position.
Item4-Part3
"Provide grab bars at the toiLet stools in accordance withthe ANSf specifications, and also the hand. sinkstr.
Grab bars at stools required under Sec. 1711-b. U.B.C. hasno requirement for grab bars at sinks.
Vail Valley Medical Center
Page FourAugust 29, L977
Item 5
"Wi11 Equipment Store Room R2-13 provid,e for conbustiblestorage? If combustible storage is to be located in thisroom, the room will have to be sprinklered',.
Required under Sec. 3802-b-5. Farsprinkler systems see Section II,
ftem 6
be provided with anrecords, both activeSafety Code 1973,
"The vertical wood siding shown onby the Uniform Buildinc Code wherebeing 15 feet above the grade. SeeWalLs Fronting on Streets or yards,
The woodsiding on those wa1ls lessbe acceptable".
further discussion offtem 2 of this report.
the drawings is prohibited
it exceeds the maximum ofSec. L705, paragraph (d),
sub-paragraph 2, UBC L976.than 15 feet in heiqht would
"The medical records room will have toautomatic sprinkler system if medicaland inactive, are stored there. LifeSec. l0-1371".
Same comment as Item 5 above.
General ConnentsItem I
"The soffit material must provie a l-hour rating. It wasnot indicated on the drawings what the soffit miterial is,'.
Soffit material is not ca1led out on drawinqs for eaveoverhangs. Per Specification 9.1-03-8: Exterior soffitsas shown sha1l be USG Exterior cypsum Board or approvedequal .
Per Sec. 1710 eave overhangs shall be of non-combustible ma-terials. Lumber for eave overhanqs should be fire-retardanttreated--which material is not specified.
Item 2
The statement is correct per Sec. LTOS-I-2 of the UniformBuilding Code. However, this section was amended by theTown of Vail, Ordinance I'Io. 14, Series of J-972 as follows:
Vail Valley Medical Center
Page pivs
August 29, L977
Section 1705 (d), Walls Frontinq on Streets or yards.
Wood veneer of not ck-ness, or exterior type pl]rwood or particleboard not lessthan three-eights inch (3/8") in nominal thickness maybe applied on reguired fire-resistive rated exterior wallsas follows:
(a) one hundred percent (100S) of the wall_ areaof the first floor above grade.
(b) Forty percent (408) of each wal1 area for
each story above the first floor providingi-t is fire-retardent treated wood.
Such wood shall be placed either directly against noncom-bustibl-e, or fire-resistive surfaces or furred out fromsuch surface not to exceed one and one-half inches (L L/2")with all- spaces fire stopped as provided in Section 25L7 (f) ."
Allowabl-e percentages have not been exceeded; however, ex-terior veneer has not been specified to be fire-retardenttreated as reguired. Grounds are properly specified. und.erSec.6.1-08-A.
D. Mechanical - First Floorffi
"Be certain to provide fire dampers in ductwork penetratingfirewalls and rated ceilings and wa1ls. These must be shownon the drawings".
Required under Sec. 4305-i. Provided under Specifications15.2-16-A. Damper locations should be added to the drawinqs.
Item 11
"Submit the shop drawing for the automatic sprinkler systemto this Department for review and approval prior to installa-tion. Also, the sprinkler system must be coordinated \,viththe fire alarm system so the fire zones are the same".
Concur with cornrnent. Extenl of coverage by sprinkler systemnot shown on the drawings. For further discussion of sprinklersystems, see Section ff, flem 2 of this report.
Vail Valley Medical Center
Page SixAugust 29, L977
E. Electrical - First Floorffi
"On Sheet E-5 provideside of the corridor
Concur that exit signridor R1-04.
Item 2
an additional exit
doors that separate
should be placed at
sign on the \,i/est-
R1-04 from RI-II".
Door R1-04 in Cor-
"Provide exit signs at the door to Stair ,A' and over thedoor from Stair rAr to the exterior".
Concur. Sign at Door R1-02 may be existent. Sign at DoorRt-01 reguired per Sec. 3312-b.
Item 5
"Provide exit signs in thesuite doors " .
Supplemental requirement.
surgery suite, at the two surgery
No reguired under U.B.C. Sec. 3312-
"Hardware Group 26 for Ehe l-L/2-hour rBr L.,abel door to StairrAr must be an exit device and not a 1ock".
As required under Sec. 33L8-f.
Item 3
"Hard.ware for Door R1-14 must be such that personnel can exitthrough this door at alL times. The tock specified for thisdoor would prevent this".
We are of the opinion that lock specified is correct. per
manufacturerrs tables Lock D70pD is locked or unlocked by keyfrom outside. Inner knob is always free. This permits un-restricted egress from Corridor Rl-65 while restrictins un-authorized access to the surgical suite from main egrelsCorridor R1-49.
b-Paragraph 2.
Specif ications
ftem
Vail Valley Medical Center
Page Seven
August 29, 1977
Item4-Partl
'rHardware for Doors R1-17 and. RI-16 must be latches thatwill- hold doors in closed position in accordance \,vith NFPA101-1973. Locks on corridor doors are no! acceptabl-e.Verify this with other doors that open onto exit cooridors".
Under Sec. 3318-h no limitalion is placed on use of lockson corridors except that locks shal1 not be used on patient
room doors .
Item4-ParL2
"Be certain that the Dutch Door R1-16 is such that when thecloser activates and closes the upper half of the door, thelower half closes also".
As required under Sec. 3304-h.
Item 5
"The Dutch Door R1-23 will reguire latching on both halvesof the door and the door designed so that when the upperhalf is closed the lower half closes also".
comment as to latches correct - only one lock specified(See Item 4-Part I for lock vs. Iatch commentarv). Com-
ment as to closure as required per Sec. 3304-h.-
Item 6
"Door R1-34 and R1-35 must be provided with latching hardware.It is recommended that roller latches be provided. The rollerlatches for Door R1-35 could be l-ocated at the top of the doorto latch to the head of the door frame".
Concur with corunent. Door R1-34 has a lock specified whichrest,ricls entry to the recovery room contrary to requirementof Sec. 3318-f. Door R1-35 has no latching device contraryto requirement of Sec. 3304-h.
ItemT-PartI
"Locks can be installed on the equipment room door provided
that personnel can always get out of the room".
Lock A51PD Specified. Use of Lock D70PD would afford unre-stricted egress.
Vail Valley Medical Center
Page Eight
August 29 | L977
ItemT-Part2
"A requirement enforced by the State Industrial Commissionis that a second exit must be provided from a boiler roomremote from the firsl".
As required under Sec. 3320-a.
ftem 8
"Those doors opening onto exit corridors must have latchinghardware, namely, R2-01,05, 06,07,09,10, ll, 13, 14 and
27" .
Door Nos. R2-01, 05, 06, 07 and 1l have A51pD locks. DoorNos. R2-10 and 13 have A70PD locks. Door l{o. R2-14 has
D70PD lock. There is no Door R2-27.
As previously noted, Sec. 33I8-h places no restriction onuse of locks on corrj-dor doors except for prohibition of useat patients rooms.
Partitions around Vestibule R2-27 have been extend.ed to thedeck above indicatj-nq intent to have the vestibule consLitutean alcove off of corridor (waitina) R2-26. Doors R2-20 andR2-2I have latches which satisfy 3ec. 3304-h. Subject to rheruling of the Building Official, the following courses ofacLion are reconmended:
A. Acceptance of arrangement shown on the drawings.
B. Installation of door with latch for entrance fromcorridor and extension of corridor wall_ to deck.
C. Removal of wall between corridor and vesti_bule con-sislent with Sec. 3304-a-paragraph 3.
Item 9
"Door R2-08 to stair must have an exit device. A lock is not
acceptable .tt
Door R2-08 is provided with Lock D70pD whichstricted egress to the stairway. If secondessentially all office and storage space, isF2 occupancy, the lock is in compliance \trithCalculated occupant, load per Table 33A is 62would require panic hardware for D occupancy
Subject to ruling of rhe Building Official.
provides unre-fLoor which is
considered as
Sec.3303-C.
persons which
under Sec. 3318-h.
Vail Valley lvtedical Center
Page Nine
August 29, 1977
Item 10
"Provide signs with raised letters and located ondor wa11 at the doors between 4 foot 6 inches andinches above the finished floor".
Can find no U.B.C. resuirement in this reqard.
Jurisdiction
the corri-5 foot 6
G.
There are obvious deviations in requirements under the Uni-form Building Code I L973 Edition, in force and effect in the
Town of VaiLr to the requirements above reviewed under Sec-tion I of this report.
It is our understanding that ',home-rul-e" munj-cipalities maynodj-fy the code and that such modifications have legal stand-ing against outside agencies. Non-home-rule municipalitiesare und,erstood to be subject to regulations set forth byhigher authority in that any modification to codes and regu-lations may only be made more stringent and not diluted.
The Building Official must determine that order of jurisdic-
tion in implementing our conments and recommendations to Sec-tion I.
F
I
Orngcry A ssocia tae lnc.
T} O lV S ULTI lV G EAl G/A/ E E F S
2840 SOUTH VALLEJO STREET
ENGLEWOOD, COLORADO 8OT 1 O
TELEPHONE 303 761-4860
Mr, Bill Pierce
Chief Building Official
Town of Vail
Post Office Box 100Vail, Colorado 81657
RE: Vail Valley Medical Center
Plan Check for Compliance with Uniform Building Code
GAI Job No. 452.026
Dear ltlr. Pierce:
In accordance with your request, the plans ancl specifications forthe subject project, as dated June 3, 1977 have been checked forcompliance with the Uniform Building Code, L973 Edition.
We enclose herewith the following:
Project Data Sheet - General Building Data
Preliminary Report
Review for Occupancy, Type of Construction and Exit Require-
ments and for Compliance with Engineering Regulations.
Section I: Commentary on revj-ew by J. Ralph Karlberg,
dated .Tuly 18 , L977 .
Section ff: Additional conmentary as to Code complianceof Gingery Associates, Inc.
under separate cover, we have transmitted marked up plans showing 1o-cation of all the code violations cited. we will make our final plan
check as we receive the corrected plans.
A.';Sl 1t;l/7 f L-S
DERTL W. GINoERY
ELMER L. CLAYCOMA
LARRY A. MULLER
E]F]AA./CH DFF|CE
CLENWOOD SPRIT,IGS,
coLoRAoo 8t&1
303 9454676
August 29 | 1977
Inf tliprrl, l.lllnI ,rr^1ln c r 1'!'r,'rIr11:
'i
Mr. Bill Pierce
Page Tlvo
August 29, L977 i
If you have any questions, please contact us at any time.
Very truly yours,
i
GINGERY ASSOCTATES, INC.4-fu
Knud O. Rasmussen, P.E.Proiect Engineer
KOR: skb
Encl-osure
cc: Dale R. WatsonHospital Building E Eguipment Company717 Office parkway
St. Louis, Missouri 63141
Enclosure
J. Ralph Karlberg
Colorado Department of Health
4210 East llth AvenueDenver, Colorado BO22OEnclosure
VAIL VALLEY MEDICAL CENTER
Gingery Associates, Inc.
Job No. 459.026
August 29, L977
PROJECT DATA SHEET
General
Architect:
Structural Engineer:
Mechanical Engineer:Electrical Engineer:
Soils Engineer
Bullding Data
Use3
Occupancy:
Construction:
Number of Stories:
Fire Zone
Areas:
IIDI , Inc., Architects
Frederick S. Scott
Harry J. Varwig
DittoDittoDitto
Lincoln-DeVore Testinq taboratory
Hospital and Offices
Groups D2 and F2
Type II
2
3
Additions 19409 S.r.Existing Building 2674LTotal Tdl50 s.r.
Occupant Load:
Second Ploor
AdditionOffice Space e 100 S.F./Person 80 Persons
Mechanical e 300 S.F./Person 4
ExistingOffice Space @ 100 S.F.,/Person 58
Storage Areas e 300 S.F.,/Person 4Total 2nd. Floor IiI6 Persons
o o
t
.353 Persons
7
36'd Persons:
506 Persons
t,
Vail Valley Medical CenterPage TrroAugust 29, L977
First Floor
Hospital Space g g0 S.F.,/personMechanical and Storage Spacee 300 S.F./personTotal lst Floor
Total Occuparnt Load(Existing ptus addition)
Valuation
New ConatructionHospital Space: 10455 S.F. € $ZO.OO
_-Office Space: 9954 s.r. e i3O.OOAlterations to Existinq euildinoiFlat Rarez 26zlr s.F. g-$10.00
Permit Fee:Plan Check Fee:
=$=$
=$
$
$
$
$
1,654.98
L.075.67
?/'TST' F5
731,850.00
268,620.00
267 | 4t0.a0
t267,gFO;A
VAIL VALLEY MEDICAI, CENTER
Gingery Associates, Inc.
'fob No . 459.025
August 29, L977
SECTION I
Review of commentary of J. Ralph Karlberg, Architect, Chief of
Design and Construction, Medical- Care Licensing and Certifica-tion Dj-vision, State of Colorado, dated July 18, L977. Review
conmentary limited to those items therein governed by the Uni-form Building Code, L973 Edition, which is in force and effectin Vail, Colorado.
A. Architectural - First FloorItem2-PartI
"Relocate Door 1-21 in Corri-dor L-24 so that a dead-end cor-ridor of greater than 20 feet does not existr'.
Tributory area generates an occupant load of less than 50persons (per Table 33-A) possibly directed towards Door 1-21;
hence Corridor l--24 does not constitute a dead-end corridor
under provisions of Sec. 3303-b. Passage thru Door l--2I
leads to continued egress via Corridor 1-16 to Door 1-12
which is provided with exit tighring.
Ho$tever, the recommended relocation may be readily accom-plished with opposite hand arrangement of Janitor's Closet
1-45 and resultant relocation of Door 1-43.
Item2-Part2
"Be certain that all doors opening onto exiE corridors are
approved 20-minute doors".
As required per Sec. 3304-h. Per discussion with the archi-tect, this is the intent of General Note No. 1 on Sheet A-7,
which should be expanded to insure compliance.
Item4-Part1
"A fire-rated roll-down door, or other approved closure,
must be provided over the counter in office, Room 1-04u.
Requirement consistent with provisions of Sec. 3304-a -Paragraph 2.
Vail Valley Medical CenterPage Two )
August 29, L977
Item4-Part2
We concur with comment.
ftem 8
Specifications correct.
"rt was discussed at our meeting ttlat the wa1l to the cashierarea be deleted so this entire irei is open to the corridor.This reguires the east wal1 at the -cashiLrrs space to becomethe corridor waIl that must be continued to thi deck above,'.
Permissible under provisions of Sec. 3304-a - paragraph 3.
ftem 6
irThe smoke stop partition must have dry warr on both sidesto meet the requi-rements of a l-hour partition in accordancewith the 1973 Life Safety Code. Corrlct this on symbollegend on Sheet A2 to match Specifications Sec. 9.i, page 3',.
nWith the installation of the new partition in Corrid.orRI-22 to provide a new lab office, a dead-end corridor iscreated. The dead-end corridor is from corridor Rl-49 backto the elevator. This will have to be changed to prevenrthis rr .
we concur with the cornment. we recolunend addition of anareawell and stair from r.obby Rl-17 to grade 6 feet abovelobby level.
Iten 14
"Provide drinkinq fountains so that they are accessible and.usabl.e by the physically hand.icapped. brinking fountains shovrnare in alcoves that are narrower Lhan the widtti of a wheel-chair and thls is not acceptable. The drinking fountain orelectric water cooler shourd. be from 30 to 36 inches abovethe floor and appropriate for use by the handicapped".
Per. sec. 1712 provisions for the handicapped require fountainto be within 33 inches of the froor ana Lire arc6ve to be notless than 32 inches in width. Specified Halsey-Taylor ModelIIMSA (Sec. 15.3, page ll) is not appropriate for hindicappeduse. rncrease of alcove width to 32 inqhes and use of Hlisey-Taylor Model WCTA-I should satisfy requirements.
Vail Valley Medical Centet
Page Three
August 29, L977 '
B. Archite ctural - Second Floor
rrDoor R2-08 to stair "A" restrictsrthe exit width to ressthan the reguired 44 inches between the door and the hand-rail. See encl_osed sketch,'.
Comment consistent with requirements of Sec. 3305-f. Inthis caser the stair as detaired on sheet 49, can be readirybrought into.compliance by raising the heighi and length ofthe intermediate tanding ind rectuting the frumner of risersin the upper run of the flight.
Item 3
''The vraiting area on this floor must be deleted or encrosedby l-hour construction. The Life safety code, NFPA 101-Lg73,prohibits waiting areas open to the cor;idor unless they areprovided with diiect supelvision".
No such restriction is covered by the uniform Building code.sec. 3304-a - Paragraph 2 woutd lppear to permit this"arranie-ment provided that reguired width of corriaor is not obstrrrit.aper Sec. 3304-d. Since recelpt of the state commentaryr irr€have observed that this requiiement is not ..ri"i."a at LutheranHospital, St. Anthony Hospital , St. Joseph Hospital and Bethfsrael, all in Denver, Colorado.
Item4-Part1
"rncrease the width of Door R2-zo and 2l to 32 inches so thesetoilet facilities are usable by the physically handicapped".
Per sec. 17r1-b clear and unobstructed access of 32 inches isrequired. 32-inch <1oor wilr not provide this .i.i..rr.. unlessopen to 180 degree position.
Item 4 -. Part 3
"Provide grab bars at the toilet stools in accordance withthe ANSf specifications, and also the hand sinks".
Grab bars at stools required under Sec. I7l1-b. U.B.C. hasno reguirement for grab bars at sinks.
Vail Vall-ey Medical CenterPage FourAugust 29, L977'
Item 5
"The medical records room will have to be provided with anautomatic_sprinkler system if rnedical recoids, both activeand inactive, are stored there. Life Safety 6ode 1973,Sec. l0-I37I".
. Same comment as ftem 5 above.
C. General Conments
nWil1 Eguipnent Store Room R2-13 provide for combustiblestorage? If combustible storage ir to be located in thisroom, the room wilL have to be spripklered".
Required under Sec. 3g02-b-5. For further discussion ofsprinkler systems see Section II, Item 2 of thj_s report.
Item 6
Item I
"The soffit material must provie a l-hour rating. It wasnot indicated on the drawings what the soffit miterial isr'.
Soffit material is not call_ed out on drawinqs for eaveoverhangs. Per Specification 9.1-03-8: Exf.erior soffitsas shown shall be USG Exterior Gypsum Board or approvedequal.
Per Sec. 1710 eave overhangs shall be of non-combustible ma-terials. r,umber for eave 5verhangs should be fiie-retardanttreated--which material is not specified.
Item 2
rrThe vertical wood siding shown onby the Uniform Buildinq Code wherebeing 15 feet above the grade. SeeWalls Fronting on Streeti or yards,
The woodsiding on lhose walls lessbe acceptable".
the drawings is prohibited
it exceeds the maximum ofSec. 1705, paragraph (d),
sub-paragraph 2, UBC L975.than 15 feet in height would
The statement is correct per Sec. ITOS-1,-2 of the Unj-formBuilding Code. Ilowever, Lhis section was amend.ed by theTown of vail, ordinance l.Io. 14, series of L972 as follows:
Vail Valley Medical CenterPage plyg IAugust 29, L977
Section 1705 (d),, Walls Frontinq on Streets or yards.
Wood veneer of not ck-ness, or exterior type plywood or particleboard not lessthan three-eights inch (3/8"') in nominal thickness maybe applied on required fire-resistive rated exterior h'alrsas follows:
(a) One hundred percent (].OOg) of the wall areaof the first floor above grade.
(b) Forty percent (40E) of each wall area foreach story above the first floor providingit is fire-retardent treated wood.
Such wood shall- be placed either directly against noncom-bustible, or fire-resistive surfaces or iuried out fromsuch surface not to exceed one and one-hal_f inches (L I/2")with all spaces fire stopped as provided in section 2517(fi ..
Arlo-wable percentages have not been exceededi however, ex-terior veneer has not been specified to be fire-retardenttreated as required. Grounds are properly specified underSec.6.1-08-A.
D. Mechanical - First FLoorffi
xBe certain to provide fire dampers in d,uctwork penetratingfirewalls and rated ceirings and walls. These mirst be shoinon the drawings".
Required under sec. 4306-i. provided under specifications15.2-15-A. Damper locations shourd be added io the drawinqs.
ftem Il
"Submit the shop drawing for the automatic sprinkter systemto this Department for review and approval prior to in-stalla-tion., Also, the sprinkler system must be coordinated. withthe fire alarm system so the fire zones are the samett.
concur with comment. Extent of coverage by sprinkler systemnot shown on the drawings. For furthei diiculsion of slrinklersystems, see Section ff, Ttem 2 of this report.
Vail Valley Medical Centei
Page Six IAugust 29 | L977
E. Electrical - First Floorffi
"On Sheet E-5 provide
side of the corridor
Concur that exit signridor R1-04.
Item 2
an additional exit sign on the west-
doors that separate RL-04 from Rl-lL".
should be placed at Door R1-04 in Cor-
and over the
Sign at Door
"Provide exit signs at the door to Stair ,Al
door from Stair rAr to the exterior".
Concur. Sign at Door RL-02 may be existent.R1-01 reguired per Sec. 33L2-b.
Item 5
F.
"Provide exit signs in the surgery suite, at the two surgerysuite doorstt.
Supplemental reguirement. No reguired under U.B.C. Sec. 3312-b-Paragraph 2.
Specifications
"Hardware Group 26 for ttre L-L/z-hour tBr Label door to StairrAr must be an exit device and not' a locklr.
As required. under Sec. 3318-f.
Item 3
"Hardware for Door RL-14 must be such that personneJ_ can exj_tthrough this door at all times. The lock specified for thisdoor would prevent this"
We are of the opinion that lock specified is correct. per
manufacturerrs tables tock D70PD is loc}',ed or unlocked by keyfrom outside. Inner knob is always f:ree. This permits un-restricted egress from Corridor R1-65 while restricting un-authorized access to the surgical suite from main egressCorri.dor Rl-49.
Vail Valley Medical Center
Page Sevel r
August 29, 1977
Item4-Partl
I'Hardware for Doors R1-17 and Rl-16 must be latches thatwill hol-d doors in closed positionr in accordance with NFpAL01-1973. Locks on corridor doors.are not acceptabl_e.Verify this with other doors that open onto exi-t cooridors'r.
Under Sec. 3318-h no 1imitation is placed on use of lockson corridors except that locks shall not be used on patient
room doors .
Iten4-Part2
"Be certain that the Dutch Door Rl-16 is such that when thecloser activates and closes the upper half of the door, thelower half closes also".
As required under Sec. 3304-h.
ftem 5
"The Dutch Door R1-23 will reguire J_atching on both halvesof the door and the door designed so that *hen the upperhalf is closed the lower hal_f closes also'.
Connent as to latches correct - only one lock specified(See Item 4-Part I for l_ock vs. fatlh conmentary). Com-ment as to closure as required per Sec. 3304-h.
Item 5
"Door Rt-34 and R1-35 must be provided with latching hard\4rare.rt is recommended that rorrer latches be provided. The rollerlatches for Door Rl--35 could be locatea aL ttre top of the doorto latch to the head of the d,oor frame"
concur with comrnent. Door Rl-34 has a lock specified wlrichrestricts entry to the recovery room contrary to requirementof Sec. 3318-f. Door Rl-35 hai no Latching device conrraryto requirement of Sec. 3304-h.
ItemT-Partl
rrl.,ocks can be installed on the equj_pment room d.oor providedthat personnel can always get out of the roomrr.
Lock A51PD specified. use of Lock D70pD would afford unre-stricted egress.
Vail Valley Medical- Center
Page EightAugust 29, L977
,
ItemT-Part2
I'A requirement enforced by the State Industrial Comrnissionis that a second exit must be provided from a boiler roomremote from the firstrt. r
As required under Sec. 3320-a.
ftem 8
"Those doors opening onto exit corridors must have latchinghardware, namely, R2-01, 05, 06, 07, 09, 10, LL, 13, 14 and
27" .
Door Nos. R2-01, 05, 06, 07 and 11 have A51PD locks. DoorNos. R2-10 and 13 have A70PD Locks. Door l{o. R2-14 has
D70PD lock. There is no Door R2-27.
As previously noted, Sec. 3318-h places no restriction onuse of locks on corridor doors except for prohibition of useat patients rooms.
Partitions around Vestibule R2-27 have been extend.ed to thedeck above indicatinq intent to have the vestibule constitutean alcove off of Corridor (waitinq) R2-26. Doors R2-20 andR2-2L have latches which satisfy Sec. 3304-h. Subject to theruling of the Building Official, the following courses ofaction are reconmended:
A. Acceptance of arrangement shown on the drawings.
B. Installation of door with latch for entrance fromcorridor and extension of corridor walI to deck.
C. Removal of wall between corridor and vestibule con-sistent with Sec. 33O4-a-paragraph 3.
Item 9
"Door R2-08 to stair must have an exit device. A lock is notacceptable."
Door R2-08 is provided with Lock D70pD which provides unre-stricted egress to the stairway. ff second fLoor which isessentially all office and storage space, is considered asF2 occupancy, the lock is in compLiance with Sec. 3303-C.Calculated occupant load per Tabl-e 33A is 62 persons whichwould require panic hardware for D occupancy under Sec. 3318-h.
Subject to ruling of the Building Officia1.
o
Vail Valley Medical Centei
Page Nine )August 29, L977
Iten 10
"Provide signs with raised letters and located on the corri-dor wall at the doors between 4 foot 6 inches and 5 foot 5inches above the finished floor". .
Can find no U.B.C. reguirement in this regard.
G. Jurisdiction
There are obvious deviations in requirements under the Uni-form Building Code, lg73 Edition, in force and effect in theTown of vail, to the reguirements above .reviewed. under Sec_tion f of this report.
ft is our understanding that "home-rule' municipalities maymodify the code and that such modifications havl Legat staird-ing against outside agencies. Non-home-rule municifalitiesare understood to be subject to regulations set forlh byhigher authority in that any modification to codes and iegu-lat.ions may only be made more stringent and not diluted.
The Building Official must determine that ord,er of jurisdic-tion in implementing our cornments and recommendations to sec-tion f.
VAIL VAILEY MED]CAL CENTER
Gingery Associates, Inc.
Job. No. 459.026
August 29 t L977
SECTION II
Commentary as to compliance with the Unifonn Building Code,
1973 Edition, and supplemental observations is as follows:
Cross - Reference.
A numberJ. Ralph
includedin someforth in
Item I
of our observations virere included in the report. ofKarlberg. Under Section I of this report we haveour comrnents to the observati.ons of Mr. Karlberg, andcases have expanded therein upon the requirements sethis report.
Entire first floor of both new and existing constructions is
used for hospital and is classed as Group D2 Occupancy. Secondfloor of existing construction consists of offices and examina-tion rooms and storage roorns (similar to typicar isolated doctortsoffices) and is classed as croup F2 Occupancy. Second floor ofnew addition is noted as rtrental space". The architect hasstated this area will probably be iented for doctorts officesand as such would be classed as Group F2 Occupancy.
Per Table 58, two-hour separation is required between GroupD and F2 occupancies which is provided by concrete froor con-structions and two-hour partitions at Stairway "A".
Per Table 5C, Group D2 Occupancies are limited to lypes I, II,III-1, and IV-l construction.
consistent with sec. 1701, paragraph 2, we have investigated.classification as either a Iype IIi-l or Iype IV-l of mixedoccupancy. Per our calculations this approach yields allow-able floor areas of 27,200 s.F. of D2 ollupancy and 721000 s.F.of F2 Occupancy. However, total first floor alea used as D2Occupancy is 301284 S. F. Therefore, construction must beIlrpe II, or better.
Per Table 5D, croup D2 occupancy is permitted on second floorof Type rr construction. Thereiore, this clas.sification willpermit future expansion of hospital facilities onto the secondfloor.
o
CenVail Valley
Page $vo
August 29,
Medica]
t977
ter
I
Building as a whole is considered to have separation onwith minimum separation of 77 fL. from property line ateast corner. Allowable area is as follovfs:
3 sides
north-
s. F.Type II , Group D2- Basic (Table 5c)Fire Zone 3 (Sec 505-a) t
separation 3 sides (sec. r8P::;it(77-20) (0.025) = 1008
Multiple Story (Sec. 505-b)
Sprinkler System (Sec. 506-c)
Total Allovrable Area
Total area new and existing constructionsIn compliance.
Item 2
11, 300
3 t767
15,067
15,067--s';Tsa-
30,134
60 1269
. :60,269
. 120,536 s.F.
is 46,150 S.F.
calculation under rten r based on automatic sprinkrer systemthroughout as required under sec. 3902-b-5 with conditibnarexceptions listed thereto. sprinkler system comments are asfollows:
A. Extent of sprinkler system not shovrn on the drawings.Submission of shop drawings for sprinkler system re-quired as noted under rtem D-ll of section i of this re-port.
B. Any areas not covered by sprinkler system shall havesmoke detectors as provided under Exception to Sec.3802-b-5.
C. Sprinkler main piping detail on Sheet pFp-3 does notinclude required reduced pressure backflow preventor.
D. Height of siamese fire department connections not shown.Per vail Fire Department lll siamese connections shallbe placed 4rO" above grade.
Item 3
Per Table l7-A, roof construction for rlrpe rr buirdings isrequired to be l-hour fire resistive which is provid.d UV-concrete roof deck. per sec. 1906, roof covering shall befire-retardant.
Vail Valley
Page Three
August 29,
Medical
L977
o
Cen ter
A. Falsework of tirnber construction (above the concretedeck) to match configuration of existing roof is construedto constitute an element of the roof covering over thedeck. A11 timber used should be fire-retardant treated,which is not indicated or specifired.
B. Area of attics below falsework is.3195 S.F. each. Werecommend area separations as provided under Sec. 3205-b.
Subject to ruling of the Building Official.
C. No access to attic space of falsework is shown. We
recommend access panels per Sec.. 3205-a.
Subject to ruling of the Building Official .
Item 4
On Sheet A2, egress from Door R1-01 is to a "court" as defined
under Sec. 404. This court is an "exit court" as defined und.er
Sec. 330I-c and constitutes part of the "exit" as defined underthe same section.
Width of the exit court is 20 ft., hence requirement for openingprotection under Sec. 3310-d does not apply.
However, Sec. 504-c states that for the purpose of determiningthe required waIl protection and the required opening protectioncourt walls of buildings over one story in height shall be
assumed to have a property line between them.
Table 17A requires Ilzpe II buildings to have exterior non-bearingwal1s of 4-hour fire resistive construction. Openings in wallsare approximately 10 ft. frorn hypothetical property line and
must be protected as per Sec. 1903-b.
Since openings must be protected, no relaxation of requirementfor 4-hour wall construction is available under exceptions toSec. 1903-a.
Requirement is for walls and openings of both building addition
and existing building.
Item 5
Glazing:
A. Corridor windows RI-32 and Rl-33 should have wire glassper Sec. 3304-h. See Sheets A2 and A9.
B. Door Types E and F as shown on Sheet A7 should have impactresistant glazing. Glass is on the inside face of outswing-ing doors.
o
Page l;tour
August 29, L977
Item 6
North-south partition parallet to Door R1-04 is designated as
a smokestop partition. l{ith reference to Section l-Item D-3,
any ductwoik which may penetrate this partition must have fire
dampers activated by products of combusrtion as per sec' 902-b'
It is recommended that similar provisioit be made at portion of
corridor in new addition to the south of Door 1-10.
Item 7
mechanical and electrieal penetrations shown as
Sec. 30l-d-Paragraph 2.
vait Valley Medica, Qr,r"t
No details for
required under
ltem 8
On Sheet A3, louver in south wal1 of mechanical roon is shown
6\ tlL. from existing roof construction. T,ouver should be pro-
vided witlt 3/4-hour damper consistent with intents of Secs. 504-
c and 1903-b.
ltem 9
A. Elevator shaft details on Sheet A9
vented to the outside as required
B. Elevator doors are specified under
be "fire-rated." Rating to be 1,1for 2-hour shaft required by Table
Item 10
No provisions shcrvn for overflow drains or scuppers per Sec.
3207-b.
Item 1I
Per Sec. 3303-h the floor or landing at doors shaLl not be more
than I inch lower than the threshold of the doorway:
A. For Door RI , as shown in Section 17 on Sheet A6, there is
a 5 inch differential at the threshold.
B. For Door 2-O3, as shor,rrn in Section 20 on Sheet A6 there
is a 6 inch differential at the threshold.
do not show shaft
under Sec. 1706-d.
Spec. 14.1-05-i to
hours per Sec. 1705-b
17-A.
I
Vail Valley
Page Five
August 29,
Item 12
Medical
L977
o
Cen ter
Exit illumination and exit light.s:
A. Exit lights and exit illumination shown are in compliance
with requirements of Sec. 3312 wjlth exceptions noted
under Section I-Item E-2 and additions noted under Section
I-Items El and 85.
B. In undeveloped rental space, exit sign required at Door
2-03. Additional exit lights and exit illumination per
Sec. 3312 to be provided to suit requirements of subdivided
space.
C. Exit lighting in existing structure on.ly partially shown.
Due to maze of corridors liberal use of directional exit
lights may be indicatedi and if field inspection deter-
mines such requirement, installation should be implemented
under Sec. 104-b.
Item 13
Design .live loads:
A. Floor: 50 psf. in comptiance with Table 23-A for second. floor offices.
B.
c.
Roof: 70 psf. which is in excess
requirement.
Wind: 25 psf. which is less than
of 65 psf. Iocal
30 psf. local reguire-
ment.
D. Seismic: No seismic analysis in structural calculations.
Our check calculations shovr that wind loading, not seismic,
govern lateral force design.
E. Frost covert 42" in conformance with local requirement.
Item 14
GeneraL note No. 15 on Sheet 55 lists maximum safe soil bearing
pressure as 61000 psf. Calculations are based on the use of
6 r000 psf.
On Page I of Lincoln DeVore Soils Report No. 1597I, GS-455, dated
June 3, L977, maximum allowable bearing capacity is stated to be
4,500 psf.
Vai I Valley Medicaf ?unt"t
Page Six
August 29 | L977
On Page ll of the Report.: "The maximum allowable bearing
capacity given in this report should not be exceeded under
any circumstances. "
L VATI,EY MEDICAI CENTER
Gingery Associates, Inc.
Job. No. 459.026
August 29 1 L977
SECTION II
Commentary as to compliance with the Uniform Building Code,
1973 Edit.ion, and supplemental observations is as follows:
Cross - Reference.
o
VAI
A numberJ. Ralph
includedin s omeforth in
Item I
of our observations were included in the report ofKarlberg. Under Section I of this report we have
our comments to the observations of Mr. Karlberg, and
cases have expanded therein upon ttre requirements set
his report.
Entire first floor of both new and existing constructions is
used for hospital and is classed as Group D2 Occupancy. Second
floor of existing construction consists of offices and examina-
tion rooms and storage roorns (sirnilar to typical isolated doctorrs
offices) and is classed as croup F2 Occupancy. Second fl-oor of
new addition is noted as ttrental space". The architect hasstated this area will probably be rented for doctorrs offices
and as such would be classed as Group F2 Occupancy.
Per Table 58, two-hour separation is required between Group
D and F2 Occupancies which is provided by concrete floor con-structions and two-hour partitions at Stairway "A'.
Per Table 5C, Group D2 Occupancies are limited to lYpes I, II,
III-1, and IV-l construction.
Consistent with Sec. 1701, Paragraph 2, we have investigatedclassification as either a Iype III-1 or lYpe IV-I of mixed
occupancy. Per our calculations this approach yields allovr-able floor areas of 27,200 S.F. of D2 Occupancy and 721000 S.F.of F2 Occupanry. Hollrever, total first floor area used as D2
Occupancy is 301284 S. F. Therefore, construction must be
Type II, or better.
Per Table 5D, Group D2 Occupancy is permitted on second floorof Type II construction. Therefore, this classification willpermit future expansion of hospital facilities onto the second
f1oor.
Vail Valley
Page Tlilo
August 29,
Medica
L977
o1 Cen
Building as a whole is considered to have separation on 3 sideswith minimum separation of 77 fE. from property line at north-east corner. Allovrable area is as follorrs:
Type II, croup D2- Basic (Table 5c)Fire Zone 3 (Sec 505-a)
Subtotal
Separation 3 Sides (Sec. 505-a-2)(77'20) (0.025) = 100t
Multiple Story (Sec. 505-b)
Sprinkler System (Sec. 506-c)
Total Allol.rable Area
Total area new and existing constructions isIn compliance.
Item 2
ter
11r300 S.F.
3,767--Tr;oEi-
15 ,06 7--To;Tvr
30 , r34
60 125860,268
120 r536 s.F.
46 r150 s. F.
Calculation under Item I based on automatic sprinkler systemthroughout as required under Sec. 3802-b-5 with conditionalexceptions listed thereto. Sprinkler system conments are asfollous:
A. Extent of sprinkler system not sho,rn on the drawings.
Submission of shop drar',rings for sprinkler system re-guired as noted under Item D-11 of Section I of this re-
Port.
B. Any areas not covered by sprinkler system shall have
smoke detectors as provided under Exception to Sec.3802-b-5.
C. Sprinkler main piping detail on Sheet pFp-3 does notinclude required reduced pressure backflow preventor.
D. Height of siamese fire department connections not shown.Per VaiI Fire Department all siamese connections sha1lbe placed 4r0" above grade.
Item 3
Per Table l7-A, roof construction for ezpe II buildings isrequired to be l-hour fire resistive which is providea Uyconcrete roof deck. per Sec. 190G, roof covering shall befire-retardant.
o
L CenVail Valley
Page Three
August 29,
I'ledica
L97 7
ter
I
A. Falsework of timber construction (above the concretedeck) to match configuration of existing roof is construedto constitute an element of the roof covering over thedeck. A11 timber used shouLd be fire-retard,ant treated.,which is not indicated or specifired.
B. Area of attics below falsework is.3185 S.F. each. Werecommend area separations as provided under Sec. 3205-b.
Subject to ruling of the Building Official.
C. No access to attic space of falsework is shown. We
recommend access panels per Sec.. 3205-a.
Subject to ruling_of the Building Official.
Item 4
On Sheet A2, egress from Door R1-01 is to a "court" as definedunder Sec. 404. This court is an "exit court[ as defined underSec. 330I-c and constitutes part of the "exit" as defined underthe same section.
Width of the exit court is 20 ft., hence rdquirement for openingprotection under Sec. 3310-d does not app1y.
However, Sec. 504-c states that for the purpose of determiningthe required wall protection and the reguired opening protectioncourt walls of buildings over one story in height. shall be
assumed to have a property line between them.
Table l7A requires grpe II buildings to have exterior non-bearingwal1s of 4-hour fire resistive construction. Openings in wallsare approximately 10 ft. frorn hypothetical property line andmust be protected as per Sec. 1903-b.
Since openings must be protected, no relaxation of requirementfor 4-hour wall construction is available under exceptions toSec. 1903-a.
Requirement is for walls and openings of both building addition
and existing building.
Item 5
Glazing:
A. Corridor windows Rl-32 and R1-33 should have wire glassper Sec. 3304-h. See Sheets A2 and A9.
B. Door Types E and F as shown on Sheet A7 should have impactresistant glazing. Glass is on the inside face of outswing-ing doors.
U
Vail Valley Medical Center
Page IDur
August 29 | L977
Item 6
North-south partition parallel to Door R1-04 j-s designated as
a smokestop partition. With reference to Section I-Item D-3'
any ductwork which may penetrate this partitj-on must have fire
darnpers activated by products of combustion as per Sec. 902-b.
It is recormnended that sinilar provision be made at portion of
corridor in new addition to the south of Door 1-10.
Item 7
No details for mechanical and el-ectrical penetrations shovrn as
required under Sec. 30 l-d-Paragraph 2.
Item 8
on Sheet A3, louver in south wall of mechanical room is shonn
6\ fL. from existing roof construction. Louver should be pro-
vided wLth 3/4-hour damper consistent with intents of Secs. 504-
c and 1903-b.
Item 9
A. Elevator shaft det,ails on Sheet A9 do not shor shaft
vented to the outside as required under Sec. 1705-d.
B. Elevator doors are specified under Spec. 14.1-05-i tobe "fire-rated." Rating to be IL hours Per sec. 1706-b
for 2-hour shaft required by Tab1e l7-A.
Item 10
No provisions shovrn for overflor,rr drains or scuppers per Sec.
3207-b.
Item 1l
Per Sec. 3303-h the floor or landing at doors shall not be more
than I inch lower than the threshold of the doorsray:
A. For Door R1 , as shol'rn in Section 17 on Sheet A6, there is
a 5 inch differential at the threshol-d.
B. For Door 2-03, as sho,sn in Section 20 on Sheet A6 there
is a 6 inch differential- at the threshold.
o
Cen
o
Vail Valley
Page Five
August 29,
Item 12
Medical
L977
ter
Exit ilLumination and exit lights:
A. Exit lights and exit illumination shcx,rrn are in compliance
with requirements of Sec. 3312 with exceptions noted
under Section l-Item E-2 and additions noted under Section
I-Items El and E5.
B. In undeveloped rental space, exit sign required at Door
2-03. Additional exit lights and exit illumination per
Sec. 3312 to be provided to suit requirements of subdivided
sPace.
C. Exit lightJ-ng in existing structure only partially shovrn.
Due to maze of corridors liberal use of directional exit
lights may be indicated; and if field inspection deter-
mines such reguirement, installation shoul-d be implemented
under Sec. 104-b.
Item 13
Design live loads:
A. Floor: 50 psf. in compliance with Table 23-A for second
floor offices.
B. Roof: 70 psf. which is in excess of 55 psf. local
requirement.
C. Wind: 25 psf. which is less than 30 psf. local require-
ment.
D. Seismic: No seismic analysis in structural calculations.
Our check calculations shorp that wind loadingr not seismic,
govern lateral force desigm.
E. Frost coverz 42" in conformance with local requirement.
Item 14
General note No. 15 on Sheet $5 lists maximum safe soil bearing
pressure as 51000 psf. Calculations are based on the use of
6,000 psf.
On Page I of Lincoln DeVore Soils Report No. L597I, GS-455, dated
June 3, 1977, maximum allor,vable bearing capacity is stated to be
4r500 psf.
v
VaiI Valley Medical Center
Page Six
August 29r 1977
On Page 11 of tl.e Report: "The maximum allo\,eable bearing
capacity given in this report should not be exceeded under
any circumstances. "
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Colorado Springs, Colorado 80907
(303) 632-3s93
Hom€ Olfice
VaiI ValLeY Medical Center
gox 35
vair, co 8L657
RC:
June 3, L977
SITBSURI''ACE SOI].,S INVSS TIGATIOAI
ADDITION lto
VAIL VALIJHT MSDICAI' CENTER
vArL' coLoRADo
ffi%
UncolnDeVore
1OOO West Fillmore St.
Gentlemen:
Transmitted herewith is the report concerning a subsurface
soils investigation nade at the.site of an additlon to
tbe vait valIe.y '"ir""i-"enter
in vail' colorado'
RespectfuLlY subnritted t
LDTL Job No. 15971r GS-455
cc: tlospitaL Blilg & nquipnent co'
27oO Highway 50 wesl P.O. Box 1427 1og Rosemonl Plara . P'O' Box 607
F"i6ro "CirJbiocg - - orenil[oo s-p?ings, colo 81ool tt't-oniroie. coto 81401 G-unnison'-cplo 81230
isb55iEliso-- rso3iels--odro' 1303)24s-7838 (303)&ll-2276
P.O. Bor t643
Rock Sprlnos. Wo 82001
(307) 382-28{9
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' ABSTRACT:
The contents of report are a sub-
sqrface soiLs investigation and foundation recommendations for a
proposed addition to the vail Valley l{edical Center in Vail, Colorado.
Although the Laboratory has not seen a set of construction drawings
for the proposed building, it is bel-ieved that it will be a tvro-
story addition to an existing structure and be constructed without
a baeement. The acldition is roughly 66 feet by I28 feet in plan.
After congideration of the investigation
and testing program described herein, it is our recommendation that
a shalLow foundation system consisting of continuous footings be-
neath any ezterior load-bearing walls and isolated spread footings
beneath columns be used to transfer the weight of the proposed
building. Foundations placed a minimum of 3 to 5 feet below the
present ground surface in Soil lYpe No. 1- may be designed on the
basis of a maximum allowable bearing capacity of 4500 psf. No
minimum dead load pressure will be reguired for foundations resting
in this soiL type.
It is reeommended that the structure be
well balanced. contact pressure€, beneath the exterior l-oad-bearing
walls should be balanced to within +500 psf at all points. Isolated
interlor column pads should be designed for unit loads of about
200 psf less than the average selected for the exterior walls. All-
stem wall-s for continuous footings should be designed as grade beams
capable of carrying their loads over a clear span of at least l-0 feet.
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all times. Water shoul-d
dlation materials.
Adeguate drainafmuEt be provided at
never be allowed to pond above the foun-
AlL floor slabs on grade must be con-
structed to act Lndependently of the other structural portions of
the building,
More detailed recommendations can be
found within the bocly of this report. All recommendations are
subject to the Limitations set forth herein.
-2-
GBIIIERAI,:
The purpose of trrll fo.r"stigation wae
to determine the general suitability of the site for construction
of a medium weight addition. Characteristics of the individual soils
found in the test borings were examined for use in designing foun-
dations for this strueture
The proposed strueture will be a two-story
additLon to the existing main building of the Vail Valley I'tedical
Center. The eonstruetion site is located on the north side of West
Meadou Drive in the extreme western portion of metropoLitan Va1L,
Colorado. Bhe addition r+Lll be eonstructed off the northwest corner
of the existing medical building
The topography of the site is that of a
relatively uniforrn hillside dropplng generally in a southerLy directior
towards Gore Cree!<, which exists a few hundred feet to the south of
this construction site. In general, most runoff is directed in this
southerly direction. However, the exact direction of drainage will
be controlled somewhat due to the existence of streets and other
buildings in the area. fn general, both surface and subEurface drain-
age are fair to good.
The foundation soils encountered on the
site consJ-st general-ly of alluviaL materials associated with core
creek, re!'/orked glacial outwash materiaLs, and reworked gLacial
I
morainal materials. These soils are ver? coarse in nature and
numerous boulder and cobble sized particles lvere encountered, parti-
cularly wlth ijcreasing depth.
-3-
Bedrock beneath Oe site consists of
the ltinturn Pormation. This formation is eharacteristically a serier
of arkosic conglomerate, grit sandstones, siltstones, ehales and
numerous carbonate beds. No formational- material hras encountered.
Ln any of the test borings to the depths drilled. It is believed
that the surface gravel and cobble materials are rather deep in thia
area and fomational rraterial can be encountered at apProximately
70 feet beLow the present ground surfaee. At this depth, it is not
anticipated that formational soils will affect the proposed buiLding.
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Six test borings ower e drlLled on the
site as shorvn on the attaehed Test Boring Location Diagrarn. These
test borings ri'ere pl.aced as cloEe as possible to loeations inCicated
by the cLient. f\'eo test borings (gest Borings No. 4 and 6) were
drilled ln the area of imrnediate congtruction. The remalnder of
the borings erere placed to the west and north of this slte, probably
Ln areas of future expansion. In any event, these borings were
placed in such a manner as to obtain a reasonabi-y good profile of
the subsurfaee soils. Although some slight variations were noted
from point to point, further test borings were not deemed neeessary
in ths area of inrmediate construetion. All borings were drilled
rvith a power-driven, continuous auger drill . Samples were taken
with the standard split spoon sampler ancl by bulk methods.
As indicated on the attached drillLng logs,
baslcaLly one scil type was eneountered in all the test borings
drilled. 5oi1 tlzpe No. 1 elassified as a silty grravel of blaek to
dark brown color. These materlals may best be described as a matrix
soil, situated between the cobble and bculder sized partieles en-
eountered on the site. Many surface boulders - 2 to 4 feet in
diameter - were noted in the general area. Boqlders in excess of
5 feet in size can probably be encountered at a very shallow depth
belosr the present ground surface. More precise engineering character-
sitics of this matrix material can be found on the attached sununary
sheet. The follorving diseusslon will be general in nature.
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O soil Type No. r clsffied as a silty
gravel- (Gtt) of coarse grain size. This is the predominant soll- en-
countered on the site and will be found nested between the boulders
and cobbles. fn general, it is non-plastic, of high permeability,
and of rnedium to high density. It will have virtuatly no tendeney
to expand upon the addition of moisture nor to long term consolidation
under load. It will settle to some degree, however, if it is over-
Ioaded. Characteristicall-y, settlements in granular materials such
as these are fairly rapid in nature and should be virtually complete
by the end of construction. In any event, if the allourable bearing
vaLues given in this report are not exceeded, it is not felt that
settlements will be very large. At a minirnum of 3 to 5 feet belo+r
the present ground surface, Soil Type ITo. I was found to have a
maximum allowable bearing capacity of 4500 psf. No rniniraum dead load
pressure wiII be required. This soil was found to contain a small
amount of sulfates.
Free lratetr lras encountered at 15 feet
below the ground surface in Test Boring No. 3 only. Beeause of the
verlr dense, coalse nature of the subsurface uaterials, only ?est
Boring No. 3 could be advaneed to this depth. Due to the proximlty
of the site to Gore Creek and Middle Creek, it is felt that the free
water table wilL be a permanent feature of ttre site. During times
of high flow in these creelcs, it is coneeivable that this free water
surface eould rise somewhat. The magnitude of increase could be
sufficient to affect the shallow foundation sy6tem of this structure,
particularly if a deep basement is planned on the site.
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I
previous work done by this taboratory
' in the general area of this building inilicate that the groundwater
! conditions are rather compl-ex in this portion of vail. rt is
il PossLble that free erater rnay be encountereil nearer the gurface than
t indicated above. Numerous buried channels and forner drainagewayg
g "xist in these terrace soils and anyone of these may tend to ehannel
| "ubsurface moisture.
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Since the type oade of the proposed
addition are not preeisely known to the Laboratory at this time, the
recomnendations herein must be quite general in nature. Any speeial
Ioads or unusual design conditions should be reported to the tabora-
tory so that changes in these recommendations rnay be made, if
necessary. Eotrever, based upon our analysis of the soil conditions
and project characteristics previously outlined, the foll-oaring
recommendations are made.
It is recommended that a shallovr foun-
dation system consisting of continuous fcotings beneath aII bearing
walls arrd isolated s-oread footings beneath columns and other points
of concentrated load be used to carry the weight of the proposed
addition. If foundations are located 3 to 5 feet below the present
ground strrface in Soil lype No. l, they may be proportioned on the
basis of a maximum allowable bearing capacity of 4500 psf. No
minimum dead load pressure will be reguired.
Due to the variations in particle size
encountered across the site, it must be recommended that the building
be balanced to lower the possibility of differential movement beneath
the structure. l.lost buildJ-ngs are invariably more heavily loaded
on some walls and columns than on others. The amount of this vari-
ation in Load can be guite high. The building should be balanced so
that tbe total stress on the soil is approxinrately the same around
the entire building. This can be accomplished by placing narrovt
footings beneath lightly loaded walls and wider footings beneath more
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heaviLy loaded *ul. If the building is *"O multi-story or have
a basenent, balanee should be accomplished using the dead load plus
approximately one-haLf the live load. Using this criteria, the
building should be balanced so that the loads along the exterior
walls are within +500 psf at aff points. Isolated interior col-umn
pads should be designed for unit loads of approximately 200 psf less
than those used on the exterior waIls.
In order to make the strusture somewhat
rnore rlgid and to spread the loads more evenly around the buildiag,
it js reeommended that all stem wallE of the building be designecl as
grade beams capable of spanning at Least lO feet. All grade beams
should be reinforeed continuously around the buil-ding with no gaps
or breaks in the reinforcing steeL unless they are speeially designed.
Beams should be reinforced both near the top and near the bottom,
with the majority of the reinforcing steel being placed near the
bottcrm of the beam.
Vertical reinforcing will not be reguired
in the foundatlon walls if these walls are relatively shallow. If
the walls will retaLn soil in excess of 4 feet in height, vertical
reinforcement should be used to resist the active pressures of the
soil against the exterior of the wall. For use in designing this
reinforcing, the equivalent fluid pressure of these soils can be taken
as 40 pef.
Where buiLding floor slabs are to be used,
they rray be placecl directly on grade or over a compacted gravel
blanket of 4 to 6 inches in thickness. It should be noted that most
-9-
of the granular mat€rial on
base material in itselft so
necessary. Eoweverr because
the site will .for:nr a reaeonably good
that the gravel Plld is not reaIIY
of the coarse nature of the subsurface
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materials, a leveling pad may be desirable' A vapor barrier is
reccmmended beneath anY floor
the exterior grounil surface.
slab on grade which will lie beneath
ell floor slabs should be constructed
so that they act independentLy of all interior colusms and bearing
walls. In addition, concrete floor slabs on grade should be placed
in sections no greater than 3C feet on a side' Deep construction or
contraction joints ehould be placed at these lines to facilitate
even breakage. lhis witl help recluce any unsightly cracking cauged
by ilifferential settlement to a minimum'
Adequate drainage must be provided in
the foundation area both during and after construction to prevent
the ponding of water. The ground surface around the building should
be graded so that the surface water is carried quickly away froro
the structure, Mininum gradient within I0 feet of the building will
depend upon the surface landscaping' Bare or pavecl areas should
have a minimum gradient of w" while l,anilscaped areas shoul-d have a
minimum gradient of 5%. Roof drains should be carried across back-
filleit areas and discharged well away from the structure'
To give the building extra lateral stab-
il.ityandtoaidintherapidltyofrunoff,al}backfillarcundthe
strueture and in utility trenches leading to the structure should
be ccrnrpacted to at least 90.]/" of the maximum Proctor dry density'
-10-
AsItI D-698. rfris taction ccutd be done "r;" the native soils
on the site as the backfill materials, if particles in excess of 6
inches in diameter are first removed. Compaction shoul,d be carried
out at approximately the Proctor optimum moisture content of the
soil, prus or minus 2/". Backfitr should be eompacted to the required
density by mechanical means. No water fLooding techniques of any
type should be used in the placement of backfil! on this sLte.
It ie recommended that the proposed.
addition not be rigidly fastened to the existing structure until
near the end of the construction seguence. As indicated ear).ier,
any settlements whieh will occur in the subsurface soiLs wiLt be
fairl-y rapid. ?he settlement should be virtuaLly complete by the
end of construction and differential movement between the addition
and the existing strueture wilL be very smal-I at that tirne. Also,
eare should be tal<en that the new foundation system for the addition
does not overload the soil beneath the existing foundation system,
The rnaximum allolable bearing capacity given in this report should
not be exceeded under any eirctrnstanees.
The open footing exeavation should be
inspected prior to the pouring of concrete to establish that proper
design bearing material has been reached and that no debris, soft
spots, or areas of unugually low density are located within the
foundation area;
Since none of the soils encountered on
the site were found to eontain sulfates in excessive guantities,
a tYPe I Cement can be used in all concrete whieh will be in eontact
rviti:r these soils,
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concerning the subsurface soils on this site have been covered in
this report. ff soil types and conditions other than those outlined
herein are noted during construetion on the site, these should be
reported to the Laboratory Eo that changes in recommendations can be
made, if these atre nesessarly. If guestions arise or further
information is regulred, pl-ease feel free to contaet the Laboratory.
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6AI,,.=C*SEbc THE LINCOLTJ-DEVORE TESTI}IG
COLORADO: Cclorodo Springs, Putblo, Glsnnood
LABORATORY
lryYO.Yi'IO: Rock Sprin6sy'tn fi:* #esrc.*
ffi,gl 'e6,#'-/t,
Springs, hlonlrosg, Gannison.
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THE LINCOLN.DCVORE TESTITIG
COLORADO, Coiorodo Springs, Pucblo' Glenwocd
L A 6ORATORY
11/YOlJllt0, Rock Springs
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Sprrngs, illonirose, Guanison.
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combinations of
often used and
as SPrlSM.
these slmbols are
are labeLed e.g.
SYMBOLS & NOTES
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fi Sltz Standard penetration drive
I Numbers indicate 9 blows to
I drive the spoon 12" into ground.
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d sT 2-L/2" shelby thin wall
I{ same}e
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I r. Nbtural lrtoisture Content
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lr* Weathered or Decomposed SoiI
I
+ Free water table
lY' Natural dry density
I r.s.-Disturbed sulk SampLe
l@ Soil type related to samples
,r, -, l- in report
trl ToP of formation
t
@ Test Boring Location
IA Seismic or Resistivity
I st.tiott
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Standard penetration Drives are
made by driving a standard 1.4"
split spoon samp)-er into the
ground by dropping a 140 lb.
weight 30". ASTlvl test des.D-I586.
Samples may be bulk, standard spli
spoon (both disturbed) or 2-l/2"
I.D. thin wa11 ("undisturbed")
Shelby tube samples. See log for
tyPe.
SYMBOL
GW
GP
GM
GC
sw
SP
SM
sc
!1L
CL
OL
MH
(f,{
OH
PT
SiJ-ty sand
Clayey sand
s ilr
Lean clay
Organic silt
Elastic silt
Fat clay
(High plastic)
organic clay
Peat
Ilard formation
(any type)
Geologic symbol given
e.g. Kp = Pierre Shale
DESCRIPTION
WelI graded gravel
Poorly graded gravel
Silty gravel
Clayey gravel
well graded sand
Poorly graded sand
UNCOLN-DcV0RE TESTING LAB0RAT0RY
COLIIRADO SPRINGS, PUEBL(l, COLORAO(l-NOCK SPBINGS, WYOMINGNOTES & SYMBOLS
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bal
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Top Elevolion
stcrT @y'4-sluy &E Jay/L
olwt
ea/tcE 7o.bzz
S/Lrl aeeleL
GH 6N
stlrv ,69/4,
neD.
6n
taz,c BP)t
.stLr y
62ny'e,
614
stL7,A{.EE 70 DE.
BEavdN.S/at)'rteM,c>"ar/eL,
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a4.3,I nAlvY
a\,@.1q25v/e <eeaa6' FtE?r.
s:t. ,wrs.,tr. laesE
4ad^'3?6Fql4,
F/41. e v'\ISIZ E€=a)r,t,
ai ='. I S/a7 Y 6o$
Pt 6sTtC,@ n#rc,
FEQaGNT'BAqEAi coecta
"l"t;;;:;*lD aY a.(i\ eo*wsY coae65,g. nr?glc
Q/ FzE?)e\
cbeta:onb EoclEE FoaB!.6,
.EJte.gtE?S
72 l0IOs*r€o"'71
s/oa 64/eo/ z6ss
&LESt@.
l5
EF&r---4tc7eg/u7€
s/.7/ 6Pn&
15
@/ y'eh t'l?'
pot-Ezs e€6re
0 20
25 25
30 30
35 35
40 40
LINCOLN-DevORE TE STI NG LABORATeRY
COLORADO SPRINGS-PU EBLO, COLORADODRILLING LOGS
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Secxr'N5 f aov oael.| .Mns, '{$.?
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tn IO
15l-f,
2za 20
z2 25
30 30
35
401C
LINCOLN-DeVORE TESTING LABORATORY
COLORADO SPRtNGS-PU E8LO, COLOI?ADODRILLING LOGS
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Eci.l Salrple GM Test No. 15971. GS-45:
Date 5/LO/77PtoJect
Sa=ple Locatlon Test by siqs
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SILT TO CIAY
Nonplastic to Plastlc
Slerre Size % Passing
Sarlple No.
Speclflc Gravit
Molsture Conten
Effectlve Slze
Flnenega !4odulus
t/z:
to
20
40
Sulfatea 500+ ePe
LINCOLN-DEVORE TE STII{G I,ABORA?ORY
COLOR\DO SPRINGS, COTONADOGRAIN SIZE ANALYSTS
3.-, \
DATE OF ilIUETING:
MEMBENS PRESE}IT;
ACTION TAKIJN BY BOA
APPROV]lD:
'I
RIVINW BOARD
,o
DESIGN
SECOMED BY:
AGAINST:
ABSTENTION:
DISAPP]IOVUD:
SUIItrIA}iY:
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tNsPECTlol
TOWN OF
FIEBUEST
VAIL
DATE
TIME
JOB NAME
RECEIVED-..- AM PM CALLER
! ornen E panrtnl.
READY FOR INSPECTION
WED THUR FRt--.......---.--er,l PfutMON
GOMMENTS:
TUE
E} npp RovED ! orsnppRovED D netNSPEcr
E upor,r rHE FoLLowrNG coRRECTIoNS;
CORRECTIONS
Best
copy
Available
DATE
oo oa
Town of VaiI
FT,NCNIIICAL PERMIT
Date of
N9
Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
Total Fee
240
$............-...............
$-.. 5.d0- :-4 -b-.. -......
0........d4 :.4-.........
Plr! Chcckcr
Received By
THIS
.tOB
FORM TO BE POSTED 01{
SITE DURING CONSTRUCTION
24 HOI'RII ADVANCE NOTICE
REQT,'INED FOR INSPECTIONS
rc.7--Q..............
Electricatcontractor-....k.0r-{*:-g.r--e-c.
APPROVAI,S
1rr :. r. iaaa ! co,, orrivar !roalz
rNsFEcl}lru FIEOIJESiT
VAIL
JOB NAME , ,,:
TOWN OF
DATE
TIME RECEIVED- AM PM CALLEF
fl orsen E pnnrrnl. LocATroN
READY FOR INSPECTION
TUE FRI -AM PM
COMMENTS:
WED THUR
El xpF nov e o E orsRppRovED ! nerNsPEcr
f] uporu THE FoLLowlNG coRRECTIoNS:
CORRECTIONS
Best
coPY
Available
INSPECTOR
DATE
TNSPEGTIq]
TOWN
FIEBUEST
F VAIL
DATE
TlME
JOB NAME
RECEIVED- AM PM CALLER
E orren ! penrtll.LOCATlON
READY FOR INSPECTION
WED THUR /iii--+.--di pvrMON
GOMMENTS:
TUE
WApp RovED ! otsnReRovED
-^1/.gj-APON THE FOLLOWING CORRECTIONS:
D nrtNsPEcr
CORRECTIONS
-,- . .,.-,/r..
-i t. .,'---. t.-+---t P -
INSPECTOR
or
JOB NAME
rNsiPEcrlQ
TOWN OF
FIEOIJESiT
VAIL
E ornen n panrrll. LocATroN
READY FOR INSPECTION
I orsnppRovED f] nerNsPEcrElnppRovED
DATE ,'-//-i- ',1r" --',/':.
INSPECTOR
o ,/'II\IEiPEGTI.U
TOWN OF
FlEEUEST
VAIL
DATE
TIME
JOB NAME
RECEIVED- AM PM CALLER
r*
E orxen D penrrel.LOCATION
MON
GOMMENTS:
TUE
READY FOR INSPECTION
WED THUR
i
FRI-aru ill'.."
q
s\\s
'.\
l\.
tr APPROVED
CORRECTIONS
! orsnppRovED fl nerNsPEcr
l-tIJ UPON THE FOLLOW!NG CORRECTIONS:
N
\
\
\
DATE
INSPECTOB
o
Ll- l' rl
,. l:l-t-l
eleYator company
MOLtNE, tLLtNOTS 6r26s
:,12 : 40
December 2, 1975
City of Vail
P.0. 8ox 100
Vai l, Co I orado
Attention: Mr. Ben Strahan, Chief Building Inspector
Subject: Vail Valley Medical Center - Vail, Colorado
Elevator lnstal lation - CP-35782
Gent I emen:
This is to certify that subject passenger elevator equipment instal led in
subject building was manufactured and installed in accordance with the
American National Standard Safety Code for elevators, dumbwaiter, escala-tors, and moving walks ANSI Al7.l - 1971 .
Should you have any questions concerning the installation of this elevator
equipment, please feel free to contact me.
Yours truly,
"-K*, &4^Y
Ben Malmber1 /
Const ruct ion Super i ntendent
BM: yf
cc J. A. Hyder Construct ion Conpany
4850 Jackson Street
Denver, Colorado 80216
Attention: Gary Gehrig
dependable elevators and escalator s
VAIL VALLEY MEDICAL CENTER
Box 38
Vrll, Colotldo 816t
T€lophone 1;lE-245'
Jtily 2la, 1-.975
Diana Toughill
Tovrn of VailBuilding Department
P.O. Box l-00Vail, Colorado
Dear Diana:
In regard to our conversation of JW 24, ]"975 Let ne
apologize for the misleading terninolory on our plans
submitted for remodeling. The tern rfSurgical Treatnent'l
refers to a room where patients are treated for minor
cuts and scrapes. UJany patients may receive sutures but
the room is neither intended nor designed for the use of
anesthesia. Therefore, no non-ambrrlatory patients will be
using this area.
The term rrCast Roomil is another common term for a doctorrsoffice makeup. This roorn is not to be confused with an
area where fracture patients receive their first care.
The room is used for- folfow-up visits by patients who
were casted previously and now need their cast changed
or repaired. Again, it is not intended to be used for
patients who are non-arnbufatory.
I hope this clears up any confusion we may have caused
i.'l:ith- our terminolory. Feel free to contact ne if you have
any further questions.
Yours sincerely,
VAIL VALTEY MED]CALA-z
Charles F. Tubbs
Administrator
cc: Rod Dauis
Hugh Hyder
CFT:ks
---l-.'-'--: -a'r|q
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DAnE rsG8E 19, 19TJ 6 uaaenr
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hl5il{ill
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FILE NO,
ATTENTPN
SUEIECT
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NESSAgE
mlsfix, sr c[B cleT rf gB r!iltl! cl I
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REPLV
, !i,:,'f DATE OF REPLY
SrcNED
t tlit,t- l'Hor;( d L
C-t'l iiv (
'
RECIPIENT: WRtfE REPLY, RETURN WHITE fO EENDER. KEEP TH|S PINK COPY'
Uo
Town of
E,I.,ECIRICAL
Vait
PERMIT roru"-" M/L VAtltl ilmt*zfut*
Electricar c ontnctor.... y'(F. 19- D. &. LL Et-gc n ...........
epprica,t../.-dEt/.. If,+r.94/.: L
stsastare t/ "/
APPROVALS
N9
Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
Total Fee
166
$............................
tle.e.e.6J$ oo
$.7-.2.."--.9.....
g-2-2.-,.--a-.---:a..-.--
s./..4-9..r...a.o.
Pl.n Cb€cter
:::iffii;77'rirftn,/-1-";f
THIS FORM IS TO BE POSTED 01{
OB SITE DURII{G GONSTRUCTION
2t HOI,JNS N)VAI{CE NOIICE
nEQLTnED FOR INSPECnONS
tta a. t. Hatlrtr lc.r tallvla l!illl
GENTLEMEN:
J. A. HYDER CONSTRUCNON OO.
4850 Jackson Street
DENVER, COLORADO 80216
Phone (303) 399-r'rc5
'Towr,. oG Vp.t.
LETT'ER @F TRANSNfl ITTAL
the following items:WE ARE SENDING YOU
96ro, dnwings
tr Copy of lettcr
y'nttacnea
E Prints
E Changc ordcr
n Under separate cover via
E Plans ! Samphs tr Specifications
tr
oo"
'?.5 Iru ? s JOB NO.
ATTENTION
V*ru V*cuzv I
coPrEs OATE NO.DESCRIPTION
I Llaontxt*o;= Sc+teoor-.e Fscr- V*tu V*uuev
fYlEorcrAn- @tta€n-
THESE ARE TRANSMITTED as checked below:
E For approval ! Approved as submitted
I Approved as noted
D Returned for corrections
I Resubmit-copies for approval
! Submit
-copies
for distribution
fl Retu rn
-corrected
prints
6or your use
fl As requested
E For review and comment tr
! FOR BIDS DUE 19- ! PRINTS RETURNED AFTER LOAN TO US
REMARKS
ftt*f we <exro A c,oeY or -I'r+tr -fcatcpve-s -T-o Ysr:n- dPFtc-rs.
COPY TO
SIGNED:
htf-bFbl*,Et-,b,lt arcroaurta raa nct D tdad, liadly notirt! tta at onca-
J. A. HIDE}? CONSTRUCTIOI{
4850 Jackson Street
DENVER, COLORADo 80216
Phms (303) 39914{Xt
Tuvu r., oF Va t,-
LETTER @F TRANSNflITTAL
o^" t5 I." ?r, IJoB
No'
*'' \/A,. Vae uE'r i|',c Dr cA.t C c".ir.,r-
the following items:
! Samples ! Specitications
.
c[).
TO
GENTLEMEN:
WE ARE SENDING YOU
{snop drawings
tr Copy of letter
t'Attacned ! Under separate cover via
tr Prints D Plans
E Change order tr
u tLri I r-1 G, -l)r r*..<-i
coPrEs DATE NO.DESCRIPTION
\-j-\A ao r,rza a.t 5c rtc out_e Fi:,t- VA , u Vl uut v
f)lF ir,. o^.- t-la-^.,; e A
THESE ARE TRANSMITTED as checked
n For approval
',.E/For your use
! As requested
below:
D Approved as submitted
E Approved as noted
! Returned for corrections
E Resubmit-copies for approval
tr Submit
-copies
for distribution
E Retu rn
-corrected
prints
! For review and comment
! FOR BIDS DUE 19- ! PRINTS RETURNED AFTER LOAN TO US
REMARKS
'-i ?l +T \A/ G r.FN!, A. c.-oiY r:l -l-L{ r < fa !*i.j vr - -i/. Y-.',i (,i i=(ctr
COPY TO
SIGNED:
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PLUMBTNGi/MECHANTCAL PEltMlT
TOWN OF VAIL
D^rE /u'/tr. //zs'
roB NAME
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OWNER ADDRESS
coNrRAcron /Lz:ruood Soer;ta< z4ea4. pHoNE /45= t4l
OF BUILDING:
oF woRK: I nEw E eoornoru fJ nenaoorl ! nepnrn
RIPTION OF WORK:br
MEGHANICAL: NUMBER
VALUATION $ALuAnoNs #+,Looo9
PERMIT FEE
E appnoveo E olseppnoveo
ToTALFEES, r 4{
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PLUMEilNGI/ MECHAT\ilCAL PEFIMIT
TOWN OF VAIL
L-.-r, /&-,.-a { S, ,tz.
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TOTAL FEES: $
V,c /4,tu,G-, *..
puone?y'd- 62J<)
OF BUILDlNG:
oF woRK: D r,rEw E noornoru #nooet E nepetn
RIPTION OF WORK:?fu- - /&-rrL.'t7ev
PLUMBING: NUMBER MECHANICAL: /.NUMBER
VALUATION $vALuAiloN sVlqooo
FEMARKS:REMARKS:
,a
PERMIT FEE ,.-#;=.Yr*,'fa ^'lfXILW
- r ll hp
Ir
E orseppnoveo DATE
rNsFEcrreu
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JOB NAME
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E nerNsPEcr
Best
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INSPECTOR
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TOWN OF
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t''DATE \'', '-'ttz , ' JOBNAME
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DATE
INSPECTOR
, .INSPECT'.N REEUEST
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DATE
TIME RECEIVED- AM PM CALLER
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d,sep Rov E D E orsnppRovED ! nrrNsPEcr
! UPOT'T THE FOLLOWING CORRECTIONS:
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CORRECTIONS
DATE t.i
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COI,IPRTSS IVT S TRENGTH REPORT
CL IENT NO
(.A B NO
CONCRE I€. CO
CON IRAC TOR
LZ I- L
Porto Mix
J. A. FIyder Construction Company
Vail Clinic AdditionPROJECT
TRU()K No 511 rrcKEr No v3569
rtLrE M1r16 7:00 ARRr vEn 7:10 o.oaED9:30
LOCA'T ION OF PLACE MEN T IN STRUCTURC Footers for Elevator Shaft.
,b4
s
€
cu Yos Pr.AcEo.., -9/3___ cu yos
TRUCK I-OADING
yvA TER cDNTENT... _____ e ll,/r_o
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TIME OF TE.ST..,.
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l-0:00
COARST, AGGREGA TE-- I'CY
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7 /rr/ 7s CONCRETE TEMP.
.JOB
LAB
A 1 R T€MP.
.rOB 75 oF
oF
oF69
wATER-CEMENT... RATto FRESH coNc. wr.. 140.5 f CF
MIX NUI,IBER CEMENT CONTENT..5! >K.f- cY
\/ atl-:r--:-
.JOB S I TE
1.5-3/4n
3/t+t _ft4
l4
SPEC I ME ru ruur',reEn 127-1
OA TE TESTED
NUMALR OF OA\ S CURF. T-)
o I MeNS tONS, tNCftES
STO. CYt- INOER=OrX Iln
SP EC IME N WE IGHT,POUNOS
BSSD oeNSrrY, li0F
--___--__
AR EA OF CYLINDf-R, IN,
S To. CYt- | Nt)t-P=2t).i'i lrr2
sPEC I rl Jp S rR_tNGTHr i-S I
TYPE OF FRACT(JRE:
l) DtAGoNAL sirg4p12) coNE
)) vERrrcAr.
z-I 3- 14
1/'tA/-7E,7/2s/75
t't
26.94
137.0
28 .27 28.27
61800- ^;^.-ZIt'D
12000
2547
3000
-_1--
-!l-6-.-s -
28.27
-300_0
I
1909
I
REMARKS
SnuprED By G. Manzari TesrEr, e., G, Manzari s- _ -_- __, _i | (,NEO
F oRM (;-l
coNCRETF eLp TFSr nNp
COI',,IPRESS IVF STRFNGTH REPORT4O0 rBrtxr da(e
cdo.ajo lgrrgs
ccb.dic 00917
30J.5S5.15!7
lGJl rarh lrrrroo€p o box flta -
vd.<cbodo O1057
303.475 0297
OU oton
CL IENT NO
t-A8 NOrodi \^€51
CONCRE TE CO
CONTRACTOR
PRO.JECT
TRUCK NO
T I ME
^,,1
| XEO
t.t-11^STRUCTURE WqII)
127-t
r27-t- (7-L2)
PorEo Mix
J. A. Hyder Construetion Company
Vail- Clinic Addition
sll rtcKer No v3629
-]g{fran 1u.o lor 1-gLAcEo 10:30
for New Elevdtor Shaft.IN
n9tneenng
LOCATIOIJ OF PLACEMENT
kj
fl
,=.
cu yos pLAcEo... 1/40
TRUCK LOAOI NG,..
WA TER CONTENT...
-
WATER-CEMENT....
-
AOM I X TUR E. .
CALC IUM CHLOR I DE
MI X NUMAER
SP T,C IF ICAT IDNS..
DESIGNEO 8Y.....
CU YDS
CU YOS
enl,/uo
RA T I O
AEA
oz/Yo
t:
OA TC OF TEST..
TIME OF TI,ST..
7/LB/7s CONCRETE TEMP.
1'l .'ln .roB
LAB
AIR TEMP.
oF
oFo.+SLUMP-INCHES...,4,
FRESH CONC. lVT.. r-Jl.(J i ul-
ENT.\ AtR CONTENT 5.9 /.rOB 75 oF
SAMPt-E cuRlNG... l€b'
IVATER AOOEO.GALS PI.ANT
CEMENT CON TEN T. .
-
PCY
COARST, AGGREGATE PCY
F INE AGGREGATE P CY ---__-_.-_
.,OB SIIE
1.5-3/4n
3/t1n -rt4
i4
SPECIMEN NUMEER T27-T
OA TE TE S TEO
NUMBLR OF OAYS CUREO
TYPE DF FRACTTIRE:
1) DtAGo$rAL sHEAR2) coNE
)) vER r I cAt. sPr, I T
7/ 2s/ 7s 7/2s/7s
D IMENS IONS, INCHES
STO. CYL INDER=b[X 12rr
SPEC I MEN WE I GHT,POUNDS
BSSD oe,rusrrY, PCF
AR EA OF CYL I NDER, IN3
srD. cvr- t r'rr-rrp=28.2? | N2
TOTAL TEST LOAD TPOUNOS
coMPRESS I v€ STrlr_NG rx,PS I
SP E c I F I € o S TR E N G T H . P S I
63800
REMARK S
,., G. Manzari C r{anz,cri
TE S TED BY -' ..""-"S I GNEOSAMPL ED
Fonv C-1
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fr
40 lurlxJ. do(e(oof60i sflr{A
cctvdb - 80917-\.13 .- -:A6 . 75!7
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voJ.'.obodo.01057
JO3 475.0297
goNCRETT Fop TFST nNp
COI'4PRTSS IVF STRFNGTH REPORT
t27-ICL IENT NO
t.A8 NO
CONCRE TE CO
127-r-(7-]-2)
Porto Mix
coNrRAcro"_j. l. Iyd"t Co^rt"""tio" C y
,t a f ISoil G fOundati,cn pRo,rEc, Vau_c_1_iti9_199t!f9l_
dngineefing rRucK ^o l1l= --- r rcK:'- lo v362e
TrME \,r1 x1s r0:06"r r ueo 19_:l_Sleceo 10:30
LocATtoN oF pLAceMENr tN STRUcTuR, Walls for New Elevator Shaft.k,
.gf
CU YOS PI-ACED.7/ 40
TR UCK LOADING...
tl,A TEft C0NTENT...
--WA I E R - C E V E N T
ADV I X TURE..
CALC I U[t CHL OR IOE
M IX NUMEER
sPtc lr lcAT I oNS..
r)tstGNED gY.....
CU YDS
CU YOS
e nu,/t- o
RA T I O
AEA
oz/ yo
t:
OA TE OF TEST..
TIME OF TEST..
7/re/7s CONCRCTE
l1: 10 .roB
LA B
AIR
JOB
sLUMP-tNcHES....4U
F I N€, AGGREGATE.
oFo.+
TEMP.
oF
TEMP.
75 oF
FRESH CDNC. IVT..'I ?7 A FCF
ENT. ArR coNrtr.rt 5.9 X
T .LsAVpt-E CUR lNG. . . -ou'
It/ATER AODEO.GALS Pt-ANT
CEMENT CONTENT..
-
PCY
COARSE AGGREGATT- PCY
PCV
.,OB S I TE
1.5-)/4'
)/4" -i4
i4
SPEC IME N NUMBER I27-T
DA TE TESTET)
NUMBLR OF OAYS CURET)
OIMENSIONS, INCIiES
sTD. cvL I loEn=6rrX12rl
SPECI MEN WE I GHT, POUNOS
AReA OF CVL I r.rDIR, I r.r2
S TD. CYt- lNr)EP=28,2? lN2
T0rAL resr LolC_,P!rrlog
COMPRESS IVE S TRLNG TH ,I- S I
sPECr F I ED STRENGTLLI_!
TYPE DF FRACTI,'RE:
1) D r AGoNAL sHEAR2) corue)) vERTrcAr- spr"tr
REMARKS
138.7
zQ. z I
6 3800 77200
?251
3000
273L
7/2s/75 a | 1 | -7a7/ 2s/ 75
BSSD DE NS t TY, PCF
54000
,.', G. Manza ri ,.. G. Manzaril c. ) t L L/ o t
3000
S IGNEOSAMPL Eo
Fonv 0-i
ra:: i''i)
127-I
127-1-( 13-18)
Porto Mix
s
f,
{-
rI. A. Hyder ConstrucEion Compgny
Vail Clinic Additionf(-) ;i
,!:,r.735 .,
8:45 .. 9:15
SLab on Gradel Basement
v3558
' ,r 1_0i4? _
around Elevatork/
laro'
sf
.7/ 7
1
:i7/24/7s
11: 30
IEMP.
oF
3L
'l 4't g
4.1
Lab.
t4
r E''lP.
82. _ "f
CAL: I Li'.i (. i.t
i/!l/ AJ(J.r,r. i,,
:iPLa;li l. q. !
l'f: I | ,;t.li t.t ,
a,' ;
sL sk.
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1t-
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SPEC I r,rf,r,j [1/ | I
3SS0 orri: r T\.
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TOTAL TE:iT t
13- 7
7/ sL/75
sEd
27 ,58
]-4-7 , 15-14
7/3L/7s B/7/7s
qFd
27 .42
srd
27 .43
139.7
28.27
BBOOO
3113
3000
I
COMPRESSIVE :
SPEC IF I ED ST
TYPf Qs 6P46
1) o tAGoNAL
2 ) cor'rr:)) vERTrcAr
REMAqKS
t
140.5
28.27
76000
2688
3000
I
1 jg 7
28.27
7s200
2660
3000
I
Best
copy
Available
Slupceo
FoRM C-l
By G. Manzari G. Manzari
coNCRrrr Flp-TrsT ^*ty'COl,'1F'RFSS I VF- S TriihGTFr Rtt-CRTLllic | (n'(, .a)( y
a.-r-rd(l. ',1rft-t
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1tI)1 ii Urlr Jf (r ndj€ roal \^,ie,,t
o o Lux i9ld
vri cokrd'cb 01057
.rrlJ ,lb 0']?/
\+
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'NT
NO
l. A it r'J o
c0NcRt Tt co
CON TRAC TOR
127- 1-( 1-6)
T27.I
Porto Mix
J. A. Flyder
pRoJECr Vail Clinic
Construct_ion Company
Add it ion
TRU(]K NO 511 r tcKE T No v3568
r I ur v r xrr, Zi99 -r"r r ver_l_l!_rr ncr ,9: 3o
r-OCA'T ION Of FLACLr'lENT lfJ STRuCTURL Footers for Elevator Shafc.
G foundation
,2ngrneering
(r/
a
5f
CU Yt,5 Pl-ACtO CU yr)S f.A Tt. 0F TEST 7/11/-7\CONCRETL T€MP.6/6
10:00TRUc( L oADlr'JC... 7-*---_
YJA TEI( CUNTE.JT... -
WATTR-CLVEITT
A0MIITURt_..
CALC I Ur',i CHt-OR I
I,| I X NIJVBER. . . .
SPEC IF ICA T I ONS
t)LSlGltE{'t i3Y..,
T IVE OF TLSI...
SLUMP-INCHES...
FRESfi CONC. f/T.
EN I. AIR CONT[.N
CU YDS
oar-,/t-O
RA T I O
AEA
o z/ u o
oF.JOB
oF
. 140. 5 i. Ctr
-al"tI z. | .'
LAB 59
A IR TEMP.
.roB 75 oF
ot
sAMPr-E cuR rNG. . . !ab-.-
f',A TE R ADDED-GAI-S
CEMENT CONTENT. .
1/1A/7q 7/25/7s B/B
PI.ANT T2
PCv
JO.B S I TE
1.5-)/4u
'j/4n -ltt
t4
\/4n
r I NE AGGR€.GATE., _____ FCY
cOARSI AGGREGATE--.-- i- CY
3- 14
" ^.*;';.;;, , ".;;r- i
137.0
')14
Sr:ro. !-_!ItirlL_:=:,"^!z" .,'1--
sPECt\,rEN _{_rL9"rrt Orrrr _s I- - --'-r -
sSSD ou_st_ry_r ,l_.!i j- ---- !
AREA oF cyr I Nr)r R, I r,r 2
i
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iSPECItJ!r] lTtLN,jTrirr Jl ;
TYp€ Or FpACTTJRE: i
1) otA(,oNAr- ,, uroo I
2) coNE
)) vERTrcAr :,;:tT j
REMARKS
srd Std srd
26.94 26.9229
11
2B
62
z
3
1
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27
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137.1
28.27 28.27
51800
ZIOO
309g
1
t
2B 5- 28 6-OPI
/1c B/B/ 7s B/2s/ 7s
tr 28 45
rd srd srd
R1 26.9I 26.96
137.1 'l ?? ?
.27
|
I
ooo-]
- -1829 ,
28.27 28.27
8.9099_
2829
82000
2900
000 3000 3000
I I I
G. M9n-zari .Ti.iler,t,, c. Manzari .-;t.,Nrr)SAMPLTIJ i'Y
F ORM C-I
I 'trcorucnrrr Olo rEsr nruo
4O0 lld{m(
co*yodo sgrxr
coorajo . 609t7
303.5n6.75a7
1Gl'l rct rh frr:rxooe roai v,esrp o bor. fud -
vd.cof:odo.04657
303 .4r5.0297
CL IENT NO
I.AB NO
CONCR E TE CO
CON TRAC TOR
PROJECT
TRUCK NO
T Itvl€ l\,IXEO
COI,IPRTSS IVT' STRFNGTH REPORT
I27.L
L27-r-(7-L2)
Porto Mix
J. A. Hyder Consfruction Company
VaiI Clinic Addition
511 rtcKEr Nov362g
l0 : 06o, 3 u6o_10: I$L AcED 10: 30
Soil
LOCAITON OF
o
l.t./.e
foundatron
Angineering
PLAcEMeNT tr! srRUcTuRE walls for New El-e\rator Shaft.
(t
fl
F-.
DA TE OF TEST..
T IME OT TEST..
.7/rB/7s
11: 10
CONCRE TE TEMP.
.r0B
cu yoS pLAcEo... 7/40
TRUCK LOAOING...
YVA TER CONTENT...
--IVATER.CEMENT...
ADM I X TUR E . .
CALC IUM CHLOR t DE
MI X NUMBER
sPectFtcATt0Ns..
OE S I GNED 8Y.....
CU YOS
CU YOS
ca u,/r- o
FATIO
AEA
oz/ vo
tu
64
oF
oFsLUMP- tNcHEs .... 4\
F I NE AGGREGATE
FRESH coNc. wr.. 1j7.6 f Cr
ENr. AIR coNrErur 5.9 r'
sAMPr-E cuRt"a... Lab.
IVATER AOOEO-GALS PI.ANT
CEMENT CONT€NT..
-PCY
COARSE AGGREGAIE- PCY
LAB
AIR TEMP.
.roB 75 oF
PCY
JOB Srr TE
1 .5-)/4r
3/4r _14
t4
sP Ec I ME N NUMBER L27-l 7-7 6-t 9- 14 10- 28 11 .28
OATE TESTEI)7/2s/ 7s 7/2s/75 8/r/15 B/15/75 B/r5/ 7s
NUMET.R OF OAYS CURED ')l4 28 ?B
olMeNSloNS, I NCiTES
STD. CYL t t'tOER=6rX l2x
srd srd srd sEd srd
SPECIMEN WE I GHT,POUNDS 27.t5 27.22 27.02 27 .IT 27.L\
ESSD oeNSI TY, PCF 138.3 I38.7 137.6 138.1 138.1
AREA OF CYL I NDeR, tNe
STD. Cvl tr.roen=28.27 lNa
28.27 28.27 28,27 28 .27 26. z I
I0TAL TEST LOAO,POUNDS 54000 65800 77200 94 000 95200
coMPRESS I vE STRL.NG rn r[rs I 2264 2257 273L 3325 3368
sPgctF t€o sTReruerx,FSl 3000 3000 3000 3000 3000
TYPE OF FRACTURE:1) o t lcor.raL sHEAR
2 ) cor.re
3) vERTlcAr. sPr-tr
I 1 I 1 I
REMARKS
,, G. Manzari C M.anz4 1jTESTED S IGNEDSttrlPt Eo
FoRM C-l
St
S,
11 ';Dt;
_ -
t27-L
tzt-t-(13-18 )
5rrl
Company
kt
a
Eof
,. t i- r'r Il ..i.
Shaft.
Vail Clinic
735
B:45
SIab on Gradel
Ai:, ". 7/7 j/24/75 . ,.i.rr rEMp.
r ,. 7 , 11 :30
Lrl- zd
B/2r/7s
I7-28
B/ 2r/ 7s
srd
27 .55
, 140.3
28.27
I i)Tf VP.
82 of
3/ 4tt- 17 *n -41
I
!
74
oF
oF
, L2-7-I 13-7
7/ 3t/ 7s
srd
27.58
I40.5
28 .27
76000
2688
3000
1
t4-7 15-14
7/3r/75 8/7/75
srd
27 .42
139.7
28.27
75200
Z bbU
3000
't
srd
27.43
'l lq 7
28 .27
88000
3113
3000
I
srd
27 .52
1An '
28 .27
I
1-_-
i
P
SPECl r,,,'-N /rf li,|rIri f ' '
ESSD ot r.iS I Tv r ,i,i
TOTAL TEST r L',i ,'.
C0MPRESS I VE SIr;r,', 1x
SPEC IF IEC STRIN';T.,.I
TYP E OT FPACT.JI-IT.:
1) o I AGoNAL IjHI ArrZ) coNr
T vERTtcAt. strr t'l
RE^/ARKS
100000
3537
3000
1
99200
3s9e_
3000
SAMP L Eo
F nPM f -l
6 y G. Iulanza ri
BEST
COPY
AVAILABLE
PorEo Mix
,T A lJrnl ar
3\
141.9
, 4.1,
Lab.
G. Manzari
HEDULEDETAILSfon
HARDWARE
DOORS
AND FRAMES
t
Page li
1 3/4"-'ifi!!El l{D HlrF RII-180
13/4rr-lldl-Hcl t{D &lF RIt-180
x I 3/4rr-'1f,{ub$
x I 3/4rr-'lSltlcl
x 1 3/4||-'!rrQt!+
x I 3/4'-Hrtsl
x 1 3/4"-rEtE1
x 1 3/4[-ilalltliltd
m nMF IJt-180
r{D Hr'rF Ln-180
}ID UMF RH-180
l{D Hl'tF ffi:f 80
rD IMF LH.9O
IID IilT RH.9O
I Dr.
I Dr.
Coff.
Corr.
114
1.14
to oftlce 107
to unasslgned
108
to Exao. 109'
to Exam. 110
to Exam. 111
to Exam. 112
to Consulting
113
to Pediatrlcs
115
to Pedlatrics
116
to Exan. 124
to Exam. 125
to E can. 126
to Earn. 127
to Exan. 128
to Exem. I29
to una€8l8ned
130
Butts
Latchsets
Cloeere
Sl lencere
Lockeet
-r-
3r0l| x 7r0rr
3r0'' x 7r0r,
3r0r x 7r0n
3r0'' x 7r0''
3r0|| x 7r0rl
3r0|| x 7r0rl
3ror x 7r0rl
3!0|| a 7.011
3r0r x 7t0
3r0r x 7l0tl
3r0|' x 7r0rl
3r0r x 71011
3r0r1 !( 7r0rl
3.0r x 7r0rl
3r0'' x 7r0rt
3r0n x 7r0|l
884101 - 4
D10S - Lun
4113 - Reg.
1337A
D51PD - Lun
1Dr.
I Dr.
I Dr.
I Dr.
1 Dr.
I Dr.
L Dr.
1Dr.
1Dr.
1Dr.
1 Dr.
1 Dr.
I Dr.
I Dr.
Corr. 114
Gorr. 114
Corr. 114
Corr. 114
Corr. 114
Rn.
Corr. 114
Corr. 124
Corr. I24
Corr. 124
Corr. 124
Corr. 124
Corr. 124
Corr. 124
Corr. 124
24 pta,
^
l5
16
48
t
r 1 3/4rr-rt!Lt!t!+ ltD UUf LU-90
I 1 3/{rr-rrffihl, l{D ll}lF LH-180
x 1 3/4rr-tldl*l llD nMF RIt-180
x I 3/4rr-rrdlr!u* tfD lll{F Llt-180
* 1 3/{'t-rtfllfilrl- tlD m{f RH-180
x 1 3/4rr-rrCl*l tD HMF RII-180
1 t J/4'r-rrdr.***5ilD HMf LI{-I8O
1 I 3/4r-'|rd|.hlrl- I{D IUF LE-90
r,.
- 4\ x 4\ - vtus\ €oc^'J2
- O-r.r-r*, ' OO 3(f
- stat - ,,/lrs Doo 4
- 4-965-8T!{!i (Offtce r07)
u+qts ees t<.r trLg,(
?oatf ,
Pege 2.
-2-
1 Dr. Lab. I18 to Toltet 119 # * 7'0" x L 314' rD HMF LH-90
1 Dr. Lab. 121 to Tollet 120 ttb * 7'0'r x L 314" l{D HMF Rll'90
1 Dr. Menre Toilet 105 to 216" x 7r0rr x L 314" llD llMF LII'90
Janitor 105
1 Dr. l{omenrE Tollet 132 to 2t6tt x 7r0'r x L 314" wD [Mr rut-90
Nursera Drees. llff
'3.zA6 irrg. Burt€. 4181 - 4 - 4\ x 4| llA{S
4 Privacy iltOS - Lun ' 4-965-SSiS
Sets
4 llall 3075-US4 (attach to Door)
Stopg
L2 Sl.lencers 13374
3-
1 Dr. Corr. 114 to Surg. 4r0'r x 7'0tr x I t/{rr-rlfllftlcl I{D HMF RIf-180
Treatnent 122
1 Dr. Cort. 124 to cast 4r0'r x 7ro'r x L 314"-"ry'461 lfD HMF UI-f80
Rrn. 123
3 prl. Buttg. 884101 - 4 - 4t, x 4l' f/US
2 Letchsets D10S - Lun - 4-965-Sn6
2 Cloeers 4Il4 ' Reg. ' Stat - VMS
6 Sllencere 1337A
I Dr. Ipbby f01 to !1enr8 z'6tt x 7rO' x L 314" Exlttlng RH-180
Tol1et 105
1 Dr. Iobby 101 to l{ooenre 216't N 7r0" r t,'tr4tt Extsting Ln'180
To1let X32
EXISTINC UARDI{IRE
Page 3.
I Dr,
1 Dr.
I Dr.
Lobby 101 froo Etorage
102
-5-
4r0'. x 7r0t, x
4181 -4-4\
D51PD - Lun'
3075-U.S4
L 314"
x 4l-Stllls
4-965-SXUII
l'D HUT RIR.gO
lN pre.
I
1
3
Lobly 101 to
tJatting
Iobby 101 to
Waittng
ButtE
Lockee te-4,'{l# Stop
Sllencere
Recept.
103
Recept.
104
-6-
4rO' x 7r0,r x 1 3/4'r-'{f.{rllEf l{D HMF Rt{-90
4f Ofr x 7'0,, x L ll0n-t.QF6ellHr m BilF LU-90
EXISTINC HARDI{ARB
L33L/ U(@J A cL.oa{/rrt
-7-
3,6,r x 7f0" x L }l(y't-ttsE!iel
316rr '. 7r0n x 1 l/4rr.t#riL
D51PD - Lun' 4'965-STl{Ii
4Lt4-Reg.'stet-w/Ms
431ES - US4
L79A-42n-Alun.-L.A.
37LAV Ll4!t x 2184" - Alunr'SfS
HARDI|ARB"-REUSE EXISTING
1 Dr.
I Df.
Exterlor
Extrrlor
2
2
2 pce.
2 retsl
from Iobby 101
frou lobby 101,
Lockeet
Glosers .
Floor Stope
Threshold
Ifeatheretrip
REMAINDER OT
l{D EF LHR-90
m B LllR'90
11\ t .root
re.Hn6
3r0n
-9-
5r0ir _ Bl-Pass
5r0rr - Bl-PaeE
Leaf Bt-Fold
-8-
-2I Foldlng RecePt. & ltatttng 103Dr.'1 !!Peg-.tu
\-- \) tq"[- E I lfiold track nD623-r,n*ff {ttrS
I
I
Bi-Paee
El-Parr
Offlce
Office
107 G Cloeet
107 @ Gloset
rfl
Ttt
Dr.
Dr.
Dr.
Drr
i
Page
-9- (cont.)
2 sets Bl-Passing Track & HD525 ' 5r0rl
Hdwre.
4.
t
Notes on Clinic from John Nosse:
| . Noth ing to proh ib it corridor from gol ng past a
mechanlcal room.
2, See sect ion 4303-B - check th is carefu I ly
3. F-2 existlng wing, nelv wing D-2 - exlsting buildlng
must comp ly w ifh code Sect ion 104
4. lf buildlng is type I or ll construction the floorarea ls o.k., otherwise does not meet f loor area
requi rement.
5. Section 3308 - stair enclosure must be added if
second f loor ls deve loped i nto D-2
6. Must have 44tt clear exits in D-2.
7 . Check for pan ic hardware, and s ize of f i re damper
open Ings.
8. Need 2 hour separatlon for kitchen which he classedas F-2.
DESIGN REVIE1Y BOARI)
DATE OF IUEBTINC
IrlUltBtlRS PRISI]llT :
SUBJECT:
ACTION TAKEN
MOTION:
VOTE:
A
BY //.h,tlr
tlAPPRoVED: Llf[Lhm{ftn,r
DISAPPROVED:
SUI,IIIARY:
,Tl:-: J z7 ET4 INSPECT
Oto
,TOWN
I
.\I
olra ,\r, 't , - 2' 1 ,o,
TIME RECETVED .":I ail prur
----------------
N
OF
FIEBUEST
VAIL
E ornen E pennnl. LocATroN
READY FOR INSPECTION
WED THUR GA----:=--nm prD
(neeRovED f] orsapp RovE D
D upor'r rHE FoLLowrNG coRREGTToNS:
CORRECTIONS
E nerNsPEcr
TIII DEC
o
219 74 INSPECT
Ito N FIEOUESiT
OF VAIL
otte Z l',),'r- -7* $e
rlME RECEIVED C)R<-v> AM PM
''r.-..2:r,
E orren
( MON__ -
COMMENTS:
TUE
E pnnrrnu. LocATroN
READY FOR INSPECTION
WED THUR FRr i().cr,,{AM'PM
fi ereRovED
,Erto" THE FoLLowrNG coRRECToNS:
! orsneeRovED ! nerNsPEcr
CORRECTIONS :L l')ll
INSPFCTOR
I
l?.
c
?
tr2
o
ez
F
!l
E
F
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6
Yo!JI()
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9F
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Of nr sEP z 1 ts74 J
Town of
ti:r.f,rcIIlIcAL
Vail
PF,RIT{IT rot uame-Vr.r,-.. M.g. s-e--1 I:\ en t.^.*-..G{.s-rl.........
.-2 <
Date of Application-...47.... .*I ...........rs..7..1
Electricalcontractor......N.gry.-.Rs:..t.-,-"{-L:.-N9
Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
Total Fee
l-Lo-oY- ...
54
$...
APPROVALS
---4-7-...-{:-?..71
Datr
Received By................... 4-
/arzox Her.ti.*" flo.kup f,' b?b/
THIS
.rOB
FORM TS TO BE POSTED OlI
strE DURII{G COI{STRUCTIOI{
24 HOUnlI ADVANCE NOTICE
REQUIN.ED FOR INSPECTTONS
0........?-o-5. .
t||a a. t. iotatt! !!.t lllvll lolltl
RU DEC 1 01974
DATE L/(' /{.' loe
tNsPEcrtlru FIEOUEST
'o F--.L
= L,'/t tt
TOWN
/- '-'^ '-" -.-. L /r'/ 1:'
CALLER
flornen
MON
COMMENTS:
E panrrnl LocATroN !.--'/ ttt;,,: - a,nr2nrl f'/uar- F+sl
r.Ju-9
READY FOR INSPECTION
THUR FRr .l it.-'AMPM\
EleppRovED D orsappRovED
LJ UPON THE FOLLOWING COHRECTIONS:
CORRECTIONS
n nerNsPEcr
i
\i
INSPECTOR
October 4, 1972
MEMORANDUI{
TO r TOi{N C0UNC I L
FROM: JERRY ALORlCtt, tsUILDlNG OFFICtAL
RE: TEI{PORARY SCH0OL FACILITIES A80YE VAIL VALLEY MEDICAL
CENTER
The floor plon oE subsrlttod doog not fotally qucllfy ac a GroupC, Dlvlslon 2 occupancy rvlthln the al lorance of the Unlform
Bul ldlng Code. Hotcver, ss tho propossd use ls tomporary, onoyoar, and rostrlcted to 60 studcnts, lf l3 folt by thls Depsrt-
ment that rpoclal ravlerc need conrlderatlon for the fol lorlng
I toms:
l. Al loronco for klndrrgarten and flrst or eecond grade puplls
to bc located obove flrgt ttory as par Sectlon 802 (b) ofUnlform Bulldlng Code.2. Al loranco. for lcrs then 20 I rlght-of-nay acc€ss to publ lcstroet por Secflon 805.5. Alloronco of conbuitlbe, h€avy tlmber lfalrr ln lleu of
requl red nonconbustlb le per SEctlon 3505 (nr) .4. Allorance for deletlng rcqulromsnt for automatlc sprlnklrr
under stclr per Scctlon 5802 (b) 5.5. llcl ver of perml t fces of cpproxl mate I y 3100 - | 150.6. tlalvcr of contractorrs llcenrc fto of 1100.
It ls olso the oplnlon of fhls Dcpartment that the follorlng
requlromentg be adhered to lor the protectlon of the occupantst
/1 . 6r floor palnted eorrldor r.rnoln opcn ond troe of obstructlons.2. Ugrble spcco bolor sfalrray bo elthsr restrlctrd by enclogureor sprlnklered.3. Moveablr partltlons flrmnabl I lty be I lmltcd to moferlalshavlng a flame spreod closslflcailon of Class l.4. lnrtrllatlon of 2 ll?tt tlre hosc cablnet or tro 6 pound
f lre extlngulrhcrs rerotely located.
All other aspecfs of tho plans or! ylthln the regulatlone govero-
I ng schools I n the Un I forn tlul I dl ng Code. Contoct w I th the StatoDlvlslon of lcbor wol arade by fhls offlce conccrnlng the proposcd
school. Thcl r .pprovol was glven by Hr. Stcrarf Smlth.
o , ' a /51^"4
PLUMB|NG-PER^ tTAppLtCATtON'/
0 -/
3
Jurisdiction otfi,-Pn oP LJP:I I il
i
Applicant to numfured spccs only.
{ IIf ' AT'ACHED SHEET)
I DE3Cl.
217 PXONE
ilf 'iY
arcHtTtcY oi DE!rqN LtaEt{3E NO.
ENCI 'Ei
tL aoDiEa3 P}toNE L IC ENSE NO.
LEI{ Oat taall aoDiEsS
USE OT IU ILDI N G
8 CIASOIWOTK: trilEW trAOOITIOil EALTERATIOil trREPAIR
Typ. of Flxtun or lnm
WATER CLOSET (TOILETI
LAVATORY (WASH BASIN)
KITCHEN SINK E OISP.
LAUNORY TRAYAPPLICAIION aCCEPTED aYr
CLOTHES WASHER
WAT€R H€ATER
NOTICE
THIS PEBMIT BECOMES AITJLL AND VOID IF WORI{OR CONSTBUC-
TION AUTHOBIZED IS NOT COMMENCEO WITHIN 60 DAYS, OR IF
CONSTRUCTION OR WOBK ISSUSPENDED OR ABANOONEO FOR A
PERIOD OF 120 DAYS AT ANY TIME AFTER IVORK IS COM.
MENCEO.I HEREBY CERTIFY THAT I HAVE REAO AND EXAMINEO THIS
APPLICATION AND KNOW THE SAME TO BE TRUE ANO CORRECT,ALL PNOVISIONS OF LAWS ANO OROINANCES GOVERNING THISTYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEOHEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIV'E AUTHORITY TO VIOLAfE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRIJCTION.
ORINKING FOUNTAIN
FLOOR--SINK OR DRAIN
GAS SYSTEMS: NO. OUTLETS
WATER PIPING & TR€ATI
WASTE INTERCEPTOR
VACUUM BREAKERS
LAWN SPRINKLER SYST
SEPTIC TANK & PIT
PLAN CHECK VALIDATION
WHEN PROPERLY VALIOATED IN THIS SPACC' THIS IS YOUR PENMIT
PERMIT VALIOATION cK. M.O.
,{nTo )
WHITE - I NSPECTOR CANAFIY - AUDIT PINK - APPLICANT GOLDENROD - TEMP. FILE
r5-a , - kl
MECHANICAL PERMIT APPLICATION
Jurisdiction or fruln a( Ltn-i /
Applicant to complete numbered spaces only.
WHEN PROPERLY VALIDATED (IN THIS SPACE} THIS IS YOUR PEFMIT
1!see ertecxeo snttrl
I Dt!c r.
ZIP ',HONE
MA tL AOORESg PHONE 5f*1/:, //
CIt I IEC Y OR OESIGNEF
MAI L AODi EsS P|{ONE
MA tL AODhES S AiANCH
USE OF 6U IIO N6
8 Class oI worK: tr NEW N AOOITION I ALTEBATION N REPAIR
TypeotFuel: oit E Nat.Gas I leC. E
PERMIT FEES
Typ6 of EquipmentSPECIAL CONDITIONS:
Air Cord. Units-H.P. Ea.
Refrioeration Units-H.P. Ea,
Boilers-H.P. Ea.
Gas Fired A.C. Units-Tonnaqe Ea.
Forced Ai. Systems-B.T.U. M Ea.
Gravitv Systems-B.T.U. M Ea.APPLICATION ACCEPTED BY:APPFOVED FOF ISSUANCE AY
Floor Furnaces-B.T.U. M
Wall Heaters B.T.U.
Unit Heaters- B.T.U. MNOTICE
THIS PERMIT BECOMES NULL AND VOID IF WORKOR CONSTRUC.
TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF
CONSTBUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOO OF 120 DAYS AT ANY TIME AFTER WORK IS COM.
MENCEO,
I HEREBY CERTIFV THAT I HAVE READ AND EXAMINEO THISAPPLICATION ANO KNOW THE SAME TO BE TRUE ANO CORRECT.ALL PROVISIONS OF LAWS AND OROINANCES GOVERNING THISTYPE OF WORK WILL BE COMPLIEO WITH WHETHER SPECIFIEOHEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOTPRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THEPROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
PLAN CHECK VALIDATION M.O.PERMIT VALIDATION cK, M.O. CASH
, .<-'Adzz-"
WHITE - INSPECTOR CANARY _ AUDIT PIN K _ APPLICANT GOLDEN ROD _ TEMP. FI LE
/ tof I
BUILDING PERMIT APPLICATION
Juridiction of.
Applicant to complete spaces only.
WHEN PROPERLY VALIDATED (IN THIS SPACEI THIS IS YOUR PERMIT
PERMIT VALIDATIONPLAN CHECK VALIDATION
WHITE - INSPECTOR
/ za.-u
{ls:r errrcxeo sx:rt)I DE5Ci.
ztP PxOl{E
MAIL ADDi ESS PHONE LICEflSI NO.
ARCH IIEC T OR OEsICNER LICENSE NO.
h5
MAIL DDRESs PHONE LICEN5E NO.
MAI L ADDR E55 EIANCH
USE OF BUILOING
8 Ctass ol work: D NEW tr AoDlTloN Xnlre nnrton tr REPAIR C MovE fl REM0VE
9 Describe work:
l0 Change of use {rom
ll Valuation of work: $ 4 t.rt a0
PERMIT FEE
SPECIAL CONDITIONS:
Size of Bldg.
(Totall Sq. Ft.
Firo SDrlnklert
Reoulre< [y.r [1oAPP!ICATION ACCEPTEO BY
OFFSTREET PARKING SPACES:No. of
Owelllnt Unlts
NOT ICE
SEPARATE PERMITS AREFEOUIRED FOR ELECIRICAL, PLUMB-
ING, HEATING, VENTILAf,TNG OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL ANO VOID IF WORK OR CONSTRUC.
TION AUTHORIZED IS NOT COMMENCED WITHIN 6() OAYS, OR IF
CONSTRUCTION OR WOBK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM.
MENCED.
H€ALTH OEPT.
FIRE DEPT.
SOIL REPORT
CANARY - AUDIT PINK - APPLICANT GOLDENFOD _ TEMP. FILE
\\.
{r\r1,
. I', .:,.
't, \ 1' ,'t',/
0ctober 4, 1972
MEMORAN DUM
IU:TOWN COUNC I L
FROM: J ERRY ALDR lCH, tsU I LD I NG 0FF lC I AL
RE:TEMPORARY SCHOOL FACILITIES ABOVE VAIL VALLEY MEOICAL
CENTER
The floor plan as submltted does not totally quallfy as_a Group
c, Dlvlslon 2 occupancy wlthln the allowonce of the unlform
Bulldlng Code. However, ag the proPosed use ls temporary, one
year, aid restrlcted to 60 students, lt ls felt by this Deport-
m€nt- that speclal wavlerg need conslderatlon for the fol lowlng
I tcms :
l. Allowance for klndergarten and flrst or s€cond grade Puplls
to be located above flrst story as Per Secflon 802 (b) of
Unlform Bulldlng Code.
2. A I lowance for l6ss fhan 20 | rl ght-of-way acc€cs to pub I I c
Etreet per Sectlon 803.
l. Allowance of combustlbe, heavy tlmber 3tal rs In lleu of
requlred noncombustlble per SEctlon 5505 (m).
4. Allowance for deletlng requlroment for automatlc sprlnkler
under stal r por Sectl on 3802 ( b ) 3.
5, l{elver of permtt feos of opproxlmately $100 - $150.
6. lrlo I ver of contractor rs | | cense fee of $ 100.
It ls also the oplnlon of thls Departmenf that fhe followlng
requlranents be adhered to for the protectlon of the occupants:
l. 6r f loor palnted corrldor romaln open and frce of obsiructlons.
2. Ustbl6 spEce below stalrlroy be elther restricted by enclogure
or sprlnkler€d.
3. Moveab le partltlons f lammobl llty be llmlted fo materlalg
hovlng a flame sPread clssslflcatlon of Class l.
4. fns?ai lotlon of 2 l/2n t lre hose cablnet or two 6 pound
f I re exf I ngu I shcrs remote I y locafed '
All other ospects of the Plans ar€ Ylthln ihe regulatlons govern-
Ing schools in the Unlform tlul ldlng Code. Contact rlth the State
Dlvlslon of Labor Has mada by this offlce concernlng tho proPoscd
schoot. Thetr approvol ras glven by Mr. Stewart Smlth.
\o o
Mr. John Horard
Val I Medlcal CtlnlcValt, Colorado
l. Intorlor roon 144 lr belng used for offfcethoreforc murt havc natural or m€ch!nlcal
Codc.
Ha rch
SubJcct: Prcflnal. fnspccflon
Dcar John: ,
Hlth regard. to my pre-ftnal inspection rlth you oorllcrI hove the fol lowlng conmcntg!
Z. Seal wall
comos off orol usc an approved cscutcheon plate rhcre hose blbbroof droln llne ln room 144.
5. Exlt door ncxf to dlshwashlng room must have panlc hardwcre.
4. Although re dld nof dlscuss thls, ploase be Informed that lfths second floor ls corrpletcd for hospltal us6, all stalrr,Includlng tho onc on the exterlor must be encloscd In accordlnccwlth Secflon 3508 of fho Unlform Buttdlng Code
5. The follorlng conments relats fo the cxlstlng portton of thebufldlng:a. Notural gos omergency gcncrator lr located ln a rtorogcroon vhlch lr prohlblted. As ro dlscussad, I rould rccoil-
mend that the cmergqncy genar6tor be inoved lnto the far
ond of the bol ler room.
Emergency gencrator ls not operatlonal.
Renrove atl materlat bolng gtored above celtlng rroagCorrldor connoctlon Cllnlc rnd hospltal shall ha.vc aflrc rated cell lng and mcchanlcol vcntl latlonAutomatlc closers sra roqulrcd on exlstlng doors at eattcnd of corrldor to Cl Intc.geal xall botyedn corrldor and Cllntc stors roon.Smal|3torcrooFatnorths|daofcx|st|ngc||n|chrr
matcrl o I g stored on fop of p I pes and va I vis. Pl pes andvalvos nurt be clesr at al t tlmes for accesg,
b.
c.
d.
e.
t.
tt.
*'. D
h.F||estorageIneastemergencyexltcorrIdorIsprohIbIted.
l.openwoodconstructIonIngoblewa||ofboIlerroomIs
not a I lowed.j. Install lmpact bars on all exlstlng glass exlt doors'
t. Per our dlscusslon, you wlll glve me a letfor stetlng fhaf
the lnclnerator wlll not be used.
6o reference to my lettor of Augustl6, 1971, a copy of whlch ls
Enclosed, ooy I brlng your attentlon to the followlng ltems:
Item 2 - 0n my orlgtnol Plan check lettor of July [6, l97l tP tfle
Archltecf, t statel that a new slte plan had to b9 submlttEd show-
lng parklng and loadlng b6rths ond that all Parklng aroos must
be-paved In occordance wlth ordlnalcs 7 (Serles of 1969) Artlcle lll
Seciton 2 (d) (2, (f). ln rechecklng, we ogree wlth Mr. Dovlsr 5l
requlred parklng spaces and he dld submlt s revlsed slte plan;
howoyor, only hilf of fhe porklng area ls poved. Also, please.have
the puUitc informed that tie only parklng allowed In front of the
soutir slde of the butldlng would be parallel, slnce vehlclos
are not ellowed to back onto u publlc str€of. Any varlance from
the above wll I have to be approved by thc Board of Trustees.
very sp€clf lc and I quote: rrln
ls wlthln wafer closet compartmcnts
front and sldes of urlnale shol I be
nonabsorbont surface such as portland
or other aPProved mater I a I wh I ch
fo a finlshed helght of 4 feet'
o type vh lch ls not adverse ly affecfed
Page 2Vall Medlcal Cllnlc
March 24, 1972
lfem l2 - Sectlon lTll (a) ls
other than dwelllng unlts, wal
and rvalls wlthln 2 lee't of the
f Inlstred vlth a smooth, hard,
cernent, conc16te, coramf c tl le
sxt€nds upward onto the wolls
and such materlal shall bo of
by molsture.tr
Ed Strub le
Bulldlng Offlclal
dw
May I also brlng to your attenflon the fact that not over ono
gailon of flammablo llquld may be stored ln any D occupancy'
lf you have further quesilons, please feel free to call. lvhon the
above ltems have been taken care of pl€ose requesf a flnal In-
ipectlon, at which tlme a farmanent certlflcafe of occupancy wlll
bs l ssued.
Yourr tru I y,
TOWN OF VA I L
cc: Mr. Rodney S . Dav I s
&uttc-'
VAIL MEDICAL PROFESSIONAL CORP.
BOX 36
vAlL, coLoRADO 81657
TELEPHONE 476.6395
+, 2r,tr*\ l),
9 March '1972
l4r. Ed Strub'le ,
Town of Vail Building Inspector
Town Office
Va'il , Col orado 8.|657
Dear Mr. Struble:
lt was brought to ry attention yesterday that the new Clinic addi-
tion has a building code violation in the new boiler room. It was stated to me
that the Code calls for at'least two doors leading from the boi'ler room. Presently,
there is on'ly one door as an exit from the new boiler room. It was also pointed
out to me that the Code requires these doors to be swung outward fromtre boiler
room. The present door swings inward.
I would appreciate hearing from you as to the Code requ'irements
and as to your opin'ion of the need to rectify the situation.
Si ncerely, .. ----7t. '/,t-riv,' l 1'4-o'-/uY
t/ ,,/
Thomas I. Steinberg, M.D.
TIS/n]t
CC: Mr. Francis Bush,
Mr. John Howard,
Mr. Rod Davis
Fire Chief
Adm'ini strator
Brrl ldlng
lala
t'lr. John llossc
l.nternrtloncl Cooftronee of
!0 ' Souti Lor' Rob lcr
PaiiOrna, . Cal.l torrf lr' 9 | l0 I
$ubJrcf :' ,'l','val'l 'Yal lcy' llodlcai ccotcr
Deer Jiihni i: '
Undcr roptplrate covor I ervr scndlng' You lto f leor ?!antbe-.rxlcilng cl Inlc, f logr plan ef th. n.r borpltlllnd,'! co9y.'ot'-thc:ncr llot plan thovlng hor thr bul'l
.'i
ll l,l :yo,y pllero roo{-"i,t tlnrsr tt' r.qoe8tdc In our.
Yourr:'trtly,
8ul ldlng Offlclal
';t^ I .. ".
dr
l3rwN e,r \./,q.ru
INtPECTTON r<FOuErT
r t r\, /-tPaae l,,\r,,t zo - t.r 7e ,Joa Navrg L h, r- l'L-', 7. i t.rot-
Ti-= (E6g:rrzez-AM PM C,o."ue.re.
Gu,"rr*o
tr FcoTrr..le'
tr Fouua+1or.r
I FFAMINa
p 'Ftxra.u
E P-o.r<n^u
Locnltot",t :
C o.re ra
Req.l?a1,t're-
! fneey<o.x
tr VEHser<
n Koor
E Z'<1a,.
Loc.a1ror..r:
{2"u nagt $lG-
! Poue++'
U ?yaxvaee var-
D Fru,qu
n
B Var<1wn-
LocaTtoF-r:
MEcualllcAL
flVeu1t.a1,o*t
fl Healr.r c-
n Hoopr
D
ETar<1i'an-
Localroxt:
I onrere E ?^s<1,o,t. Localor.r
Vearzv Foe.- 3--N-9fzEc:'T\oN
Ti-re 'VEV THU€ Ftzr (t:4 5 {Q unn
D A77gove7 fiVoa??Rovev berNrF"scl
Co".e.1oNi
.*r
' ' 6 Pl ;,,., r F.,<.;. ,* r
Sxre LJr:v' ')t.,' r' :'t
lf thcra lr anythlng rc canfrco fo call.
Yourr trs I y.,
:
TowN 0F vA-tL
" .:;.
Ed Ctnubto
But ldlng.roff
dw,t. ' '
':ii'
do fo holp, p
:!
I
Orembrr tr7, ltTl
l,lr. Leonard Haarsrock
SuperlntendentEaite Counfy School DlsfrlctRE50J
Eagle, Colorado
Dcor Mr. Hrnmock:
Slnce arrtngenents have been made lor the tfffh andslxth grados to move lnto thelr ner quarters aftcrthe tlrrt of tho ycrr, ya rould dpprrclote lf lf yourould tckc tfcps to h.yr tho teirpbiary bul ldlng I
moved fo.fhe norfhcast corner of thc plryground as.re d I gcussc d
lcasc f ee I
\t 6-t
RODNEY D AV I S A S S O C I AT E S
ARCHITECTS
RODNEY S. t]AVIS A I, A
PATRICK I. WEISHAII, A I A
IDE
SEVENTEENTH
CAIiL A IiOEI]PEN (; S.I.
VIVIAN i{ ROTII ,{, I.A
B II ] L D I N C S II I T E 8 ? ?
VER, COLORADO BO]02 TELEPHONE 222.1i A3
Novernber 22, L97l
Buil-ding Department
Town of Vail
Vail, Colorado 80435
Attention: Mr. Ed Struble
Gentlemen:Rer Vail Valley Medical Center
West Meadoqt Dr.' Vaj.lr Colo.
Architectrs Job No. 6972
Regarding the fire dampers at the abowe referenced project 'the additional l0-gauge elbow above the fire damper is super-
fluous, since the diffuser must be directly attached to the
fire darnper with no light gauge metal sleeve between the fire
damper and the diffuser.
The additional- lO-gauge metal will , therefore' serve no Purpose
towards fire barrier so we would like to eliminate it.
If you have any comments on this natter, please contact us.
ALCE
STREET
i\4ENT
' DEN
Weishapl
\fufi--
LOT]IS COOK PLUMBING AND HEATING, INC.
666 LIPAN STREET
DENVER, COLORADO EO2O4
PHONE:303-25s.3431
October 13, 1971
Building Deportmenf
Town of Voil
Voil, Colorodo 80435
Attention: Mr. Ed Struble
Gentlemen:
tt-((-o
-lRe: Voil Medicofenter
West Meodow Dr.
Voil, Colorodo
ln regord to fire dompers ot the obove referenced proiect, we find fhot the odditionol
l0-gouge elbow obove the fire domper is superfluous.
The diffuser must be directly ottoched to the fire domper with no light gouge metol
sleeve between the fire domper ond the diffuser.
We feel the odditionol l0-gouge metol will serve no purpooe towords fire borrier ond
moy be eliminoted.
lf you hove ony comments on this motter, pleose contocf fhe writer.
.,pL'
Very trufy youn, Y- Y
Louls cooK ILUMBTNG AND HEATTNG, rNc. b C\" e"('U./' ," '/ V."{/r,}}_,
Gory E. Mohr /*7 i "!/fL- , W F A( f,
GEM/es t\
"'
*'H'
^ orspt.*g,h,
Kov\ td, {*ti*#l
5,/-
M ECHANICA L CONTRACTORS SINCE 1920
o'';
I
Sopt.tnber 20,
I
1971 '.
Hrp. Gordon Brl.ttanVall Cllnio, XnG.Val,Ir Colorado
Doar l{r. BrLttan!
Slnccrely,
BOARD Or ZONrNc,
Thc Boend of Zonlng, Appcala and ExanLncrato dony thc vanlanoc requort (8-18-71) fonIt was uianlrcuely ltlt that tha epninklarn.c.salr.It fop fl're protrctlon ln thir typr
Hc mgrrt havlng to drny thc vanLanoa,
has votrdthr Cll.nlc.'systlr! mrof frolll.ty.
dn
IIT .
TOI.JN OF VA]L
tscA:,D 0F zOtfiltc, .A,PPEALSi':Il'iUT:S CF SPECIAL l'tE;Titic OF
o
AND EXAI'IiNER,S
SEPTEMBER 17, 1971
rr
Ca1leo to 0rder
A. 'lhe ineeting vras calred to onder at g:35 in the Town oft/ail of f ice.B. Tne following_ members were present: Messns. Clank, Knox,Hoyt, and Vielec. The following guesrs wene present: Messrs. Mike perkinsoi Donald R. Roank 6 Associates .ncnnescnt jno Steve Arnoldand Mr. Rodney Davis "up""""r,i;";"i;;;"i;.iiE"r crinic,and Fire Chi_e.'. Fran tsush.D. The minutes of the last meeting were nead and appnoved.
Past Business
A. Case 8-11-71.- Lapinata, C. L, Baribeau _ Request forbui-lding vaniance to constr"uct a pJ-ywood and shake roofover ou'cside ban in nonconformance with unif""*-ii"iiii"gcode. Mn. crar:k and the Anchitectural contr"or- Boa:rd recom-mended that we write a letten to the sign Review committeetelling them that the Lapinata has-four""signs. rir" crriei,Fran Bush feels that the construction is ."iio" haza::d.The Architectural contror Board was contacted on this va::i-ance and they have no objections to the appearance of tf,estructune. A motion was made by Mn. Hoyt t}tat r-,.pinata benequired to instafr s/Br gypsum boand on th" under:neath por-tion of the st'ucture. ThL-motion was seconded by Mr. viereand approved unanimouslv.B. case Z-9-7L - Donard R. Roark 6 Associa-res for steve Arnord -nequest fon side setback variance of 3 r in lieu of lO r .upon the recommendations of the Ar"chitectunal contnol Boar.d,a motion was made by l4r. viele that the 3r setback be allowedso that the owner can add 1Br' :roof overhang. The motion wasseconded by Mr. Knox and approved unani^orrJly. Mn. Clarkstated that we wourd write the anchitect a 1ltt"t" statr'nothat no Portion of the buildi-'o inn'r,,,i.iprojecti1o".othan3,oftnef;;.;:;t;"ilfiul"""n-ng'may
New Business
Case 8-13-71 - Vail Medical Clinic - Request to omit firesprinklen system from building in nonconfornance with sec.3802 (a) 5 of the Unifonm euilaing Code. Mr. Rodney Davisexplained the reasons for the request as follows: vJhen theluilAing was originally designed two years ago, the UniformBuiJ-ding code did not nequire sprinkre::s. gidi ru". takenon the set of plans without a sprinklen system and stil1went over the budget. Mr. Davis exptaineb that there areseveral gnoups who ane t::ying to have this section of theUni-form Buirding Code changed. I.c.8.0., howev""; ;;.""Jot .:feel that the raw wilr- be cnangea. He aiso stated thatDenven does not nequine a spni_ikler system in nospitafs.Mn. Davis also stated that it witt colt an additionar ss,0oo
)
'Pagd 2
Board of
Minutes
Zoning, Appeals a:rd Exaninersof Special Meeting of Seprember 17, 1971
(J
C
to $6,000 to add the sprinklers. Also, the only thingthat will burn in the Clinic buil-ding is *the funniture andbedding as everything else is fire rated.' It is his opinionthat the sprinklers are unnecessary due to the buildingbeing Type I construction. Fine Chief, Fnan Bush thenstated that the first time he considered this problem he hada tendency to lean toward Mr. Davis t opinion, but t:ren hestarted thinking about the large number of peopte in thebuilding who will be using oxygen which is very flammabfe.AlL naterial in the building becones impregnated with theoxygen and it only takes a spark to ser a fire. Also, the::e
may be only one penson on duty at night and this one personcould not engage a standpipe system and put out a rire quick-Iy enough to save the l-ives of persons in burning beds.ide aF a Board would be in jeopardy if we do not enforceour Code and this could al_so cause our fire rating to go up.
Mn. Clark th€n stated that we cannot base our decision onmonetary considenations. Mr. Davis then pointed out thatthere has not been a death recorded in Denve:: in an oxygen.fir"e. Aften considenable discussion from the Board, amotion was made by Mr.. Knox that the variance not be gnantedand the Clinic be nequined to instatl spninklers. The motion
was seconded by Mr. Hoyt and approved unanimousl-y by the
, tsoard.
IV. 0the:: Business
Appeal of l-icense nevocation of Vail Contr"actors -Mr. Bill Jordan, a parrner in VaiI Contnactors, stated theposition of the firm as fol-lows: They had a job inMintunn and the f irmrs subContracton - Mr., trl.ai rle nut alien on the b;ildins. vail contn;;i;";';";;-;;; !.r,en.lcontracto:: thnough an oral agreement. Three or foun yeansago they had a job fon Len Campbell for foun large apant-ments and they had to loan him money. Three yeans litenthey wene doing a job fon Bob Young. Jo::dan paid back theloan on the prior job and this left them short of money topay Mr., Waide. The lien on the iob has been taken cane ofa::r: t'nei n i ntazrnvretation of the .UeStiOn WaS that the *ientJr v Lq Ltrs YqsD Li\.,Ir wctD LllctLhad been applied by them or to them. Item 12 was then changedon the application. A motion was made by Mr. Viele thatlicense be reinstated and secondeci by M::-. Knox. The motionwas appt?oved unanimousfy by the Board
B. The following applications fon contractors licenses wereappnoved subject to receipt of necessary insunance infonmation:
1
+
c
6
7
. M::. Er^ich l^lindisch. Lane t Company. Pantin 6 Son. Masten PoolsHillcrest G1ass,B::ent ServiceGarfield Stucco t
Concnete Pumping,
Pl -a cf ar.,
l '(l
17,.19?r
t,
: ...,:
It. Goldon BnlttanVall Cllnlc, Ino.Vail, Colonado
Dcar l.h. Bnittan,
to dcni the viniangri request (B-13-?l) for thE Cl"inia.It wa. unanlmucly fcLt that the spninkler Byltcn watnco.Bsary fon'fl.nc pnotectl.qr in thlE type of faeility. :
tho.3oand of Zoning.i Agpeal,e and Exanlnsrs hae voted :
It +.,not. wLthin the poHcr of .thc Boand to grant avarrlincc on th6 grounde of raonctary hrndahl! and forthtra rcaton, wd ncaiet having to dcny.the vanianoc.
Thank you fon youn aoopenatLon.
Sincencly,
BOAND OF .ZONING, APPEALS A}TD E)(A}frNERS
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19 71Septembe:r 7,
TO WHOM IT MAY CONCERN:
The Board of Zoning, Appeals and Examinens will hold aSpecial Meeting on Fniday, Septemben 17 at 9:00 in the
Town of Vail Office to hean a building variance for theVail Medical Clinic
The Clinic has requested a vaniance concerning Seetion
3602 (a) 5 of the Uniform Building Code. The Clinicwishes to onit fine spninklen system fnom bui1ding due tohigh expense and fact that patients are monitored 24 hoursa day.
If you wish to pnotestat the meeting or send.
mail .
this vaniance, please be pr:esentyour formal protest by centified
Sincerely,
BOARD 0F ZONING, APPEALS Al,lD EXAMINERS
Robent R. Clank
Chainman of the Board
CERTIFIED MAIL
Sent to:
dw
Mn. Inving J. Shwayder
5910 Happy Canyon Dr".
Englewood, Co1o. 80110
Mn. Benjamin Duke
5550 South Steele St.Littleton, Co1o. 80121
Mn. Menvin LapinVail , Co1q.
Mn. Mongan Douglas
31805 Evergreen Rd.
Binmingham, Michigan
M::. Elton Parks , .I::.1 Cantitoe Ave.
Englewood, Colo. 80110
Mr. Richard Haugenman7I1 Pneston Towe::; Da11as, Tex
7 5225
o o:1
It"
I
I
i APPLICATIONTO APPEAR BEFORE THEBOARD OF ZOMNG AD'USTMENT
BOARD OF BUILDING APPEALS
,
r,
vanrance fnom the0f the Vail Zoning
nespectfully requestrequrrementsot Secti.onOrdinance in order to
and sect onBuildingCode oroer to
rn.building code vaniances the Boand may considen only, 1. suit-ability of altennate mateniats and methods of constnuction and,2.. neasonabte intenpnetationJ-oi- tn. provisio";-;r -i;; -;;;.:"-'
The Adninistnative official nay charrenge any vaniance gnanted whichgoes beyond the scope of the p6rvens or fne a6and. E''"'LE\' '!r'J
.It is undenstood that a fee of $25.00 is payable?-t:l (J.O) day posting peniod is nequin.a-pi,io"-on the above nequeets. -
in advance and thatto a publio heaning
l:
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Septcrnbcn 21, I97l
lt'. L. A. HannookSugcrintendcnt
Eaglc County School Dl.strict Re 50,.IEaglo, Colorado 81631
Dean Sin:
It appearo that thc Echool chccksd r{ith cvcnlDody in
l:Il^l.tgfg*g_th. toectl.on, otc . fon trrc nel i"rpoo"oy::1":l lul.ldlng oTcrpt wtth ths bultdlng departncnt.'rne pr.8.nt location doca not n6€t unif6nm burraint codrin aa muoh ae lt ia not 20 | fnon the cxigttng Uuifafneand:rLtr flflr!-ncxt to thc conuueiio"-;i;-6;"Iii or inccxl'etlng bulldlng bollcr roon.
The day_I dlscovencd that the bulldlng was put on par-mrncnt foundati.ons, youn agststini;-!6.'-noglri,-iiappcneoto bc t!.nc.rnd I told him I rroutd rcc tf ii-"i,ul.a Ucp-onnieaiblc to l.et thc buirding rsnain whenc ti-ia ronthe ghort p?rlod of ttme unttt-the claeges-an.-rovea toIl?.i?tr ltuntctpal Bultdl.ng. At that tlJtre, bcforc theDu:_rdang re usrd any nore lt nuat bc noved to noet theCode nequf,renentg.
Yours tnuly,
TOWN OF VArL
Ed StrubleBuilding Offlctal
dw
P.O. BOX 7
vAtL, coLo. 81657
ARCHITECTURAL
CONTROL COMMITTEE
September 20, 1971
Mr. L.
Su pe ri
EAGLE
Eag 1e ,
A. Hammock
ntendent
C0UNTY SCH00L DISTRICT Re 50J
Colorado 8.l63.l
Dear Leonard:
Sincerely
ARCHI CONTROL COMl'4ITTEE
PhlS/s an
The Commtttee has granted tempo
bui l ding with the request thatin keeping with the surrounding
Ed Strub'le has reported that the building cannot renainin its present locat'ion. The Architectura'l Contro'l Cornmitteewill inbpect the site and w'i'll be back in touch with you.
The Architectura'l Contro'l Committee has reviewed your requestfor a temporary building to house the Vail Elementary School.
rary approval for this
the bui 1di ng be s tai ned brown
area.
Chai rmqn
o
Auguet 16, l97I
Hn. Patnick rI . lfriehapl
Rodnay S. Davis Aeeocl.ateBIdbat Ccnant BulLdingS2l - LTth stnect r'-
Dlnvar, Colonado 80202
Sublcct: VaiI Valley Connunlty tlealth Cllnic
Dear Sl,r:
In nefercnce to youn lctt€t of Auguet 5 whiah wae Ln &nawer to myplan cheek of the abovc-gubJect proJect, I have the following
collnonta:
Itcn 2 - 59 parking Bpaoes ara ehown and ury figunea sholr that ?5
anc ncguired. A variancs rill be nequired if you wirh to€tay urith the 59 apac'ea. In talking with the Town
lLanagcr, I nlght infonn you that we would recounend appnovalol euch a vanl,anoe on the baeis that the anga ia thcnc,but iEntt gaved.
It*q 6 - Aaconding to your dstail dnawlng, the roofing ia not as yout:IcttGr statcs; cprclflcally, the 1/2" pl.ywood and 2 x 2
elcepcne ane not non-oorobugtlblc ae ncgubed.
Itcn 12- Gypsun board wLth gaint doea not ncet the nequinenente of
SectLon I71I (a). Thie too will naquba a variance lf you
wieh to ust thc bypaun bocnd and palnt *hl.ch agaln, I would
nccounand appnoval of einca I talked with Ralph Kanlbengat the State Hcalth Dclnrtucnt.
Itcn 16- I ftnd no evlddnos of, oonplalnce wlth Ssctlon 3006 (b)
rragardl.ng ven€Gr !0 | above gnound cLevatlona.
ftan I8- Whenever th. gtats HGalth requlrsnsnts and the Codss adopt.dby ths Tonn of Valt vary, thr nost rsstriotlvs ohall govrnn.fn thl.c cage aprinkleno are nrquined and thG onl-y othcn. nGgounar ie a vartanoo.
\
\?
I cannot lssua a pennit uritll I havc anawsra on thc liated Ltcna.
Conetnuctl.on hac lhcady started on thig pboJect, and thenef,onc, itls to the benqflt of all concerned that tho afonementionod itsng br
corsncctcd fuorqcdiatrly eo thc pcnrnlt nay be lsauad. At Dresent you
ar:e nPR0CEEbII{G AT y0UR OltN RIgKn as dcflncd in Sectlon 302.
Youna truly,
TOHN OT VAIL
Ed St:ruble..Bullding Official
dw
ccr llydcn t Bush Cqnsbluotion Co.Utr, Go:rdon Brittant{r. !t. Ralph Kanlbcng - Statc Haalth Depantnent
RODNEY D AV I S A S S O C I AT E S
ARCHITECTS
(iA;iL A i((rEl'PEN
\/ I V I A \ lvl . R O r H
ROI)NEY S L\,\V]S ,{ I
PATRTCK ]. \\,'EJST{AIL A I
August 26, L97L
Town of Vail
Box 631-.
Vail , Colorado
Attention: Mr.
Gentlemen:Re: VaiI Valley Community Health Clinic
Architect's Project No. 5972
This is in ref'erence to your letter of August L6, L971 , to ourl"lr. Patrick J. Weishapl .
Item You state that the 59 spaces that we show are inadequate.First, we can indicate the 75 that you mentioned on theplans, whether it is paved or noti because we can find
nothing in the Specifications that say the parking lot
has to be paved. That area up there has a hard earth
surface and can be used for parking, even in the winter,
since I myself have parked on the area during the height
of the winter season. However, to avoid asking for a
variance, we do not understand how you arrived at the
figures requiring 75 spaces.
As we interpret the Code. the second floor of the existingbuilding requires J-2 spaces for the classrooms; the first
fLoor of the existing building (excluding storage room,
mechanical rooms, corridors, stairs and pubJ-ic toilets,
which, incid.entally, is allowed by the code to exclude
them) is an area of 3276 square feet divided by 200 or
J-7 spaces; the first floor of the new addition (excluding
as above) gives us 4410 square feet divided by 200 or
22 spacesi and the second floor of the new addition is
storage and requires no spaces. Therefore, by our calcu-lations, 51 spaces are required. We have provid.ed 59.
However, since you indicate a variance is undoubtedlyobtainable, perhaps all this is academic. we would
81657
Ed Strubl-e, Building Official
IDEAI, CEIJLNT [I] ILL-IIN(] 5II ]'IE 8]?
SEVENTEENTH STREET
'IENVER,
COLORADo 80202 TELEPHoNE 222'1'.J
Town of Vail
Item 6:
Item t2:
Item 16:
Item 18:
Paqe Two August 26, l97L
of proceeding, since
one other portion,letter.
follow your advice on the best ways
we may have to ask for variance on
which we wil-l discuss later in this
Here we very emphatically do not agxee because Section
32O4 of th,e Uniform Building Code allows us to use pllnrood
and, two-by-two sleepers since $re have noncombustiblematerial over and noncombustibl-e below. That paragraph
states specifically that you can have combustible insula-
tion between two noncombustible materials, and this surely
includes pl1nuood, which can certainly be considered no
more hazardous and is, in fact, an insulation material in
many instances.
We sertainly do not understand how gypsum board with paint
does not meet the section you referenced. However, since
you are willing to go along with this because the Colorado
Department of Health and Mr. Karlberg approve, it becomes
acad.emic and we will- certainJ-y ask for a variance of this
item, rather than continual semantics argument.
Hpre we would refer you to our detail on SheeL 52, nunbered
#. There is a ledge angle which runs horizontally and
dofrplies with the veneer reguirements of the Section 3006 (b)
that you refer to. This angle was not shown on our archi-tectural section, since it was a structural item and perhaps
this is the reason that you did not see that the waIl was
not over 12 feet in height wittrout a carrying angle.Itrerefore, the job as drawn and detailed does comply withthe section that you quote.
We are well aware that some localities d.o require sprinkling
of these facilities. Here, however, we do intend to ask for
a variance because this involves several thousand dollars of
needless expense. In fact, I am on a national committee for
hospital design of The American Institute of Architects, and
we are as a committee protesting this interpretation, along
with many other officials in the health field.
I have been informed that one of the staff members at the
State Board of HeaLth here in Colorado was on the UniformBuilding Code Cormnittee and is well aware that this iten is
very controversial and coming up for considerable discussionin October. There is a strong move on foot to have it
repealed at that time, though we are not certain that wewill be able to overcome the sprinkler lobby in this action,especiall-y since, in our opinion, they have done a job ofover-sell-ing the use of sprinkJ-ers, particularly in heal-thfacilities.
Town of Vail Page Three August 26, L97L
In many instances, in our opinion, sprinklers are a hazard.
in health facilities' as well as a needl-ess exPense. Since
there is under consideration a variance, i.e., if a building
is rnanned 24 hours a day, the sprinklers will not be re-
quired, we will ask for a variance on this itern specifically.
I expect to be in Vail next week and will attempt to perhaps give you
pretiminary warning in order that we could discuss these items in
person. I would also appreciate being advised how we 9o about
obtaining the variance.
Very truJ-y yours,
t"Z-".-"J-^f*;
Rodney S. lavis3
DICTATED BUT NOT READ
cc: Hyder & Eush Construction Co.
lr!r. Gordon Brittanl,Ir. J. Ralph Karlberg - State HeaLth Department
r Iv
RODNEY S. DAVIS ASSOCIATES
ARCHITECTS
CARI- A. KOEP?]J\ C S ]
VIVLAN \i ROT]I
F.OL-iNEY S DAVIS A I. A
I,\TRICK I. \VEISHAPL A i ,\
August 5, L97L
I'{r. Ed Struble
Buil-ding Official
Town of Vail
Box 631Vail, Colorado 8L65?
Dear Mr. Struble: Re: Vail Valley Community Health Cl-inic
Architectrs Job No. 6972
The following changes have been incorporated in the drawinqs as
requested by your l-etter of July L6, I97I. A change ord.er for
these changes is requested of the Contractor by virtue of a copy
of this letter.
1. Front, side and rear setbacks have been added to the siteplan. This is not a change.
2. Required. parking has been shown on the site plan as requested.
Revised Sheet A-1 attached.
3. A11 interior habitable rooms are mechanically ventilated' this
is no change from Contract Documents.
4. Building shaLL be provided with an approved outside gas shut-
off valve conspicously marked.
5. The State Industrial- Commission has no jurisd.iction over this
building since the facility is licensed by the State of Colorado
Department of Health. This has been confirmed by the Department
of Health, and drawings have been submitted to and approved by
the Department. Final inspection will be made by this department.
6. Shingles are cement asbestos, sheathing is gypsum firecode
,,/ sheathing--both are fire retardant. This is no change from' Contract Drawings and Specifications.
7. AII walls, floors, roofs, shaft enclosures, etc., are in
accordance with table L7-A, type 1 construction. FfiTs is no
change from Contract Drawings.
IDtiAL CElr,rtNf BuILDINC StllTE r27
82I SEVENTEENTH STREET DE}.]VE?., COLORADO 8C]02 TELEPHONE 222'11I3
I
-Mr. Ed Struble Page Two August 5, L97L
8. Portion of wa1ls between Closet l-l-4 and Med.icine 1J-6, and
Closet 115 and Office l-17 shal-l be changed. to two hour non-
combustible construction.
9. Exterior non-bearing walls shall be minimum one hour fireresistive, non-combustible construction. This is no changfe
from the Contract Drawings.
10. Exterior wood paneling shall be mad.e fire retardant with albipaint. This is a change from the Contract Documents.
11 . A11 exterior walls meet requirements of L7O7 (a), by virtue of
water repellent panel sheaLhing as per Contract Documents.Fire code sheathing complies with water resistance require-
ments of ASTM designation C79-52.
12. Toilet and Bath rooms have smooth, hard., non-absorbing surfaceof enamel , acceptable to the Department of Health. No change
required..
13. Cavity wal-ls will have metal ties in accordance with Section
2410(b), as per the Contract Documents. No change required.
14. Roof curbs shall be constructed with non-combustible wood.This is a chanse.
15. Guardrails at stair landings shal-I be changed to 42" in height.
. 16. Brick veneer work to be in accordance with the code and will-be anchored directly to the metal studs, as per ContractDocuments. No change required.
17. Exit sign circuits to be in accordance with Section 3312(c),as per Contract Documents. No change required.
-I8. Storage rooms have been designed with fire detection heads.
The plans as such have been subrnitted to the State Departmentof Health, and no exception was taken.
Very truly yours,,. "
-'/,./*---:---."\ L 7 /- ,(,;4+i " Z'/-z&lufPatrick'J/ weishapl .'
T
Enclosures
(
Hyder & Bush Construction Co.Mr. Gordon Brittan
/>Zea L64 r 3to
3aa. (b) s
JuIy 16, 1971
Rodney S. Davie AEsocLatee
821 Seventeenth Stnect
Denvenn Colonado 80202
Subject: Vail Medj-cat Centen
Gentlemen:
I have checked the pl.ane fon the above-subJect Job in aceordancewith the pnovisions Bet forth in the 1970 Unifonn Building Code
aE amended and adopted by the Town of Vail, and find the following:
Use zone ie Multi-Famil-y; occupancy group ie D-2; type of conetructionie I. The following itens ehall be connected by nev ieed plane or
addendun pnion to ieEuance of building pcnmit:
L. Show front, glde and :rear setbaoks (minirnurn of 10f -0" fronnearest point of etructure) on eite pIan.
2. Subnit plan of nequined parklng and one loading benth fon the
ambul,anco. Thene shall be two spaces fon each classroom and one
6Pace fon eveny 200 square feet in the buitding excluding e3.oeets,etonage, mechanical noon, etc. No parking nay be ueed that' hae to back out onto,a roadsray. A copy of panking epaee andaigle size Le enqlosed.
3. A11 lnterion habitable noorne ahall be urechanicall.y ventilatedin accondance with Sectlon 605. If syetern is pnesentj.y designcdto thls epecLfieationn a letten fopm the mechanical engineeratating this fact will euffice. The eornpleted syetem shall be
checked with a velometen by this offiee.
4. Building ehall be provided with an approved outeide gae shutoffvalve conepiououaly narkad.
5. Upon completion, thie offiee wiII nequire a letter from thc StateIndustnial Cornniesion that the fine alann and spninkler syatems,ete. are in aecondance with their requirements.
6. Shinglee, eheathing, and sleepene at noof ehall be fire netandant.
7. A1l walle, floone, roofs, shaft encloeunes, etc. shall be in
ascordance with Table I7-A, Type I construction (also see tableeq3-A, 43-8, and 43-C for. nequinernente).
-2-
8. Portion of walls (bctween closet lI4 and nedicine 116, and aloaet
115 and office 117) that will borden futune shaft encloaune. shall be two hour non-oombuetible oongtnuction.
9. AII exterion non-bearing waIls ehall be a ninimum of one hourfire nceietivsr tlofl-combustible conetnuction (ne: Iton 7 above).
L0. Exterion wood Eheathing shall be fine retardant.
11. All exterion walle ehall have a weathen neeietiva barrlen Ln
accondance nith eection 170? (a).
L2. ALI toilet and bathroom walls ehall have a smooth har:d, non-
abaonbent sunface in accor.dance with Section 1711 .
13. Cavity wall (reE q/A5) does not have metal ties in accondance$rith section 2410 (b).
Ul . Roof cu:rb (ne: 13 and lq/Aq) shal1 be of non-combuetible con-struction.
15. Guandnail at etair landings shall be a ninirnum of 42" in height.
15. Brick venoer ehal,l be in accondance wlth Section 3004 (a) and (c)
and 3006 (b). Ties shall be anchoned dinectly to the metal etude.
L7. Exit eign cincuite shaLl be in accondance with Section 3312 (c) 2.
18. Sp:rinklen system nequired *l accondanco with Section 3802 (b) 5.
l'lhen the above itema have been corrreeted by revised plans or addendum,I will be naady to ieEue a building pe:nnit for the subject job.If any itens ane clarified in the epecifications, p1-ease note inyour l€tter.
Yours veny tnuly,
TOWN OF VAIL
Ed StrubleBuilding Official
dw
cc: Hyden 6 Buah Conatnuction ConpanyHr. Gondon Bnittan
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/ t PLAN CHECK LTST
^/t\/&' tr .t) n, |,t 1 -.oate )/'tlr, z, 7lBut-Icinq //lFnr,., t CePT€k
Use Zone
Occupancy Gr"ou c-1
Avenage Gnade
l_.
,
Jr
4. Height of Building
No. of Stonies
Floor Ar:ea N61^J - l5r5'7o EK(srb- 14,zss:
Type of Constnucti.on r
Lot Anea ?4 80o <,F.
6.
7.
8.
o
10.
11".
t2,
14.
Floon Anea Ratio
Setbacks Requi:red: - F:ront /O
Compliance With:
a) Occupancy Sec. 5
Side / o Rea:: / O
Occupant toaa //0 u^,<-t-rt '/z-zfrl
Par:king aequirea 1{ F A:u^thtia.,u'>-
Loading Ber^ths Requined
t--o) Occupancy Group C t
d) Type Const.
e) Exits Sec. 33
f) Gener.al Engng. Sec, 23
g) Mason:ry Sec. 24
n/ wooo >ec. z5
j) Concrete Sec. 26
)<
k) Stee1 Sec. 27
I
I
Ex., Fdtns., Ret. Wal1s Sec. 29L)
n)
o)
yt
n)
s)
L)
v)
x)
y)
z)
aa)
au)
4V)
Veneen Sec. 30
Roof Const. Sec. 32
Skylights Sec, 3rr
Penthouses Sec. 36
Fineplaces Sec. 37
Stages Sec. 39
Fine Protection Sec. 42
Fine Standands Sec. 43
Public Pnotections Sec. 44
Occ. of Pub. P:rop. Sec. 45
Dnywall 6 Plaste:r Sec. 47
Pne-Fabnicated Const. Sec. 50
Plastics Sec. 52
Glass t Glazing Sec. 54
Fine Svstems Sec.
{?
',t' / ',(O. . i)
a
Y
\\.,
88 to
8o
6I
/4ao
t6
\o iJf2 ,z
t
I IT roNPLUMBING
Juridiction of
Applicant to comptete numbared spaces only.
(LlsEE atracHEo aHactl
MAt L ADDiEgg
Llzto,c 7Lc 4z-sln/Ev,aaot otr- .
LIC€N5E NO,
zi{-<t?/
aFcxrlEcr oi oEsrGNEi LICENSE NO.4f,
EI{CINEEi LtcEftsc xo.
t93-f
IJSE OF 6UILOING
8 ctass of work: D NEw h/eootrtol tr ALTERATIoN tr REPATR
Typ. ol Fixtur. or lt m
WATER CLOSET (TOI LET'SPECIAL CONDITIONS:
LAVATORY (WAsH BASIN)
KITCHEN SINK & OIsP.
LAUNORY TRAY
CLOTHES WASHER
WAT€R HEATER
UR INALNOTICE
THIS PERMIT BECOMES NULL ANO VOID IF WORK OR CONSTRUC.
TION AUTHORIZED IS NOT COMMENCED WITHIN 60 OAYS, OR IF
CONSTRUCTION OR WORK ISSUSPENDED OR ABANDONED FOR A
PERIOD OF 12O DAYS AT ANY TIME AFTER WORK IS COM.
MENCED.I HEREBY CERTIFY THAT I HAVE REAO ANO EXAMINED THIS
APPLICATION ANO KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THISTYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEOHEREIN OR NOT. THE GRANTING OF A PERMIT OOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
DRINKING FOUNTAIN
FLOOR--SINK OR ORAIN
SLOP SINK
GAS SYSTEMS: NO. OUTLETS
WATER PIPING A TREATING EQUIP,
WASTE INT€RCEPTOR
LAWN SPRINKLER SYSTEM
M.O.,oto"r,"ty'
i lr,
WHEN PBOPERLY VALIDATED IN THIS SPACEI THIS IS YOUR PERMIT
PERM ITPLAN CHECK VALIDATION
WHITE _ INSPECTOR CANARY _ AUOIT PIN K _ APPLICANT GOLDENFOO - TEMP. F ILE
o o Hte'/14'4
MECHANICAL PERMIT APPLICATION r'I-
Town of VoilJurisdiction of
Applicant to complete numbered spaces only.
lfse: rrtncxeo sxee r)
| 0 Elc i.
2v
LICENSE NO.
AFCHITECI OF DESIGI{Ei LICENSE NO,
EXGINEEi MA tL AOohEs s PaONE
U5E OF 6UILOING
8 CIas of worK: D NEW E NOOITIOH tr ALTERATION ! REPAIR
woter heot ond ventilotion. Boiler with L. P. conversion
Type of Fuel: Oir D Nat. Gas I t-Pc. E
PERMIT FEES
Type of EquipmentSPECIAL CONDITIONS:
Air Cond. Units-H.P. Ea.
Un its-H.P. Ea.
Boilers-H.P. Ea.
Gas Fired A.C. Units-Tonnaoe Ea.
Forced Air Svstems-B.T.U. t\4 Ea.
Gravity Systems-B.T.U. M Ea.APPROV€O FOA ISSUAIICE 8Y
Floor Furnaces-B.T.U. M
Wall Heaters-8.T.U.
Unit Heaters- B.T.U.NOTICE
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC.
TroN AUTHOFTZED !S NOT COMMENCED rurTHrN 60 OAYS, OR tF
CONSTRUCTION OR WOFK IS SUSPENDEO OR ABANOONED FOR A
PERIOD OF 12O OAYS AT ANY TIME AFTER WORK IS COM.
MENCED.I HEREBY CERTIFY THAT I HAVE REAO AND EXAMINED THISAPPLICATION AND KNOW THE SAME TO BE TRUE AND COR R€CT.ALL PROVISIONS OF LAWS ANO ORDINANCES GOVERNING THISTYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEDHEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOTPRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
Venlilation Fan
Air Handlino Unit-
PERMIT
TOTAL FEE S
WHEN PROPERLY VALIDATED (IN THIS SPACEI THIS IS YOUR PERMIT
PLAN CHECK VALIDATION M.O.PERMIT VALIDATION M.O.
WHITE - I NSPECTOR CAN ARY _ AU DIT PINK _ APPLICANT GO LDEN ROD _ TEMP. FI LE
Jurisdiction of
Applicant to complete numbered
'fd'ces
only.
fos?tT/+L Aoorrre,,l To ett*tr<.
lDd(" ^.t^"".o .*".tt
,"*.f4tL l/r+",
MAt L AODiE3t (o-o,Cewe
LICEN!' NO.b{
LrcEl{3E NO.
Bou*i"j I tcaNst {o.
: {tE-
lEr{oEi
6
L ADDrEs3 - an LA ,
U9E OF IUI LOING t7.k-
,/'8 Clas of work: PI HfW DITION D ALTERATION tr REPAIR tr MOVE tr REi'OVE
qas / laps/E4c /zail
2oor.rz{-€t Cou.eetg
l0 Change ol use from
1l Valuation of work: $31O, ooo ":.,.^*rrr..y'!6, {d
sfze or Brds. 15r572
(Totaf l sq. Fr. (rvo,
Firc Sprlnklors
Requtrod Ety.s ENo
Ii"il* u",,,- | -OFFSTREET PARKING SPACEST
NOTTCE {.
SEPARATE PERMITS ARE REOUIRED FOR ELECTRICAL. PLUMB-
ING, HEATING, VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC.
. TION AUTHORIZED IS NOT COMMENCEO WITHIN 60 DAYS. OR IF
CONSTRUCTION OR WORK ISSUSPENOED OR ABANDONED FOR A
PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM.
srcNAtuiE of col|ttacloi oR AUrHoilzto aoEtT
SOIL REPORT
\
BurDfllc pru*,tr APPLTcAioN PPJ
WHEN PROPERLY VALIDATED THIS SPACE} THIS
PLAN CHECK VALIDATION PERMTT vALrDAr$.l
INSPECTOR
REOiDER FROM: INTERNATIONAL CONFERENCE OF BUILOING OFFICIALS ' !O SO. LOs iOBLES
'
PA9ADENA, CALITORNIA 9I tOIForm lOO.l 969
/
1.-'"-t
INSPECTION RECORD
OATE FEMARKS INSPECTOR
FOUNDATIONS:
SET BACK
TRENCH
REINFORCING
FOUNDATION WALL &
WEATHER PROOFING
t
CONCRETE SLAB
FRAMING
INT, LATHING OR DRYWALL
EXT, LATHING
MASONRY
FINAL
USE SPACE BELOW FOR NOTES, FOLLOW.UP, ETC.
! .\5rEr1y*
o'n'.l\.\Cpe
(:fr
F";")
',r'1o'no rP
q4,
*.t\i\$\(i::\l:\NN\):i\
'\\,
i.\s,\*N*t*\rt\-
''fr r Name of
Addness
Lot
VAIL I.'ATER AND SANITATION DISTRICTP. 0. Box 631
VAIL, C0L0RAD0 81657
Business on Home Ownen VArr- &ute fu'zrorJ
1. Bas.lst
2nd
3rd
4th Toilet , Urilral ,Residential
/Cornmercial
Showen on Tub
Ice Machines
llater Coolers
and waten fountains
Saunas
Basin and Toilet
One-Half Bath
Fu}I Bath
( Showe:r o:: Tub,Basin, Toi.let )
on I'lashbowlx 0.75 =
Bedroorns, Offices,
Shops, Studios)
lJ x L.00x 1.50
x 0.25 =
x 0,25 =
x 0.25 =
6*1.50 =
7x 3.00 =6, oo
17 xL.oo = lZ,oo
z,{bo
m
2
3.
4.
5.
b.
Bas.
1 ^+J-J L
2nd
? vrl
4th
Bas
1rA
3r"d
4th
Bas
l> L
2nd
3nd
4th
Bas.
IDL
3rd
4th
Bas
I- L
2nd
4th
9.oo
Bas rAl! *t!*:jmz-rLr Kooms ( Lavang rooms,
3:rd
lr {- 1^'t Ll I
Bas
J.D L
2nd
? vri
4th
Bas.
J.st | ( /?l
2nd
-
Kitchens Commenciaf I x 2.50 = /,60o3rd-Dishwasher lxf.oo=-7:56-ar'th
-
Seating ; 4 tZS ---;x 2.50 = ffi
R.r c
lst
-
2nd
-
3rd Laundr v Residential4th
-
Pen Washer x 0.50 =
Kitchens Residential I " 2.50 =Dishwasher x 1.00 =
a
r0.
.t
11.BaEIst
2nd
3nd
4th Laundny Corunencial
Pen !{aEher
Outside Water(Mininun of one)
OutEide Spninklere
Fine Hose Cabinets
Service Station
Swinning PooL
Convention Center
Pen Pereon
x 2.00 =
t2.x 1.00 =
x 0.33 =
x 1.00 =
x30.00 =
x 5.00 :
x 0.10 =
13.Bas
l-st
2nd
3nd
l+th
Ilt.
15,
I6 Baslst
2nd
3nd
l+th
TOTAL POINTS
10.00 Points = 1.00 tlnit
Total UnitE x $300.00 =$
Following the oonpletion of conEtnuction of arl residential andcornmencial structunes, the Distnict shalr penfonn a phyeicaL in-
-epection of all pnenises to deternine the nunber of points tobe asEeseed acconding to the Water and Sewen Tap Fee-and Rateschedure, as amendeir and the District ehall nake any adjustnentsneceeaary in the oniginar tap fee paid. This inspection-sharlalEo deternine the building ownenrs water and sentr senvicechange.
Inspectorl
Board of DirectorsVail Waten and Sanitation District
STATE OT CO!.ORADO }I ss.
COI'NTY Or. EAGLE I
DECLARATION CF UAND. ALI.OCATION
I, @, D$!rg flrat dulY sworn uPon oath'
depoee and oay that ini folfowing etatemcnte are true and correct
accorClng to my begt knowledge, informatlon and belief' to wit:
l. That thie atatement lg made ln conjunction with the filtng of an
appllcatioo for a butlding pertnit to the Town of lVall and to comply wlth
tha tequiremente of Artlcle VII, Section 3, Otdinancc Number ? (Serieo
of 1969) Zonlng Ordinaace for the Town of Vall.
2, Thc
ae followe:11 . Eag1e County-1. .
(Deacriptionmat be attached oa survcyorra map may be uaed to ghow des-
criptlon. )
3. The propoaed building slte contalna @ aqua-ao
feet, and the propoeed butlding coatains see aitportea equare feet
of erea aa defined ia the eforeaaid Z.oning Ordinance.
4. The propoeed bullding, aa it relatea to the building aite area,
cou.rpliea to the Floor Area Rptlo for the zoning which eppllee to the
building Bits, ar defincd in the' aforeaald lntfrfft$tff""". ,,,
t{rcmD{mnn''ii6fr'-T?6'r lt c orPorat lon
The foregoing affidavlt and dcclaratlon was duly arrbacrlbed and
lworn to bcfore me, 8.notary publlc, av *O>dAv W- . tbis
eAil.r dolrof-!!!4g,--, 1969. v
f.tOfenY PUBLIC
descriptlon of the building site for the propoeed building le
$l Cornrnrsiur
upuss febluail [3' lg'''
GOAL $770,000 Phonc; 303-476-5695
Para. l!3.
The proposed bulld.lng slte contalns 94800
square feet, and the proposed bulldlng
oontalns 8810 square feet tn the newbulIdlng, flrst floor; 9935 square feet
exlstlng bulldlng, flrst floorr 6?60
squa?e feet ln the new bulldlng' seoond.floor; 4320 Ln the exlstlng bu1ld.1ng,
second. floor.
Vall C1lnlo, Inc.
Ullti'!'(r
Saro
l. I t9, tt
lsElo
t4 Ltr
2 ),gzt
417r{
4 ",zo
tq25{
VAI] COTNUXIIY ClIilIC BUI1DTTG FUXD CATPATGX
P.O. BOX 411 vArL, coLoRADO 81657
GORDON G. BRITTAN
Ce neral Campoign Chairmon
ARTHUF G, BISHOP
Adwnce Gifts Chairn,dn
LARRY BURDICK
JAMES CUNNINGHAM
JOHN DONOVAN
MRS. D. GORSUCH
MRS. J. LANGMAID
JOSEF STAUFER
Co-Chairmen
Commerciol Diuision
MRS. J. DOBSON
Ceneral Solicitat ions
MRS. JACK A. OLESON
Eagle County Chairman
JACK IVIALO
Lletropoliton Detoer
BOARD OF DI RECTORS
VAIL CLINIC. INC.
JOHN D. MURCHISON
hesident
ARTHUR G. BISHOP
GORDON G. BR ITTAN
FOBERT M, DRISKO, M.D.
RAYMOND E, HANKAMER
JAMES A. KRENTLE R
ALFRED UIHLEIN, M.O.
MRS, JACK A. OLESON
MRS. DAVID GORSUCH
t1?fr
opkd
-1
La x. 5z- z (f ((
?9 r-zo = lza
27 r--3o = 8lo
lO {-'z-a = Vz-a7 Klb22 K8o =naa_d7-T4t
v
E?-t 9 Trarc-
t425 = 7Ma
Jooo
,€o
4?'o0'6o\l
+
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f zzz-'
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f Ut'tl'1"t "-e"-,wal' #'t, g.-lfl fuftJ^"+- d-a-n-- 0 ^ n.^+- ti 0.-'-st rr -ll*l; t4.pnl i..,-(^ 1-; 4 GX pa-;t- -! -+/* @..fr,pt^;.,; i"tii- a,he.4. fi 4il c*n-its<- sp-'^,'*r<,o
T^- ^"f:* o^Jt +/,oL "^lt *^*"- a- U.^-* (^- ^1/-' B-r-^^l 4 A4'+"-r". q-4a u c tni-+
*i- ir
r:
COMMENTS OR ASSUMPTIONS:
\Atur. c.oLO.3
o*n"r..l/..v aruati#/ 4. a,. z.e.?..
Bpe of 4ru1 -
Occupanty T,\ -.i
Cbnstruction . ..... -A^............C1assif ication ..J2.:.-*..--....
Occupanty
Fi re Zone tlo.. -.....J......-....Stories... -....*.
Total Af lowable F loor Ar ea.. !. /.'..c:.!i.-*........-..Sq. Ft.
Basis for lncrease
\,<
of the(-!ry.'
Cora€ction3 checked below are to be made on
Thc approval of plans and specitications does
State Law.
plans betore permit is issued.
not permit the violation ot any section Euilding Code, or othet City Ordinance or
GENERAL
Valuation should be $................................
Show iob address on Plans.
Give name ot person responsible lor plans.
Submit fullv dimensioned plot plan.
Give alt dimensions on Plot Plan.
AREA LIMITATIONS AND GENERAL
OCCUPANCY REQUIREMENTS
Ground elevations should be shown et cornets
(ilro,"' width of all openings limited to 25 perVcent of the wall length In the story under
ot the building and at changes In ground sloge.
The Sround elevations should be taken at the
lowcst point between the exterror wall and a
point 5 teet out or at the proDerty line' It
closer. Where the extertor wall ts parallel to and
within 5 feet ot a DUblrc srdewalk, alley, or
other public way, the Sround elevatrons should
be the elevatron of the publrc way. The numb€r
of stories in thrs burldrng cannot be determrned
Provrde delails to show that . r*(... ..,-...... . .
until this data is turnished.
The total floor area is lrmited lo
souare fe€t. Secirons 505 and 506..
-
Unobstructed yards of . . =2..+........-.feet should
ba maintained on ........-..sides
ot the building for area puiposes, Section 506.
consideration.
(c) All openings protected with firc assemblies
side of the wall are required. Section 30.102.
U.8.C. Standards.
A lire-resistive occupancy separation in conform-
ance with Table No. 5.8 and Section 503 is
reouired betveen ihe( - r.'t-L, (<-4t-<e,<-- .... (..-..-.-.....hours)
:. .:. : : : :: :::. : .. i:. ::*j::i
Horizontal occupancy separations should be su9.
ported with a structural system havrng equrva'
lent fire.resrstive protectron. Sectron 503 (d).
The buifdfng rs lmited to. ....J.... slones
(.....-........... -... teet in heiSht) as a Type . ........
structure. Section 507 and Table No. 5.O.
TYPE OF CONSTRUCTION
Type V (lll.N) (lV.N) buildings are not permrtted
in Fire Zone No. l. Sectron 1602 (a).
Root coverings should be lire retardant- Sectron
1603 (a) or 17O4.soeciticatrons com-
plying with
13.
.hour Jrea separatron walls should comply wr,th
Sectron 5o5 nJ4Z+4 .- ,(-1a,J Lr"r(t.rts/'ad ,(a) Ertend vertically from the foundation lo a S .nn' ' point 30 inches above the root. ,/(,^ c '
( having a fire.resistive rating of one-and'one-
/:.halt (three) hours.
((d) Ducts through area separation walls should\-te avoided. ll allowed, tire dampers on each
fr,
Shcct No,......1......0f.........€-........Snccts
are requrred.
D
lid! should be ot .......2...hour constfuction
Secrion .................... 03 (a). .{-z/, lZ rl
Openings in extenor (court) walls within ............teet of property lines should be protected.
with three.tourths.hour fire assemblies. Section
.................. 03 (b).
Exterior (€e{ntt wa
Usable space under the fi6t lloor except In
Group l(J) Occupancres shouid be enclcsed
a3 required in Section 1703.
Fire-resistive constructron for structural elementsin the exterior walls should comoly wrth Foot.
note No. I of Table No. '17.A ind Sectron
See Section L7O2 lor clarification.
Building paper should be applred to exterior
wafls as specrfaed in Section L7O7 (a).
Enclosures for tloor openings should comply wrth
Table No. 17.A, Sectron 1706, and Chapter 30.
Details should clebrly Indicate this.
pping or suspended wood systems tor
board ceilinqs should be not less thanypllEm boarct cerlrngs shoulo oe not less tnan
-inch nominal thickness. Section 4704 (b).
lSection 4703 (b) for wall stripping.l
Final partition layouts and details should be sub'
mrtted prior to Installation to,ustify complianq
with occupancy, tire.tesrsttve, structural, ..'/
exit req uirements,
Justitying test data in conformance with Section
lO5 or an |CEO research recommendation is
rcquired tor
Rooms in which rubbish (linen) chutrr tarminate
should be separated from the remainder of the
building with a one-hour occupancy separation.
Section 3003.
Openings into rubbish and linen chutes should
not be located in required exat corridors or 3tair-
ways. Section 3003.
SPECIAL OCCUPANCY REQUIREMENTS
Group B
Structural members carryrn8 masonry or con.
crete walls in buildings over one story in height
should be protected with minimum one-hour
tire protection. Section 1708.
Nonabsorbent tinish and backing for torlet room
walls and floor should conform nrith Sectionl7l I (a).
Showef stall walls should be finished with a hard.
nonabsorbent surface to a h'eight of 6 feet.
Section l7l I (b).
Ooors and panels of shower and bathtub
closure should comply with Section 171I
to (e).
Parbpet walls not less than ............-... inches
h€ight are required. Section 1709.
B-3 Occupancies should be of one-hour tire-
resistive constrpction if located in a basement
or above the tirst story, Section 702 (b).
8-2 Occupancies with an occupant load of 1000
or more should be in Type l, ll, or lll one-hour'buildings. The assembly room should not be
in a basement it it contains this high occupant
foad. Section 70? (b).
The main entranc-e should lront directly upon or
have a 2o.toot wide access to a public way at
least 20 feet in width. Section 703.
Light and ventilation should comply with Section
705.
A one.hour tire-resistive occupancy separatioh,-.-.
required between the boiler or central heating
plant and the rest ot the building. Sectron 7O8.
Exterior openings lor rooms containing a boileror central heating plant should be protected
with three-tourths-hour fire-resistrve assemblies
that are lixed, automatic, or selt-closing if lo-
cated below openings in another story or it less
than lO leet from other doors or windows in
the same building. Section 708.
Group C
Buildings housing Group C Occupancies shouldbe of one.hour fire.resistive construction
throuShout. Section 802 (a) and Table No.5-C.
Use of roorns should be clarified, Nole that
Tooms having an occupant load ot more than
l0O and rooms used tor krndergarten, frst, or
second Srade cannot be located above the tirst
story above Brade except In Type I construc.
.tion. Section 802 (b).
A one'hour fire.resistive separation is required
between laboratories, shops, storage rooms.
These areas should also be seoarated |rom
other classrooms. Section 802 (b).
One tequired exit should tront directly upon, ot
have a zo.toot wide access to, a public rvay at
least 20 leet in width. Section 803 (a).
Sanitary tacilrtres should be provided in accord.
ance with Sectron 805.
Light and ventilation should comply with
805.
en.
(c)
tn
Eave overhangsjections should
and similar architectural pro.
comply wrth Section l7lO.
Metal roofing (siding) should be bonded and
grounded in contormance wrth the local elec.
trical code. Seclion 1715.
Proiections beyond the exterior wall should con.
torm with th€ least restrrctrve ot the followrng:
(a) A point one-third the distance to the property
line from an extenor wall. Section 504 (b).
(b) A point one.third the distance from an as.
sumed vertical plane located where tire-
resistive protection ot openrngs rs tirst re.
guired due to locetion of propeny. Sectron
so4 (b).
Enyelope cealings should salisly the tollowing
conditions ISectron 4303 (b) 6.1:
(a) Should not be used to provrde tire protection
beam and girde6 supportrng more than one
floor.
(b) Columns should be rrdividually tire protected.
(c) Ouct and outlet openrnes 3rg irmrted to 100
squa.e inches rn eacn l0O square teet o,
ceiling area and should bc protected wath
approved tire dampers.
(d) Electrical outlet boxes should be of sleel and
not greater than 16 square inches rn area.
Gypsum board cerlrnBs In coniunctron wrth tire.
tesislrve aSsemblres should be sug9oned at
intervals not erceeding l6 inches. ltem 25.
Table No. 43.C.
42:
Shcct No......?......ot........f..........shG.tr
\.rt.
48.A,$,iLT i:if Jf i';:",*3l %:il"f i'i: I ;;
plant and the rest ot the buildrng. section 808.
Group o
49.Group D, Oivision 1 Occupancies should be oi
Type I or ll constructron unless complying wrth
the Exceotion in Section 902 (b).
50.Group D, Division 2 (3) Occupancies should be
of one.hour fire.resrstive construction through'
out. Table No. 5.C.
51.Light and ventitation should comply wrth Section
905.
52.A one-hour fire-resistive occupancy separation is
reauired between the boiler or central heatrng
plant and the test ot the burlding. Section 908.
53.Erterior openings tor rooms containing a boiier
or central heating plant shoulq be plotected
with three-fourths.hour lire.resrstive assemblies
that are fixed, automatic. or self.closing it
located below openings rn another story or il
less lhan 10 leet from other doors or wtndows
in the same building. Sectton 908.
Group F
*..Motor vehicle service stations should be of non'
combustible or one.hour fire.resistive construc'
tion. Section I 102 (b).
55.Storage areas in excess of l00O square teet in
connection with wholesale or retail sales should
be separated from the pubiic areas by a one'' hour fire.resistive occupancy separation unless
the building is equipped throughout with an
automatic fare.extingutshing system." Section
lr02 (b).
56.LiSht and ventilation should comply with Section
llo5. t/5 +\ 3r,d|l b. takcw frorn o.r{rrdc.
37.Exhaust ventilation at or near tlool level is re'
quired by Section 1105.
58.A one.hour tire-resistive occupancy separation is
required between a boiler room or central heat'
ing plant and the rest of the building. section
1108.
Group H
59.A Group H Occupancy more lhan two stories in
height or having more than 3000 square feet
above the first floor should be ot one'hour
fire.resistive construction throughout. Section
1302 (b).
60.The following rooms should have window areas
s3 specitied in Section 1305 ,(a), one'halt of
:::::::.:r:::':. .
61.Mechanical ventilating system in bathrooms
should provide 5 l'e< rto",e" atr change directly
to the outside. Section 1305 (a).
62.WindOt'/S from ........-......... .. . .................. should
not be considered as furnishing required liEht
or ventilation srnce they do not open to a yard'
court, or street in accordance with Section
1305 (a).
63.Court! bounded on four sides with wallg should
be at least lO feet in length. For courts mo/e
than two stones In heiSnt, the requrred wrdth
should be increased by one loot and the re'
quired length by 2 feet for each additional
story, Section 1306 (c).
rooms in cellars are not allowed. Serble foom". detinition in Section 4C9
The intent is to prohibit such rooms to be
formed with relaining walls.
.';;;;'iii;' ;';i;;;";;iii;;' ;;'#i%fi.,Tl":,1
Section 1307 (a).
"ri;;; ; . ;i;i;; ;" iii'il,ti.il'i "'ir J3:'" ;:""i1
square leet. Section 1307 (b).
A toilet room should not opan diractly into a
kitchcn. Section 1305 (b). e<rrrr.!j
A one.hour fire.resistive occupancy separation
is required between a boiler room or central
heating plant and the rest ot the building.
Section 1312.
Every dwelling unit and guest room should have
comfort heating tacilities as specified in Section
13l l.
'-..n
7t.Group J Occupancies are limited to 1000 (3000)
square feet in floor area and one story in
height. Section 1502.
72.Exhaust ventilation openings in a garage are re-
quired by Section 1504.
73.Garages should not open directly into a room
used tor sleeping purposes. Section 1504.
74.An approved noncombustible material is tequired
for garage tloor surlaces, Section 1504. Asphal-
tic concrete does not comPly.
'-"""-: " "" """'-'
EXIT REQUIREMENTS
75.An occupant load sign is required in classrooms.
assembly areas, etc-. having an occupant load
of more than 50. Section 3301 (j). See.......-....
76.Conforming erits are required trom the areas
::ffi.i:.-:::::.ll.r:1.:i1i,11,,,,,
77.Exits should have a minimum separation of one'
tifth the perimeter of the room or area served.
Section 3302 (c). Note that "perimeter" is
along the outer boundary ot the room or area
served. -.---..-....
74.No point in the building should be more than
f50 (20O) feet lrom an exterior exit, honzontal
exit, enclosed stairway, or exit passageway.
measured in the direction ot travel, Sectton
3302 (d).
79.Exit doors should swing in the direction ot
egress, Section 3303 (b). See doors
80.Double acting doors are not allowed where serv'
Ing a tnbutary occupant load of more than l0o.
Section 3303 (0).
OI Exit Coors should be openable ,rom the Insroe
wrthout the use of a key, sgectal knowredde, !'r
etfort. Section 3303 (c). Note also that llush
bolts or surtace bolts are otohibrted.
a2,Erit doo6 should be a millm size of 3'x 5'8"
with a minimum door swing of 90 degrees.
!.ection 3303 (d). ...-.....-.........
8:t.The net dimension (clear width) at doorways
should be used in determrning exit widths
required by Section 3302 (b). Section 3303
(d). In consideration of door thicknesses. panrc
hardwafe, door swing, etc., the required exrt
widths have not been furnished. See door
84.A tloor or landing not morc than 2 inchc! below
tha thra3hold ia requircd on each 3ide ot an
exit doot. Section 3303 (h).
85.Doors should not project more than 7 inches into
the required corridor wrdth Yrhen fully opened
of more than one-half into the requrred cortr'
dor width when in any position. Section 3304(c). .....-............
85.Revolving (sliding) (overhead) doors are not per'
mitted as exit doors. Section 33O3 (f) '
87,Erit doors should provide immediate access to
an aDproved means ot egress. Section 3303 (S).
Exiting through another room does not comply.
88.A landing or tloor that i3 level or not more than
2 inches lower than the thfeshold is required on
€ach side of an exit door. Section 3304 (h).
89.Corrido6 should have a minimum width ot 44
inches. Section 3304 (b).
90.Corridors serving nonambulatory persons should
have an 8.foot minimum wrdth. Sectron 3318
(c).
91.Dead end of corridois and exit balconies are
limit€d to 20 teet. Section 3304 (e)'
92.Walls and ceilings ol corridors should be ot one'
hour fire.resisiive construction. Section 3304
(0. An architectural section through the corri'
i6r is necessary to determine how this is
accomolished,
9:t.Erterior exit balconies cannot proiect into an
area where protected openings are required.
Section 3304 (f)'
94.Interior openings into corrido6 should be pro'
tected as sef foah in Table No. 33'8 and
Section 3304 (g).
95.Openings located between the end of an exterior
ixit bllconv and the nearest stairway should
be orotecte-d as required tor corndors' Section
3304 (s).
96.Staitwav should have
e minimum width ot inches. Trim
and handrails should not proiect more than
3% inches into the required width. Section
3305 (b).
97.Rise6 on stain /ays should not exceed 7r/2
inchei and runs lhould not be less than l0
inches. Section 3305 (c).
98.Landings on stairways should have a dimensron
in thtdirection ot travel equal to the wrdth of
the stairway but need not exceed 4 teet. S€c'
tion .3305 (f).
9{t.Easemcnt gortion ol starn|ays should have an
aDDroved barner where continuous to uDper
lloors in an errt enclosure. Sectlon 3305 (8).
00.Vcrtical distances between stairway landinSs ara
limited to 12 teet. Section 3305 (h).
lol.',x?F"iiT'$"oinil'T! il"""J:"" Jlil ;:
tread. Section 3305 (i). Two handrails are re'
quired where stain'rays exceed tl4 inches in
width.
ro2.Guardrails tor stairs, balconies, and landin2\
should conform wrth Sectron 1714. Note I
maximum clearance between intermediate ra' -
is 9 inches.
a
l03.Ooenings in extetior walls within 10 feet of
irtctid'r stairwavs shoutd be protected with
talt.cloiinS threir.fourth3'hout tirr'rrtittiva l3'
scmblies. Section 3305 (k).
104.Enclosed usable space under interior stalrways
should be protected on the enclosed srde as
required for one'hour fire'resistive con3truc'
tion. Section 3305 (l).
105.Noncombustibte exterior stairs are required. Sec'
tion 3305 (m).
105.Exterior stairs should not project into an area
(yards or courts) where wall openings must be
irotected. Section 3305 {m).
LO7.One stairwav should extend to the roof. Section
3305 (n). ft must be in a smokeproot enclosure
ln UuliOings over four stories in heiSht. Sec'
tion 3309 (b).
108.Six.foot 6.inch minimum headroom clearance tor
stairwavs should be indicated on plans. Section
3305 (o). Note that this is from a plane tangent
to the stairway tread nosangs.
r09.Ramp stoDes should not exceed one toot in
. ............................. feet. Section 3305 (c) (d).
1lo.Surface of ramps should be roughened or of a
nonslip material. Section 3306 (O'
I 11.Stairways shoutd be enclosed as sPecified in
Section 3308.
(a) One (two)-hout lire-resistive tYall3 ara' "
quired,
(b) 6nly exit doors are allowed to open into exat
enctosureS.
(c) Doors should be labeled one (one'and'one'
half)-hour fire assemblies.
(d) Exit enclosures should include a corridor.on
the ground tloor extending to the extenor.
Fire.resistive construction should be as te'
quired for the exit enclosure, includinB pro'
tected openings. Only exit doors are per'
mitted to open into the corridor.
(?) An approved barrier is required at thq ground
floor to prevent people ,rom accidently con'
tinuing to the lower level.(0 Usabli space is not allowed under the stairs.
tL2.One exit from the building should be. smoke'
proof enclosure qomplying wtth Section 3309.
113.Openings into exit couris less than I0 feet wide
should be prot€cted with labeled 45'minute tire
assemblies. Section 33ll (e). Also see "exrt
court" detanition In Sectron 3301 (c). Ooenings
more than l0 teet above the coun tloot are
exemDted.
114.No openings other than required exrts are per'
mitted in exit passageways. The passaBeways
should be of ............--........ .hour tire.resrsttve
construction. Section 331I (a).
I15.Erit itlumrnation and signs should be provided an
conformance wrth Section 3312.
r 16.Aisle (cross aisle) In audrtonum should he^
minimum width of .......--.........-.............. Secrrgn
3313 (b). Section 3313 (e).
Shcct No......{......ot........6..........Sh.ats
ia
r.,,R'
Shcct N0,......5-.....ot........-6-.....-...Sheets
tl7.Panic hardware rs requrre! exit doors servrng
Group B Occupancres having an occupant loao
of more than 100. Section 3316 (a). In lieu
ol this, doors shall have no locks or latches.
118.Main and side exits in conformance wrth Sec'
tion 3315 are required ror B'2 (1) Occupanctes'
Section 3316 (a),
l19.Corridors of Group C Occupancres should have a
width required by Section 3302 plus 2 feet' but
not less than 6 ieet. Section 3317 (a).
t20.Each floor above or belcw the ground floor level
of GrouD C Occuoancies should have no less
than two exit stairs. Section 3317 (c).
tzl.Exit stai6 serving an occupaot load of more than
100 in a Group C Occupancy should have a
minimum clear width of 5 feet. Section 3317
(c).
t22.Exit doors cannot !g more than 2 teet narrower
than the required corndor width in Group C
Occuoancies. Sectron 3317 (d ).
123.Exit doors from schoolrooms should swrng In
the direction of egress. Section 3317 (d).
t24.Rooms ot Group C Occupancies used by pupils
and located below grade should have one exit
leading directty to the exterior of the building.
Section 33I7 (e).
125.Panic hardware is required on exit doors serving
rooms containing more than 100 occupants
and in corridors bt Group C Occupancies. Sec'
tion 3317 (f).
L25.Every room in a Group D Occupancy sho-uld have
access to at least two legal means of egress.
Section 3318 (a).
127.Doors from bedrooms and wards of Group D
Occupancies and all extt openrngs where non'
ambulatory patients are housed should have a
minimum clear width of 44 inches. No Dro'
iqctions in this width are allowed. Section 3318
(b).
128.Panic hardware is required on exit doors serving
more than 50 occupants in Group O Occupan-
cies unless there is no latch or lock. Section
3318 (0.
t?9,Every'sleeping room below the tourth floor
shtiuld have one openable window or erterior
door conforming to Section 3320 for emer'
gency exit or rescue.
FLOOR, ROOF CONSTRUCTION, COVERING.
SKYLIGHTS, ROOF STRUCTURES
130.The space between wood floor constructlon and
a susDehded cealing below should be divided
into aieas not erceeding 1000 square teet. sec'
tion 3103.
t3l.Attica of combustible materral should be divided
into areas not exceedrng 2500 (7500) square
teet. Section 3205 (b).
132.Roof drarnage should be conducted under the
Dubtic srdewalk. Sectron 3206 (e).
r33.I Overflow drains having the same size as root
I drains and on Indeoendent drarn lrnes are fe'I ourred. In lreu ol l!- s. 3'J?ritcw sc'Jocers three
i times lhe srze of rcof drJrns shourd be tnstalled
i in parapet walls. Overflow system snould have
I inlets located 2 inches above the low pornts
I of the roof. Section 3206 (c).
134.The aegregate area ol penthouses and other rool
itruit-ute-s cannot exceed 33Vt qet cent of the
supporting .ool area. section 3601 (b).
ISHING SYSTEM
An approved automatic fire'extinguishing system
in the ................ .... is required.
Section 3801. This includes blind spaces en'
closed wholly or partly by combustrble con'
struction. U.B.C. Standard No. 38.160 (k).
Orv standgtges are required in butldings if'"{ or
more storres in height. Section 3804.
Wet standpipes are required as specilied in Sec'
tions 3805 and 3806.
137.
r 140.
I
t42.
Fireplaces
Section
Fire.ertinguishing tystem Pla nl
mitted to you to determlne
applicable bu ilding, Plumbing'
should bc sub.
compliance with
and fire codes.
FTREPLACES AND CHIMNEYS
Chimneys should compty with Section 3702.
and barbecues should comply with
3704.
The interior wall and ceiling linishes should be
specified and comply with Table No. 42'B and
Section 4203.
Gypsum wallboard (interior lath and plaster) can'
;rbt be installed on weather.exposed surfaces.
Sections 4705,4710. See Section 4?4 tot deti
nition of weather exoosed surface.
Skylights should comply with Chapter 34. Plastic
skylights are allowed only under the conditions
sDecrfred in Section 5205.
Glass'and glazrng should comply with Chapter
54. Type and thickness of Slass should be
Specified, /\'-16, eT^T€ <L^2"2 t\ <T'
Glass and glazing in hazardous locations should
comply with Section 5406.
FINISH WORK
STRUCTURAL
(c
(d Prestressin
SDecial insDection in conformance with Section
305 is reouired for the following work:
(a) Slructuial concrete where the design is based
on an ultimate compressive strength In er'
cess of 2000 pounds per square inch.
(b) All welding except where done in the shop of
an approved fabricator.
Instaltation of high strength bolts.
t47.
Irt8.
'151.
149.
150.Precast concrete wall panels are limited to an
h/t ratio of 36 (25). Section 2622 (f).
Soit ctassitication in conlormance with Table No.
28.8 and .. Pounds Per square
foot soil bearing value used in design should be
specitied on plans. Section 2803 (a).
The foundation investigation report mentioned in
plans was not included in data torwarded to us.
tt should be submrtted tor review.
All masonry or concrete elements reslstlng sers'
.rnic lorcis should qualrfy as rernforced ele'
ments. Section 23f4 (k) 3.
Wcod members may support loads trom masonry
or concrete only under the condltions specrrred
in Section 2510.
Structural calculations should be submrttec tc
iustrfy the adequacy ot the structural syste-:1
in resrsting sersmic and wind loads, ancl sup'
porting dCad and live loads. This includes
foundations.
153.Justifying calculations andltails should be pro'
vided fo,
154.Roots shall be designed for snow loads ol
....6.5............. pounds p€r square toot. Section
2305 (c).
t5s.The rool should be designed tor uplitt wind pres-
sures with due consideration for laleral support
of compression tlanges of flexural members.
155.Floor load should considcr a 20.pound per
squara foot partition load. Section 2302 (b).
t57.Marquees should be designed tof a 60-pound Per
square foot live load. Table No. 23.A.
158.Garages for the storage of grivate pleasure cars
shoutd be designed for a minimum 2000'pound
wheel load. Section 2302 (b).
r59.Live lo3d signs a?e required. Section 2309. See
160.Glued.laminated lumber should be fabricated in
accordance wrth S€ctron 25I3 (c). A certificate
ot inspection should be submitted to you. Sec'
tion 2513 (e).
t6l.Allowable stfess in glued.laminated members
over l2 inches in depth should consider a
depth reduction factor. Seciion 2513 (a) 4,
162.Cross grain tension in wood is limited to approxa.
mately one.third the allowable stress in shear.
Root'and floor ledgers should be justified tor
this tension resulting from a 2oo-pound per' lineal foot ho.izontal force specilied in Section
2313 in combination with dead loa(is, bbth
causing eccentric moments.
163.Bolted connections exposed to the weather are
limited to 75 per cent of the allowable load
under protected conditions. U.8.C. Standard
No. 25.1711 (c).
164.Anchorage of concrete and masonry walls Should
comply with Section 2313.
165.Plywood grades should conform with Table No,
25-C.
16,6.Justification is required that sulficient slope or
camber is available to assure adequate root
d.ainage after long time deflections. In lieu of
this, roots must be designed lor possible
ponding of water. Section 2305 (t).
157.retJn stressing method and hardware along
withlfstitying data are requrred on orestressed
conciete work. This data should be submrtted
and approved prior to ordering ol material.
Note that all tendons should comply wrth Sec'
tion 4303 (e) 3. for fire'resistive purposes.
158.Welding data or details lot steel decking used '
a diaphragm should be provided. lnlormatro'-
shoutd compty with a specific ICBO research
recommendation or test.data submitted in com'
plia nce with Section 106.
169.Oetails shoutd bc providcd on root (floor) Oie'
phragm connections that indicate how the
shears are transterred to vertical shear'resisting
elements. Connections should be iustitied with
3tructural calculations tor compliance wrth al'
lowable values.
170.Nailing for gypsum board (lath, sheathing board)
used struaturallv on shear walls should be
specified and comply with Table No. 47'1.
17t.Shear walls utilizing gypsum board (lath' sheath'
ing board) cannot be used to resist loads im'
posed by masonry or concrete walls. Footnote
I, Table No. 47.1.
t72.Railings should be designed to withstand a 20-
pound per foot horizontal force. Section 2304.
t73.Ceiling ioists should be designed for tot€l load
of not less than l0 pounds per square toot.
Section 2304.
t74.lnterior partitions should be justilied structurally
for strength and detlection criteria specafied in
Section 2312 (b).
175.
with a sDecific ICBO research recommendation
or iustifying test data should be submitted in
compliance with Section 106.
176.Wood members entering masonry or concrere,
should comply with Section 2509 (O. !
t77.Plans should indicate that foundations extertd
below-ihe lrost line,
L7A.Provide complete specitication in conformance
with the design tor
lddiiimrt Corrcction :
lh3|a lhrttl tra I Fr.! of tht phnt and lhlll tamrin rn'ch'd th"'to'
Rrchecked tnd Approved....
O.1....................
Co.raciionr rr abov. indlcalcd rill ba cofiglitd rith,
(Sign Here)........
(Si8nalufa ot Own.r o. Applicant)
Chcck?d by...............-......
Dat6 .....,.........
shrct No.....€.......ot....-..9...........sicots
tcr 20O.l