HomeMy WebLinkAboutEAGLE POINTE CONDOMINIUMS COMMON 1986{ooA Pr';fr-
| ilrfuftffil affiI"^
bn*i Fal ltic canolas
''" n-u*nr, /a,t /irtttM/fu"
/ ftr|
I sPEc r F r cAl'r oN S
It coF{MoN FAc r r- r:r r Es Al)n r -r r oN
FAI-I. I-INE BIJIL-DII{G
I vA I L- ', cCrL-ORADo
I Jur-Y 4- 1946
I
I
I
I ot'JNER: GENERAL coNTRAcroR:
t xlrsEn E. MORCUS cARpENTRy UNLTMTTED, rNc.
vArL' coLoRADo vArL' coLoRADo
r 476-4444 476-2Loo
I
ARCHITECTi ' STRUCTURAL ENGINEER:
I l,lrcHAEL G. PERKTN - ArA BoyLE ENGTNEERTNG, rNc.
I EAGLE-vArL, coLORADo vArL' coLoRADo
949-5835 476-2L7o
I t'tEcHANrcAL/ELEcrRrcAL ENclllEER:
YODER ENGINEERING CONSULTANTS, INC.
. AVON. COLORADO
I 949-1191
I
LANDSCAPE ARCHITECT:
I LAND DESTGNS BY ELLrsoN & co.
I VAIL. COLORADO
476-3254
I GEOTECHNICAL ENGINEERirCHEN AND ASSOCIATES' INC.
I GLENITOOD SPRTNGS, COLORADO
I 945-7438t
+3I
I
I
I
I
I
I
I
T
I
I
I
I
I
I
T
T
I
I
I
I
I
I
I4gtE AE SgUIENIT
CONTENTS:
DIVISION ONE _ GENERAL CONDITIONS.
DIVISION Trr)O -
Section One -
Section Two -
Sectlon Three
Section Four -
SecLlon Flve -
DIVISION THREE
Section One -
Section Two -
Seclion Three
SecLlon Four -
SecLion Five -
SecLion Six -
DIVISION FOUR
Seetion One -
Section Tvro -
Section Three
DIVISION FIVE
SecLion One -
Sectlon Tno -
DIVISION SIX -
SecLion One -
Seceion Two -
PAGE NUXBER:
....1
SITE idORK:
Subsurface CondiLions.. """4Excavation, Fllllng, Grading .. " '4
- Site Drainage ........6
Aaphalc Pavenent ... ".6
StLe lrnprovenentg, Landscaplng... .""7
- CONCRETE:
7Fornwork
Concrete Reinforcernent. '.""8
- CasL In P1ace ConcreLe " " '9
ConcreLe T€stlng "'"'1o
Concret'e CongLructlon Jointg.-.. .....1O
Concrele Slab Finishes. " " '11
- }TASONRY:
Concrete Block ltasonry '"'"'11Brlck ltasonry .....13'
- Preca,st Concrete Coplng Blocks .. .. ' ' 'L2
- METALS:
SLructural Sleel ... " "12trtlscellaneoug Steel.... """13
gOOD AND PLASTICS:
Rough CarpentrY ...."'13
Flnigh CarpentrY '..""'15
DIVISlON SEVEN - THERMAL AND MOISTURE PROTECTION
S€ction One - DanProofing. . .
SecLion Two - Air Infiltration Barrier
Sectlon Three - VaPor Barrler
Sectlon Four - Ingulatlon... -
gEctl€rn Fr.ve - Shlngles and Roofing...
Sectj.on Six - Flashlng and Sheet I'letal
Seclion Seven - Caulking and Sealants
DIVISION EIGHT - DOORS AND WINDOWS
Sectlon One - Doorg and (,indows...
Section Two - Glass and Glazing-..
Secer.on Three - SkYIite. .
Sectlon Four - Door Hardtrare.
DIVISION NINE . FINISHES:
SecLion One - Gypsun WaIlboard....
Section Two - Ceratnic Tlle.
Section Three - CarPet
Section Four - Painti ng
lE
t7
L'
I7
18
T9
20
20
2t
11
zz
22
22
I
I
I
t
T
I
I
I
I
I
I
I
I
I
I
I
I
I
TABLE OF CONTENTS, CONT'D
DIVISION TEN - SPECIALTIES:
Saction One - Shower Doors " " '25
Sectlon Tuo - Tolletroon Hardware-... " " '25
SecLlon Three - Tollet' Par!lt1ons.... " " '25
DIVISION ELEVEN . EOUIPI'IENT:
SecLlon One - Appllances. ... " "26
DIVISION TWELVE - FURNISHINGS:
(NOT APPLICABLE)
DIVISION THIRTEEN - SPECIAL CONSTRUCTION:
Sectlon One - Swimnlng PooI and Spa.. ""'26
DIVISON FOURTEEN - CONVEYING SYSTEI{S:
(NOT APPLICABLE)
DIVISION FIFTEEI'I
Section 15O1O -
Section 15O2O -
SecLion 15023 -
SecLion 15042 -
SecLion 15043 -
Section L5045 -
Section L5O47 -
Section 15044 -
Section 15O5O -
Sectlon 151AO -
Sectlon 154OO -
Sectlon 15600 -
Secllon 158OO -
SecLIon 159OO -
DIVISION SIXTEEN
Sectlon 15O1O -
Secclon 16020 -
Sectlon L6O2L -
Section 16025 -
Section 16030 -
Sectlon 16040 -
Sec|ion 16100 -
Section L64OO -
Section 155OO -
Section 16700 -
- I'IECHANICAL:
General Provisions.... " "24tlork Included. .. .... .31
Codeg, Fees, Pernils & SLandards... ... " '33
Tests .....35
Balancing of Syslerns.... ... '. "36
Pro3ect Conpletion.... " "3e
Identification .. .. '. '4O
Maintenance t'tanuaL s, OperaLing
IngLruclions, As-BulIt Drauings.. ... " " '42Baglc ltaLerials and lleLhodg-.. ..."'44
Insulatlon.... " " "53
Plurnbing """'54
Power or Heat. Generation.... " " " "66
Air Discrlbution " '64
Controlg and I nglrunenta! ion . ... " '72
- ELECTRICAL:
General Provlslons.... " '73lrork Included. ..""'77
hlork NoL Included " ' '78
Codeg and Feeg. ......79
Tegtg ... " .8O
Identification """'41
Basic ltaLerials and llethods... """92
Service and Distributlon """'92
Lighting """'94
ConnunicaLion Systens.. ..... '. '96
END TABLE OF CONTENTS
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
t
I
I
I
PAGE 1
GENERAL CONDITION5 AND REOUIREMENTS:
GC-1:
THE TERM "O(JNER" SHALL }IEAN KAISER E. !!ORCUS. THE TERII "GENERAL
CONTRACTOR" SHALL !{EAN CARPENTRY UNLIT'IITED, INC. THE TERI'I
..ARCHITECT'' SHALL I'TEAN MICHAEL G. PERKIN - AIA. THE TER}I
..STRUCTURAL ENGINEER" SHALL UEAN BOYLE ENGINEERING, INC. THE TERH
..}TECHANICAL ENGINEER" OR "ELECTRICAL ENGINEER" SHALL I'IEAN YODER
ENGINEERING CONSULTANTS, INC. THE TERM "LANDSCAPE ARCHITECT"
SHALL }IEAN LAND DESIGNS BY ELLISON AND COT'IPANY. THE TERI'I "sOILS
ENGINEER" SHALL }IEAN CHEN AND ASSOCIATES, INC.
GC-22
THE GENERAL CONTRAcTOR SHALL CAREFULLY STUDY AND REVIE9 THE PLANS
AND SPECIFICATIONS PREPARED BY THE ARCHITECT AND ENGINEERS AND
SHALL AT ONCE NOTIFY AND REPORT TO THE ARCHITECT ANY ERROR'
INCONSISTENCY. OR OITISSTON HE I'tAY DISCOVER. IF THE GENERAL
CONTRACTOR OBSERVES OR DISCOVERS THAT ANY PART OF THE PLANS AND
SPECIFICATlONS ARE AT VARIANCE IN ANY RESPECT WITH APPLICABLE
LA('S. STATUTES, ORDINANCES, CODES OR REGULATIONS, HE SHALL
PROMPTLY NOTIFY THE ARCHITECT AND SHALL NOT PERFORM ANY WORK
KNOOING IT TO BE CONTRARY TO SUCH LAWS' STATUTES, ORDINANCES'
CODES OR REGULATIONS.
GC-3:
THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL IN NO CASE OBTAIN
DII'IENSIONAL DATA BY SCALING THE DRAWINGS. ALL DI}IENSIONAL DATA
SHALL BE OBTAINED USING THE INDICATED DII'1EN5IONS SHOWN ON THE
DRAWINGS. T'HERE DIMENSIONAL DATA IN NOT SHO('N OR IS UNCLEAR'
VERIFYSUCHDATA('ITHTHEARCHITECTPRIORTOPERFORI'IINGANYWORK
AFFECTED BY MISSING OR UNCLEAR DII'IENSIONAL DATA.
GC-4:
THE GENERAL CONTRACTOR SHALL ENDEAVOR TO STAFF THE PROJECT I'ITH
EMPLOYEES AND SUBCONTRACTORS ('HO ARE TRAINED' EXPERIENCED' AND
COMPETENT TO PERFORM THE trrORK AND PRODUCE A FINISHED PRODUCT
EXHIBITING HIGH STANDARDS OR qroRKl{ANSHTP, CRAFTSIIANSHIP AND
ouALITY.ALLLABoRSHALLBEPERFoR}TEDINTHEBESTAND}toST
0oRK}IANLIKEI'ANNERBYPEoPLESKILLEDINTHEIRRESPECTIVETRADES.
THE ARCHITECT SHALL BE THE SOLE INTERPRETER OF THE OUALITY OF THE
WORK}IANSHIP AND CRAFTS}IANSHIP. tT'HERE CONFLICTS OCCUR IN THE
INTERPRETATION OF THE OUALITY, AN UBDEOEBDEBT PARTY ACCEPTABLE TO
THE Ot{NER, THE ARCHITECT, AND THE GENERAL CONTRACTOR MAY BE
RETAINED TO JUDGE AND GIVE FINAL OPINION A5 TO THE OUALITY OF THE
ITEM OR ITE}'S IN OUESTION.
GC-5:
tdHERE REOUIRED IN THE PLANS AND SPECIFICATIONS' THE GENERAL
CONTRACTOR SHALL PROVIDE SHOP DRA("INGS' PRODUCT SAilPLES' PRODUCT
SPECIFICATIONS AND CATALOG DATA, AND TE5T REPORTS TO THE ARCHITECT
FOR REVIEW PRIOR TO COI'IMENCEIIENT OF ANY PORTION OF THE II'ORK
REOUIRING SUCH SUB}IITTAL. SUBMITTALS SHALL BE FIRST REVIEI^'ED AND
I
I
I
I
t
t
I
I
I
I
t
I
I
I
I
I
t
I
I
APPROVED BY
ARCt{TTECT,
NO UNUSUAL
PAGE 2
THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL TO THE
AND SHALL BE SUBMITTED IN SUCH A T'IANNER SO AS TO CAUSE
DELAV IN THE CONSTRUCTION SCHEDULE.
GC-6:
TO THE FULLEST EXTENT PERI'IITTED BY LAW, THE GENERAL CONTRACTOR
SHALL INDEI,INIFY AND HOLD HARMLESS THE O!'NER AND THE ARCHITECT FROI'I
AND AGAINST ALL CLAIIIS, DAIIAGES, LOSSES AND EXPENSES, INCLUDING
BUT NOT LIiIITED TO ATTORNEY',S FEES, ARISING OUT OF OR RESULTING
FROIi THE PERFORT{ANCE OF THE WORK, PROVIDED THAT ANY SUCH CLAII{S,
DAMACE, LOSS OR EXPENSE (1) IS ATTRIBUTABLE TO BODILY INJURY'
SICKNESS, DISEASE OR DEATH, OR TO INJURY TO OR DESTRUCTION OF
TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF) INCLUDING THE LOSS
oF uSE RESULTING THEREFROI'!, AND (2) IS CAUSED IN gTHOLE OR IN PART
BY ANY NEGLIGENT ACT OR O}IIsSION OF THE GENERAL CONTRACTOR AND
SUBCONTRACTOR5, ANYONE DIRECTLY OR INDIRECTLY EI'IPLOYED BY ANY OF
THEM OR ANYONE FOR WHOSE ACTS ANY OF THEM I'IAY BE LIABLE,
REGARDLESS OF I'HETHER OR NOT IT IS CAUSED IN PART BY A PARTY
INDE}INIFIED HEREUI'JDER. SUCH OBLIGATION SHALL NOT BE CONSTRUED TO
NE6ATE, ABRIDGE, OR OTHERtdISE REDUCE ANY OTHER RIGHT OR
OBLIGATION OF INDEI'INITY gJHICH WOULD OTHERWISE EXIST AS TO ANY
PARTY OR PERSON DESCRIBED IN THIS PARAGRAPH. THE OBLIGATION OF
THE GENERAL CONTRACTOR AND SUBCONTRACTOR UNDER THIS PARAGRAPH
SHALL NOT EXTEND TO THE LIABILITY OF THE ARCHITECT ARISING OUT OF
(1) THE PREPARATION OF THE PLANS AND SPECIFTCATIONS, OR (2) THE
GIVING OR THE FAILURE TO GIVE DIRECTIONS AND INSTRUCTIONS BY THE
ARCHITECT PROVIDED SUCH GIVING OR FAILURE TO GIVE IS THE PRIMARY
CAUSE OF THE INJURY OR DA}IAGE.
GC-7.
THE GENERAL CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR THE
SELECTION AND COORDINATION OF ALL SUBCONTRACTORS. NOTHING IN THE
PLANS AND SPECIFICATIONS SHALL BE CONSTRUED BY THE CENERAL
CONTRACTOR TO ASSIGN RESPONSIBILITY FOR VARIOUS PORTIONS OF THE
9ORK TO SPECIFIC TRADES OR SUBCONTRACTORS.
GC-8:
THE GENERAL CONTRACTOR SHALL BE CO}TPLETELY RESPONSIBLE FOR
INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS
A}TD PROGRAMS IN CONNECTION g'ITH THE PERFORI'IANCE OF THE WORK' THE
GENERAL CONTRACTOR SHALL GIVE ALL NOTTCES AND COMPLY g'ITH ALL
APPLICABLE LAUS, ORDINANCES, RULES, REGULATIONS AND LA('JFUL ORDERS
OF ANY PUBLIC AUTHORITY BEARING ON THE SAFETY OF PERSONS OR
PROPERTY AND THEIR PROTECTION FRO}I DAI'tAGE, INJURY OR LOSS.
GC-g:
PRIOR TO COM}IENCEIIENT OF ANY tr,ORK, THE GENERAL CONTRACTOR SHALL
MEET q'ITH THE O(dNER, OR REPRESENTATIVE OF THE OWNER, TO DEFINE ANY
AND ALL INSURANCE REAUIRE}IENTS OF THE PROJECT AND ESTABLISH WHICH
PARTY IS TO PROVIDE AND PAY THE COST OF ANY REOUIRED INSURANCE.
NO WORK OF ANY KIND SHALL BE PERFORT'IED BY THE GENERAL CONTRACTOR
OR SUBCONTRACTORS UNTIL SUCH TIME THE Og'NER AND THE GENERAL
I
I
I
I
I
t
T
I
I
I
I
I
I
I
I
I
t
PAGE 3
CONTRACTOR HAVE AGREED TO THE REOUIRED INSURANCE PROGRAM AND THE
REOUIRED INSURANCE I5 IN FULL FORCE.
GC-10:
A}IY CHANGES IN THE ql,ORK, OR TO THE PLANS AND SPECIFICATIONS,
INITIATED BY THE OITJNER OR THE GENERAL CONTRACTOR' 0'HICH }TODIFY OR
ALTER THE STRUCTURAL SYSTEI'I , IIECHANICAL SysTEM, ELECTRICAL SYSTEI{,
OR WHEN SUCH CHANGES MODIFY OR ALTER CONFORMANCE AND CO}IPLIANCE
9ITH ANY APPLICABLE LAI" ORDINANCE' REGULATION OR CODE SHALL BE
SUB}IITTED TO THE ARCHITECT FOR REVIEW AND CO}IT'IENT PRIOR TO
COIiilENCE!'IENT OF SUCH CHANGE t'rORK.
GC-11:
TTIE GENERAL coNTRAcToR SHALL PRO}'IPLTLY CORRECT ALL I'JORK REJECTED
BY THE ARCHITECT, THE ENGINEERS' OR THE TOI,JN OF VAIL A5 DEFECTIVE
OR AS FAILING TO CONFORI1 TO THE REOUIRE}'ENTS OF THE PLANS AND
SPECIFTCATIONS TdHETHER OBSERVED BEFORE OF AFTER SUBSTANTIAL
COI'IPLETION AND T'HETHER OR NOT FABRICATED, INSTALLED OR COMPLETED'
THE GENERAL CONTRACTOR SHALL BEAR ALL COSTS OF UNCOVERING AND
REPAIRING HIDDEN, SUSPICIOUS TJORK, INCLUDING COI'TPENSATION TO THE
ARCHITECT AND ENGINEERS FOR THE ADDITIONAL SERVICES MADE NECESSARY
THEREBY.
GC-L2:
IT'HERE REFERENCE IS I{ADE TO KNO('N AND RECOGNIZED STANDARDS'
PUBLICATIONS AND SPECIFICATIONS, IT SHALL INFER AND I{EAN THE
LATEST EDITION OF SUCH DOCUMENTS ADOPTED AND PUBLISHED AS OF THE
DATE OF THE5E SPECIFICATIONS. IN ADDITION TO COMPLYTNG 9JITH THE
REOUIRE},IENTS OF THE PLANS AND SPECIFICATIONS, THE GENERAL
coNTRAcToRANDsUBcoNTRAcToRsSHALLcoMPLYWITHTHEREoUIREI.IENTS
OF THE UNIFOR!' BUILDING CODE. 1945 EDITION, AS ADOPTED BY THE TOWN
OF VAIL.
GC- 13:
THE ARCHITECT (,JILL REVIEI.' PROPOSALS FROII THE GENERAL CONTRACTOR
FoRSuBSTITUTIoNoFMATERIALSANDEoUIPI'IENToNLYU,HENSUCH
PRoPoSALsAREACCoI'IPANIEDBYFULLANDCoMPLETETEci{NIcALDATAAND
SAMPLES OJHEN REAUIRED BY THE ARCHITECT TO FAIRLY EVALUATE THE
PROPOSED SUBSTITUTION. THE ARCHITECT WILL REVTE!' ANY PROPOSALS BY
THEGENERALcoNTRAcToRSUGGESTINGALTERNATEDESIGNAND
CONSTRUCTION TECHNIOUES OR METHODOLOGIES, BUT SHALL BE UNDER NO
OBLIGATION TO ACCEPT OR APPROVE SUCI{ PROPOSALS.
GC- 14:
ALL DEVICES, EQUIP}IENT, AND APPLIANCES SHALL BE INSTALLED AND
CLEANEDINCoMPLETEAccoRDANcE(IJITHTHE}'IANUFACTURER,S
INSTRUCTIONS AND DIRECTIONS, AND SHALL BE LEFT CLEAN AND IN
PERFECTLY OPERABLE CONDITION READY FOR USE BY THE OWNER AND
BUILDING OCCUPANTS.
GC- 15:
I THE GENERAL CON'rRACTOR SHALL LEAVE ALL COI'IPONENTS OF THE BUILDII{G
r
I
I
T
t
T
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PAGE 4
AND THE SITE IN A NEAT AND CLEAN CONDITION READY FOR OCCUPANCY BY
THE OU,,NER AND THE BUILDING OCCUPANTS.
GC-16:
THE GENERAL CONTRACTOR SHALL PREPARE A "BUILDING }IANUAL" T"ITH A
COPY DELIVERED TO THE OWNER AND TO THE ARCHITECT CONTAINING THE
FOLLOU.,ING, AT A I,TINIMU}i:
A. CO}IPLETE INSTRUCTIONS REGARDING THE OPERATION AND I{AINTENANCE
OF ALL COI'IPONENTS OF THE HEATING AND VENTILATING SYSTEI'I .
B. COMPLETE INSTRUCTIONS REGARDING THE OPERATION AND IIAINTENANCE
OF THE SWIMMING POOL AND SPA }IECHANICAL SYSTEI{S.
C. CO}IPLETE INSTRUCTIONS REGARDING THE OPERATION AND MATNTENANCE
OF THE FIRE ALAR},I SYSTE}'I .
D. COI,TPLETE INSTRUCTIONS REGARDING THE OPERATION AND ITAINTENANCE
OF THE LAUNDRY ROOU AND SAUNA EOUIPI'TENT.
E. COPIES OF ALL 9JARRANTIES AND GUARANTEES.
F. COIiPLETE LISTING OF ALL PAINT, STATN, AND FINISH ITANUFACTURERS
AND COLOR NUMBERS APPLIED TO THE BUILDING, WITH THE LOCATION
OF THE COLORS NOTED AND SHOWN.
G. COIIPLETE LISTING OF ALL CERAT'IIC TILE INSTALLED IN THE BUILDING
b,ITH TI{E LOCATION OF THE TTLE NOTED AND SHOHN.
H. A LIST, grITH ADDRESSES AND TELEPHONE NUMBERS' OF THE POOL/SPA
SUPPLIER. THE HEATING AND VENTILATION SYSTE}I INSTALLER, THE
PLUMBING SYSTEM INSTALLER, THE ELECTRICAL SYSTEII INSTALLER,
AND THE ROOFER.
DIVISION TqJO -EIIE !QET!
SUBSURFACE CONDITIONS:SECTION ONE -
2.L.ti
A SOILS INVESTIGATION AND REPORT HAVE BEEN PREPARED BY CHEN AND
ASSOCIATES AND MAY BE INSPECTED AT THE OFFICE OF TI{E ARCHITECT OR
TI{E STRUCTURAL ENGINEER. FOLLO(' ALL INSTRUCTIONS AND
RECO}tI'tENDATIONS CONTAINED IN THE REPORT INCLUDING, BUT NOT LII{ITED
TO, TIIE NOTIFICATION OF CHEN AND ASSOCIATES AT SUCI{ TIIIE THE
FOUI{DATION EXCAVATION IS OPEN FOR VIEtd AND READY FOR INSPECTION BY
CHEN AND ASSOCIATES. NO FOUNDATION WORK SHALL BE INSTALLED
U'ITHOUT THE INSPECTION AND APPROVAL OF THE EXPOSED SOILS BY CHEN
A}ID ASSOCIATES. SHOULD CHEN AND ASSOCIATES FIND UNPREDICTED SOIL
CoNDITIONS AT THE TIIIE OF INSPECTION, BOTH THE ARCHITECT AND THE
STRUCTURAL ENGINEER SHALL BE NOTIFlED AND NO FOUNDATION I'ORK SHALL
BE INSTALLED UNTIL ANY NECESSARY FOUNDATION DESTGN AilMEND}IENTS'ARE
EXECUTED BY THE STRUCTURAL ENGINEER.
SECTION TWO - EXCAVATING, FILLING, AND ROUGH GRADING:
2.2. L i
EXCAVATION OPERATIONS SHALL BE PERFOR!'IED 50 A5 NOT TO DISTURB
NATURAL BEARING SOILS (JHEREVER POSSIBLE AND SO A5 TO I'TINIIIZE
DAIIAGE TO THE ADJACENT BUILDING. |,HERE NATURAL BEARING SOILS HAVE
T
t
T
I
I
PAGE 5
BEEN UNAVOIDABLY DISTURBED, THE REPRESENTATIVE OF CHEII AND
ASSOCIATES I.TAKING THE EXCAVATION II.ISPECTION SHALL BE NOTIFIED AND
SHO(.,N THE LOCATION OF 5UCI{ DISTURBANCE.
2.2.22
THE GENERAL CONTRACTOR SHALL FOLLOt" ALL RECOMI'IENDATIONS OF CHEN
AND ASSOCIATES FOR EXCAVATION, FOR REMOVABLE OF UNACCEPTABLE
solLs, FoR REFILLING qrITH ACCEPTABLE SOILS, AND FOR COITPACTION AND
BACKFILLING OF ALL SOILS'
- 2.2.3i
I T{O OFF-SITE BACKFILL OR OTHER FILL I{ATERIAL SHALL BE PLACED ORr TNSTALLED wrrHour rHE spEcrFrc AppRovAL oF cHEN AND AsSocrATES.
2.2.42
THE ARCHITECT SHALL BE NOTIFIED BY THE GENERAL CONTRACTOR IF
UNANTICIPATED CONDITIONS ARE ENCOUNTERED DURING EXCAVATION
OPERATIONS AND BE NOTIFIED OF ANY RECOM}IENDATIONS I{ADE AT THE
PROJECT SITE BY CHEN AND ASSOCIATES NOT PREVIOUSLY DESCRIBED OR
CONTAINED IN THE ORIGINAL SOILS REPORT.
2.2.=2
UTILITY TRENCHES SHALL BE REFILLED AND CO}{PACTED TO I'IINI!IIZE
FUTURE SETTLE}IENT ACCORDING TO RECOMI'ENDATIONS OF CHEN AND
ASSOCIATES.
2.2.62
PROVIDE }IEANS AND DEVICES WITH WHICH TO PROI'TPTLY REMOVE AND
DISPoSEoFALLtjATERFRo}TEVERYSoURcEENTERINGTHEoPEN
EXCAVATIONS. SHOULD EXCESS I'ATER ENTER THE OPEN EXCAVATIONS' THE
GENERAL CONTRACTOR SHALL NOTIFY CHEN AND ASSOCIATES AND FOLLO{' ALL
RECO}II.IENDATIONS MADE BY CHEN AND ASSOCIATES FOR DRYII{G,
RECO!|PACTING, REPLACEI'IENT AND REPAIR OF SATURATED SOILS PRIOR TO
PoURINGINITIALoRsUBsEoUENTFoUNDATIoNSYSTEHcoNcRETE.
2-2-7i
DO NOT BACKFILL AGAINST FOUNDATION SJALLS OR RETAINING WALLS UNTIL
SUCH TII{E CONCRETE TEST RESULTS SHOT'' THE CONCRETE IIAS REACHED IT5
SPECIFIED STRENGTH. PRIOR TO BACKFILLING AGAINST FOUNDATION WALLS
AND RETAINING q'ALLS' THE GENERAL CONTRACTOR SHALL RECEIVE SPECIFIC
APPROVAL FRO}' THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT'
2.2.4: -
PLACE SOIL BACKFILL IN }TECHANICALLY COI'IPACTED LIFTS OR LAYERS IN
ACCORDANCE WITH RECO}I!{ENDATION5 OF CHEN AND ASSOCIATES' UNLESS
0THEROISE SPECIFICALLY APPROVED BY THE ARCHITECT, "JETTING" OR
..PUDDLING" g'ITH 9'ATER SHALL NOT BE UTILIZED A5 A SOIL COITPACTION
TECHNIOUE. AT CRUSHED ROCK BACKFILL SURROUNDING THE BUILDING AND
POOL DECK RETAINING (,JALLS, PLACE ROCK IN EVEN LIFTS OR LAYERS
AROUNG ENTIRE PERI}iETER AND AVOID CO}IPLETELY FILLING ONLY A
PARTIAL PORTION OR LENGTH OF rrALL.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
T
I
I
I
PAGE 6
2.2.9.
COORIDINATE ALL BACKFTLLING OPERATIONS qiITH THE INSTALLATION OF
THE PERIMETER DRAINAGE PIPE, THE AREA DRAINAGE PIPE' THE DECK
DRAINAGE PIPE, AND THE FIRE PROTECTION DRY-STANDPIPE SYSTE}I'
WHERE BLOCK-OUTS IN THE FOUNDATION 9JALLS ARE REAUIRED FOR ANY
PIPING SYSTEI{, VERIFY THE LOCATIONS AND SIZES OF THE BLOCK-OUTS
i{ITH THE ARCHITECT PRIoR To CLoSING THE FoRHb,oRK FoR ANY
FOUNDATION SYSTEM CONCRETE POUR.
SECTION TITREE - SITE DRAINAGE:
2.3 .! 2
PROVIDE AND INSTALL PERII.IETER DRAINAGE SYSTEI'I A5 SHOWN ON THE
DRAqJINGS. PERII,TETER DRAIN PIPE SHALL BE SIZE AS SHOW}J ON THE
DRAIJINGS, FLEXIBLE, PERFORATED PLASTIC DRAIN PTPE }TANUFACTURED BY
ADVANCED DRAINAGE SYSTEMS INSTALLED IN ALL LOCATIONS qJITH A
I{INI}TUM OF 12 INCHES OF CRUSHED ROCK SURROUNDING THE PIPE. THE
ENTIRE PERI},IETER DRAINAGE SYSTE}I SHALL BE INTERCONNECTED AND
SLOPED TO ALLO9J POSITIVE FLOW DOUJNWARD TO A POINT DAYLIGHTING ON
THE SLOPED BANK OF GORE CREEK. PRIOR TO THE INSTALLATION OF THE
PERI}IETER DRAINAGE SYSTEM, THE GENERAL CONTRACTOR STIALL REVIEI"
TJITH THE ARCHITECT THE PROPOSED LAYOUT.
2.3.22,
PROVIDE AND INSTALL AREA DRAIN SYSTEI( AS SHOWN ON THE DRATT'INGS'
AREA DRAIN SYSTE}I SHALL BE ABS/DWV PLASTIC PIPE OR ALTERNATE
APPROVED BY THE ARCHITECT. SIZE OF THE PIPE SHALL BE AS SHO{ldN ON
THE DRAE'INGS. THE AREA DRAIN SYSTEIT SHALL BE INTERCONNECTED AS
SI{OgIN ON THE DRAWINGS AND INSTALLED WITH SLOPE TO PROVIDE POSITIVE
DRAINAGEFLO('DOI'NTdARDTOAPOINTDAYLIGHTINGONTHESLOPEDBANK
OF GORE CREEK.
2.3.3i
PROVIDE AND lNSTALL POOL DECK DRAINAGE
DRALJINGS INTERCONNECTIN6 $.,.TTH THE AREA
PARAGRAPH 2.3.2.
SYSTE}I AS SHOWN ON THE
DRAIN SYSTEM DESCRIBED IN
SECTION FOUR - ASPHALT PAVE}IENT AND SURFACING:
2.4.L'.
AT AN APPROPRIATE TIME DURING THE CONSTRUCTION SEOUENCE' THE
OWNER, ARCHITECT, AND GENERAL CONTRACTOR SHALL I'TEET AT THE PROJECT
SITE TO DETER}IINE IF THE EXISTING PARKING AREA ASPHALT PAVEMENT IS
IN ADEEUATE CONDITION TO BE REPAIRED OR IF THE ENTIRE PARKING AREA
SI{OULD BE REPAVED. IF REOUESTED BY THE OWNER AND THE GENERAL
CONTRACTOR, DETAILED ASPHALT PAVET{ENT SPECIFICATIONS WILL BE
DEVELOPED BY THE ARCHITECT AT SUCH TIIIE THE DECISION IS MADE
DETERI1INING THE EXTENT OF THE ASPHALT PAVET'IENT (,,ORK REAUIRED.
I
t
I
I
I
I
I
I
I
I
t
I
I
I
I
I
I
I
t
PAGE 7
SECTION FIVE - SITE II'IPROVEI'IENTS AND LANDSCAPING:
2.5.L:
BRICK PAVING SHOWN ON THE DRAI'TNGS TO BE LOCATED BETWEEN THE
EXISTING BUILDING CONCRETE q'ALKI'AY AND THE PERIT'IETER OF THE NEg'
COI'IMON FACILITIES ADDITION SHALL BE SPLIT BRICK PAVERS, LOOSE-LAID
ON TOP OF THE CRUSHED ROCK BACKFILL. INSTALL BRICK PAVERS SLOPING
TO "VALLEY" AS SHOhIN ON THE DRAWINGS. SPLIT BRICK PAVERS SHALL BE
15/8..X 4.. x 8.. UNITS, RED-BRO(,,N COLOR AS PROPOSED BY THE GENERAL
CoNTRACTOR, SUBJECT TO REVIET' AND APPROVAL BY THE ARCHITECT.
2.3.2'.
BRICK PAVING SHO$'N ON THE DRAWINGS TO BE LOCATED AT THE ENTRY WALK
BELOId THE ENTRY CANOPY SHALL BE THE SAI'{E SPLIT BRICK PAVERS
SELECTED IN PARAGRAPH 2.5.1, LOOSE-LAID ON 2" SAND BED. PRIOR TO
INSTALLING SAND BED, COIIPACT SOIL TO MINIItIZE FUTURE SETTLEI'IENT.
2.5.3:
I}.ISTALL LANDSCAPING AS SHOOIN
DRAS'INGS (SHEET L-1). PRIOR
GENERAL CONTRACTOR SHALL I'IEET
ARCHITECT TO VERIFY LANDSCAPE
SYSTEM REOUIREHENTS.
AND SPECIFIED ON THE LANDSCAPE
TO INSTALLATION OF LANDSCAPING' THE
b,ITH THE OU'NER AND THE LANDSCAPE
PLAN AND COORDINATE ANY IRRIGATION
DMSIaU IHBEE : ga{eBEIEi
SECTION ONE - FORM g'ORK:
3.1.1:
THE STRUCTURAL DRAIJINGS ARE INTENDED TO ILLUSTRATE THE FINISHED
STRUCTURE ('ITH ALL ELEMENTS IN THEIR FINAL POSITION' PROPERLY
SUPPORTED AND BRACED. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE
FOR PROVIDING TEI'IPORARY SHORING AND LATERAL BRACING OF FRA}TING AND
FORM9IIORK DURING CONSTRUCTION TO ACHIEVE FII{AL STRUCTURE' tdI{EN
REOUESTED. THE STRUCTURAL ENGINEER WILL FURNISH TEMPORARY SHORING
AND BRACING RECOI'T!'IENDATIONS AND DETAILS.
3.L.2i
IN ADDITION TO CO}IPLYING gJITH ALL PERTINENT CODES AND REGULATIONS'
CO}IPLY tdITH ALL APPLICABLE RECOM}IENDATIONS CONTAINED IN AI{ERICAN
CONCRETE INSTITUTE PUBLICATION ACI-72, REVISED 1941'
3. 1 .3:
FORI.TS FOR SURFACES TO BE HIDDEN FROI'I VIE(T' OR COVERED BY EARTH OR
GRAVEL BACKFILL SHALL BE PLYWOOD OR IIETAL FOR}|S ALIGNED AND BRACED
TO PROVIDE PROPER CONCRETE COVER OVER REINFORCTNG STEEL AND TO
MAINTAIN POSITION DURING PLACEMENT OF CONCRETE' FOR}'S FOR
SURFACES TO BE EXPOSED TO VIE9J SHALL BE NEW PLYTJOOD OR NEg' }IETAL
FORI{5 TO PRODUCE FINISHED SURFACE gJITHOUT IMPERFECTIONS CAUSED BY
OLD OR DA}IAGED FORMs.
I
I
I 3.1 .4:
CONSTRUCT FORIIS
REOUTREHENTS OF
PAGE S
PLU!,IB, STRAIGHT, LEVEL AND MEETING TOLERANCE
ACt-72, REVTSED 1941 .
I 3.1.s:I COoRDINATE ALL FoRI'lwoRK qIITH ALL OTHER TRADES TO PROVIDE BLOCK-
ouTS, BOLTS, ANCHORS, EIIBEDDED ITEI'IS, oR oTHER REOUIRED FEATURES.
3.1.6:
ALL FORM TIES SHALL BE A TYPE I{HICH DOES NOT LEAVE AN OPEN HOLE
THROUGH THE CONCRETE.
3.t.7i
rr,HERE FORM RELEASE AGENTS ARE TO BE USED, UTILTZE ONLY NON-
STAINING AGENTS APPLIED PRIOR TO PLACE}TENT OF REINFORCING STEEL
ATID OTHER E}TBEDDED ITE|'IS. RE}TOVE ANY PUDDLES OF FORI{ RELEASE
AGENT PRIOR TO PLACE}'ENT OF CONCRETE, AND REPLACE ANY REINFORCTNG
STEEL OR EMBEDDED ITEI{S lrrHICH |{AVE BECO}IE COATED 9JITH FORI'I RELEASE
AGENT PRIOR TO PLACEMENT OF CONCRETE.
5ECTION TSJO - CONCRETE REINFORCEIIENT:
3.2.1i
DETAILING, FABRICATION, AND PLACEI'IENT OF REINFORCING STEEL SHALL
BE IN ACCORDANCE U'ITH THE }IANUAL OF STANDARD PRACTICE FOR
DETAILING REINFORCED CONCRETE STRUCTURES (AI'IERICAN CONCRETE
lNSTITUTE PUBLICATlON 315-AO).
3.2.2'.
ALL REINFORCEMENT BARS SHALL BE NEq', CLEAN, FREE FROI{ RUST' AND
SHALL CONFOR},! TO ASTH SPECIFICATION A615-41. BARS #5 AND SI'TALLER
SHALL BE GRADE 40 AND BARS #6 AND LARGER SHALL BE GRADE 60 UNLESS
OTHERI'ISE NOTED ON THE STRUCTURAL DRAWINGS. PROVIDE REINFORCING
STEEL SHOP DRAI'INGs TO THE STRUCTURAL ENGINEER FOR REVlEIt, PRIOR TO
REINFORCING STEEL FABRICATION.
3.2.32
CONCRETE PROTECTION FOR REINFORCE}iENT BARS SHALL BE IN CONFOR}{ANCE
$ITH ACI PUBLICATION 319-A3 (BUILDING CODE REOUIRE}IIENTS FOR
REINFORCED CONCRETE) AND SHALL BE PROTECTED AS FOLLO9S:
CONCRETE POURED AGAINST EARTH.......3"
CONCRETE POURED IN FORI'IS BUT
EXPoSED To UEATHER oR EARTH.... .....L L/2,, (#5 BARS & SUALLER)
2" <#6 BARS & LARGER)
CONCRETE NOT EXPOSED TO UEATHER
OR IN CONTACT 9JITH EARTH.... ..3/4" (SLABs AND WALKS)
L L/2" (OTHER)
3.2.42
AT SPLICES IN REINFORCEITENT BARS, LAP BARS A I{INIMUI'I OF 36 BAR
I
I
I
I
I
I
I
t
I
I
I
I
I
I
I
I
I
I
PAGE 9
DIA}TETERS UNLESS OTHERT'ISE SHOqJN ON THE STRUCTURAL DRAWINGS' LAP
tdIRE FABRIC REII{FORCE}TENT ONE FULL }IESH AT SIDE AND ENDS LAPS' BUT
NOT LESS THAN 6", trITH ALL LApS |,IRED TOGETHER'
I 3.2.s2r wELDED ltrRE FABRTo SHALL coNFoRI't To AsrM A-1a5'
3.3.2.
ALL CONCRETE SHALL ATTAIN A }TINlTU}T
3OOO PSI. AIR ENTRAIN}IENT SHALL BE
UJORK.
3.3.3:
CONCRETE T{ATERIALS SHALL CONFORM TO
SPECIFICATIONS:
I
I
I
I
I
t
I
T
I
t
I
I
I
I
I
3.2.6?
I{AKE ALL BARS CONTINUOUS AROUND CORNERS OR PROVIDE CORNER BARS OF
EGIUAL SIZE AND SPACING. PROVIDE TWO #5 BARS AROUND ALL OPENINGS'
EXTENDING 24" BEYOND EDGE OF OPENING.
SECTION THREE - CAST-IN-PLACE CONCRETE:
3.3.1 :
ALL CONCRETE DESIGN 15 BASED UPON THE "BUILDING CODE REAUIREUENTS
FOR REINFORCED CONCRETE" (ACI 314-43) AND SHALL BE CONSTRUCTED IN
ACCORDANCE TJITH "SPECIFICATION FOR STRUCTURAL CONCRETE FOR
BUILDINGS" (ACI 301-44) AND CHAPTER 25 OF THE 19A5 UNIFORI{
BUILDING CODE.
PORTLAND CEMENT ..C15O,
AGGREGATES.... ...C33
I,ATER . CLEAN ,
AIR ENTRAINING ADMIXTURE ...C26O
I'ATER REDUCING AGENT ..C494
2A-DAY COI{PRESSIVE STRENGTH OF
7Z }IINIMUM FOR ALL EXTERIOR
THE FOLLOqJINC ASTI'I STANDARD
TYPE 1
DRINKABLE
3.3.4 :
CONCRETE SHALL BE TRANSIT t'tIXED IN ACCORDANCE IiITH ASTI{ C94'
3.3.5:
FOLLOW ALL HOT WEATHER AND COLD SJEATHER CONCRETE PLACEMENT
RECO}IMENDATIONS AND GUIDELINES OF THE A}IERICAN CONCRETE INSTITUTE'
COLD I,'EATHER AND HOT I'EATHER ADDITIVES SHALL NOT BE UTILIZED
WITHOUT THE SPECIFIC APPROVAL OF THE STRUCTURAL ENGINEER'
3.3.6:
THE GENERAL CONTRACTOR SHALL KEEP A I'JRITTEN RECORD ON THE PROJECT
SITE OF EACH CONCRETE POUR SHOIJJIN6 DATE, TI!'IE, OUANTITY' TRUCK
NU}!BER. LOCATION AND EXTENT OF POUR, AND DELIVERY SLIP FROM THE
TRANSIT-I'tIX COIIPANY.
I
I
I
I
t
I
t
I
I
I
I
t
I
I
I
I
I
t
I
PAGE 10
3.3.7 i
ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY VIBRATING OR
TAI{PING DURING PLACEMENT, AND SHALL BE THOUROUGHLY IdORKED AROUND
REINFORCEIIENT BARS AND INTO THE CORNERS OF THE FORMqJORK.
HONEYCOMBING RESULTING FROM I}IPROPER CONSOLIDATION TECHNIAUES UAY
RESULT IN REJECTION OF THE CONCRETE BY THE ARCHITECT OR STRUCTURAL
ENGINEER.
3.3. a:
THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AT LEAST 48
HOURS PRIOR TO ANY AND ALL CONCRETE POURS FOR REVIEW OF FORI{('ORK'
IN-PLACE REINFORCING STEEL, AND EMBEDDED ITEI'Is. NO CONCRETE SHALL
BE POURED T"ITHOUT THE SPECIFIC VERBAL APPROVAL OF THE ARCHITECT.
3.3.9:
FOR CHUTING, PUIIPING, AND PNUEI'tATICALLY CONVEYING CONCRETE, USE
ONLY EOUIPMENT OF SUCH SIZE AND DESIGN AS TO INSURE A PRACTICALLY
CONTIUOUS FLOT' OF CONCRETE WITHOUT LOSS OR SEGREGATION OF
IIATERIALS. DEPOSIT CONCRETE AS NEARLY A5 POSSIBLE TO ITS FINAL
POSITTON TO AVOID SEGREGATION DUE TO REHANDLING AND FLOt{ING. IN
NO CASE SHALL VIBRATORS BE USED TO TRANSPORT CONCRETE INSIDE
FOR}'IIJORK. FOR!{ VIBRATORS SHALL NOT BE UTILIZED WlTHOUT THE
SPECIFIC APPROVAL OF THE STRUCTURAL ENGINEER. IN ALL CASES' HOLD
VIBRATION TIME TO THE I'tINIt'IUH TO ACH1EVE PROPER CONSOLIDATION'
SECTION FOUR - CONCRETE TESTING:
3.4.1:
ON-SITE CONCRETE TEST SAT{PLES AND LABORATORY TESTIN6 AND REPORTS
SHALL BE UADE FOR ALL CONCRETE POURS EXCEPT CONCRETE SLABS. THE
GENERAL CONTRACTOR SHALL NOTIFY CHEN AND ASSOCTATES AT LEAST 24
HOURS AHEAD OF SCHEDULED CONCRETE POURS AND SHALL NOT MAKE ANY
CONCRETE POURS I,JITHOUT FIRST MAKING ARRANGE}'IENT FOR CONCRETE
TESTING PERSONNEL TO BE AT THE PROJECT SITE DURING THE CONCRETE
POUR.
SECTION FIVE - CONCRETE CONSTRUCTION JOINTS:
3.5.1 :
PRIOR TO THE CONSTRUCTION AND ERECTION OF ANY FORt'ltrORK, THE
GENERAL CONTRACTOR SHALL ESTABLISH A CONCRETE POURING SCHEDULE FOR
THE FOUNDATION AND RETAINING hJALLs. SIiOULD THIS SCHEDULE REOUIRE
..CONSTRUCTION JOINTS" OR "COLD JOINTS" IN THE WALL SYSTEI'T' THE
GENERAL CONTRACTOR SHALL REVIEW ('ITH THE STRUCTURAL ENGINEER THE
LOCATION OF ANY SUCH JOINTS. SUCH JOINTS SHALL BE PLACED ONLY AT
SUCH LOCATIONS A5 APPROVED BY THE STRUCTURAL ENGINEER AND THE
DESIGN OF THE JOINTS SHALL BE A5 DESTGNED BY THE STRUCTURAL
EN6INEER.
PAGE 1].
SECTION SIX - CONCRETE SLAB FINISHING;
3.6.1:
ALL INTERIOR CONCRETE FLOOR SLABS SCHEDULED TO RECEIVE TILE OR
CARPET SHALL BE TROS'EL FINISHED TO ACHIEVE A SI'IOOTH SURFACE AND
SHALLRECEIVEoNEcoAToFPRoMULSIoN-loocURINGcoMPoUND
MANUFACTURED BY PROTEX INDUSTRIES, INC. APPLY CURING COI'IPOUND BY
SPRAYING AT THE RATE OF 2OO 50. FT. PER GALLON AND IN ACCORDANCE
WITH THE MANUFACTURER'S INSTRUCTTONS.
3.6.2i
ALL EXPOSED CONCRETE DECKS SURROUNDING THE sPA AND THE 5("IT'II{ING
POOL SHALL BE BROO}I FINISHED TO ACHIEVE A ROUGHENED FINISH AND
SHALL BE SAII-CUT IN THE PATTERN SHO{IJN ON THE DRAUJINGS' SAI'-CUTS
SHALL BE A MINIHU!| oF 1./a..3,IDE AND x/4.. DEEP. ALL EXPoSED
coNcRETE FLOOR/DECK SURFACES SURROUNDING THE SPA' SURRoUNDING THE
S$II'I}TING POOL, IN THE POOL EOUIPMENT ROOI{' IN THE JANITOR'S CLOSET
A}ID ON THE EXTERIOR CONCRETE STAIRI'JAY SHALL RECEIVE ONE COAT OF
PROMULSION-5O (CLEAR) SEALING/ANTISPALLING COMPOUND }TANUFACTURED
BY PROTEX INDUSI'RIES, INC. APPLY SEALING/ANTI5PALLIN6 COI'iPOUND BY
SPRAYING AT THE RATE OF 2OO SO. FT PER GALLON AND IN ACCORDANCE
h,ITH THE I,IANUFACTURER'5 INSTRUCTIONS.
3.6.3:
I ALL lrrscELlANous ExrERroR coNcRETE !,ALKS sHALL BE FrNrsllED AND
I SEALED AS SPECIFIED FOR THE DECK AREAS IN PARAGRAPH 3.6'2'
DIYIEIA! EQUE : !&EQNBY!
SECTION ONE - CONCREI'E BLOCK MASONRY:
4.1,1:
iTHERE 4.. CONCRETE BLOCK IIASONRY IS SHOITN oN THE DRAIdINGS TO
SUPPORT BRICK }IASONRY ABOVE, PROVIDE AND INSTALL 'T"X4"X16"
coNcRETE },!ASoNRY UNITs. coNcRETE MASoNRY UNITS SHALL BE MADE WITH
LIGHTI'EIGHT AGGREGATE (IDEALITE OR CLAYLITE) AND SHALL BE LOAD
BEARINGUNITScoNFoRMINGToASTMDESIGNATIoNc-9o-7o'oRU.B.c.
STANDARD NO. 24-4 OR 24_5 GRADE A. INSTALL BLOCK }TASONRY I,,ITH
uoRTAR CONFORI1ING TO ASTI'I c-476, TYPE S h'ITH 22 GAUGE, CORRUGATED'
GALVANIZED STEEL bJALL ANCHORS IN A PATTERN OF APPROXII'IATELY
32" O.C. TN EACH DIRECTION, STAGGERED. WALL ANCHORS SHALL BE
ATTACHED TO CONCRETE BACK'UP UALL WITH POWDER-ACTUATED FASTENERS'
SECTION TWO - BRICK MASONRY:
4.2. ! 2
I,HERE BRICK VENEER MASONRY IS SHOIJJN ON THE DRAIIINGS' PROVIDE AND
INSTALL JU},18O/UTILITY BRICK UNITS (3 5/4" X 3 5/4" X ]-1 5/4") '
ALLEXPoSEDBRICKI.TASoNRYISSCHEDULEDToBEPAINTEDAND
BRICK UNIT TEXTURE SHALL CLOSELY RESEI'IBLE TEXTURE OF BRICK UNITS
oN i.Hh EXISTING, ADJACENT BUlLDING. sUBl'1IT BRIcK UNITs To
I
t
I
I
t
I
I
I
I
t
I
I
I
I
I
t
I
I
t
I
I
I
I
I
t
I
PAGE 12
ARCHITECT FOR REVIEW AND APPROVAL. BRICK UNITS SHALL BE LAID IN
BOND TO I'IATCH BOND OF EXTSTING, ADJACENT BUILDING AND SHALL BE SET
I,TTH UORTAR CONFOR}TING TO ASTI'I C-476, TYPE 5. PROVIDE AND INSTALL
22 GAUGE, CORRUGATED, GALVANIZED STEEL {,ALL ANCHORS IN PATTERN
SPECIFIED IN PARAGRAPH 4.1.1 (NAILED TO WALL STUDS WHERE
APPLICABLE AND ATTACHEO TO CONCRETE BACK-UP IdALL WITH POtdDER
ACTUATED FASTENERS WHERE APPLICABLE). LEAVE ALL BRICK HASONRY
SURFACES CLEAN AND FREE FRO}T }IORTAR SI'IEARS AND SPLASHES, READY FOR
PAINTINC.
SECTION THREE - PRECAST CONCRETE COPING BLOCKS:
I DrYrsrQU EluE : u-Erltli.
SECTION ONE - STRUCTURAL STEEL:
4.3. 1 :
AT THE TOP OF ALL RETAINING WALL5
PROVIDE AND INSTALL 16" WIDE X 4'
BLOCKS WITH SINGLE-(IJAY SLOPING TOP
CONCRETE. INC. SET COPING BLOCK5
SEPERATING EXTERIOR CONCRETE STAIR
20" WIDE COPING BLOCKS.
5.1.5:
FOR ALL FABRICATED STRUCTURAL STEEL,
DRAWINGS TO THE ARCHITECT, FOR REVIEIJ
PRIOR TO STRUCTURAL STEEL FABRICATION
AS SHOIJN ON THE DRAOINGS,
LONG PRECAST CONCRETE COPING
AS HANUFACTURED BY ARCO
IN IiORTAR BED. AT rrrALL
FROI,I POOL DECK PLANTER' PROVIDE
A}IERICAN {'ELDING SOCIETY
EDITION. ALL STRUCTURAL 9ELDING
h,ELDERS USING THE SHIELDED
ELECTRODES; LOw HYDROGEN
!,ELDING BOLTS AND REII{FORCING
PROVIDE FOUR COPIES OF SHOP
BY THE STRUCTURAL ENGINEER,
I
I
5.1.1:
ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED
ACCORDING TO AISC "SPECIFICATIONS". L978, THE AI5C "CODE OF
STANDARD PRACTICE", !976 AND CHAPTER 27 OF THE 19S5 EDITION OF THE
UNIFORM BUILDING CODE.
I 5.1 .2ir ALL srRucruRAL srEEL SHALL coNFoRr,t ro Asrlt sPEcrFrcATroN A36
EXCEPT PIPE COLUI{Ns WHICH SI{ALL CONFORI'T TO ASTM SPECIFICATION A53'
5.1 .3:
ALL CONNECTIONS SHALL BE I'IADE WITH BOLTS CONFOR!'IING TO ASTI{
SPECIFICATION A3O7.
I5,1.4:
ALL $ELDING SHALL CONFORI'T TO THE
..STRUCTURAL SJELDING CODE" ' 1983
SHALL BE PERFORI'IED BY CERTIFIED
ELECTRIC ARC PROCESS WITH ETOXX
ELECTRODES SHALL BE UTILIZED FOR
BARS.
I
I
I
I
I
I
T
I
I
I
I
I
I
I
I
I
I
I
I
5.1 .6:
AT ALL DOORT{,AY
AND INSTALL 3
PAGE 13
OPENINGS OCCURING IN BRTCK VENEER MASONRY PROVIDE
1./2- X 3 L/2" X TT4" STEEL ANGLE LINTELS.
5.L .7 a
ALL PIPE COLUI1N A55E}1BLIE5 SHOT|IN ON THE DRAWINGS SHALL RECEIVE
oNE COAT OF SHOP-APPLIED, RED OXIDE ZINC CHROI'{ATE PRI}tER PAINT.
DAI,IAGE TO PRII'IER PAINT OCCURING DURING TRANSPORTATION OR ERECTION
SHALL BE REPAIRED WITH FIELD-APPLIED, RED OXIDE ZTNC CHRO}TATE
PRII,IER PAINT.
SECTION TIJO - !TISCELLANEOUS STEEL:
3.2.Lr
RECTANGULAR STEEL TUBING AT THE GUARDRAIL SYSTE}I SHALL CONFORI'I TO
ASTI1 SPECIFICATION A-5OO, GRADE B. PRIMER PAINT SHALL BE AS
SPECII.'IED UNDER THE PAINTIT{G SECTION OF THESE SPECIFICATIONS' ALL
IJELDING SHALL BE AS SPECIFIED IN PARAGRAPH 5.4.1 bJITH ALL q,ELDS
GROUND SMOOTH.
3.2.2?
ROUND STEEL PIPE HANDRAILS SHO{'N ON THE DRAWINGS SHALL CONFORI{ TO
ASTM SPECIFICATION A53. PRIMER PAINT SHALL BE AS SPECIFIED UNDER
THE PAINTING SECTION OF THESE SPECIF'ICATIONS. ALL gELDING SHALL
BE AS SPECIFTED IN PARAGRAPH 5.4.1 i'ITH ALL WELDS GROUND SMOOTH'
PIPEHANDRAILFABRICATORSHALLSUBI1ITSHOPDRAUINGS,OR
INFORMATIONAL DATA, SHOII,ING PROPOSED RAILING SYSTE}I AND BRACKETS
TO THE ARCHITECT FOR REVIE(,' PRIOR TO FABRICATION AND INSTALLATION'
s.2.32
t{ISCELLANEOUS STEEL trrOOD
CONNECTORS }'IANUFACTURED
FRAI'IING CONNECTORS SHALL BE "STRONG-TIE..
BY SI}tPSON CO}IPANY.
I DrvrgrqN Err : wqap !ryp PtssrrggiI
SECTION ONE - ROUGH CARPENTRY:
I
T
I
T
I
I
6.1.1:
ALL ROUGH CARPENTRY SHALL CONFORI'I TO THE REOUIREItENTS OF CHAPTER
25 OF THE 1945 UNIFOR}T BUILDING CODE.
6. L .2a
ALL LU}IBER XATERIALS
AND GRADING STANDARDS
5HALL COITPLY g,ITH THE PERTINENT PROVISIONS
oF"
DOUGLAS FIR/LARCH."GRADING RULES FOR (TIESTER LUltBER",
I'ESTERN SJOOD PRODUCTS ASSOCIATION'
CURRENT EDITION.
PLYWOOD .GRADING RULES AND PANEL INDENTIFICATION
INDEX STANDARDS OF THE A.P.A.
T
I
t
I
I
I
I
I
I
I
I
III
PAGE 14
REDII)OOD ...GRADING RULES OF THE CALIFORNIA
REDWOOD ASSOCIATION.
GLU-LA}IINATED BEAMS. .. ...STRUCTURAL GLUED LAI{INATED TI}TBER",
A}IERICAN INSTITUTE OF TIIIBER
CONSTRUCTION.
6.1.3:
EXCEPT ttHERE NOTED OTHERWISE ON THE DRAtrlINGS, ALL
FRAI'TING LUIIBER SHALL BE DOUGLAR FIR/LARCH, NUMBER
GRADE.
6. 1 .4:
STRUCTURAL GLUED LAMII'IATED TIIIBER BEAltS, IIANUFACTURER' AND
CoNTROL SHALL BE IN CONFORIIANCE WITH ANSI/AITC A190.1-1983'
..STRUCTURAL GLUED LAMINATED TII{BER. ALL BEAt'tS SHALL BE RATED AT
24OO PSI BENDING STRESS, "ARCHITECTURAL APPEARANCE" GRADE' BEAMS
AND ADHESIVES SHALL MEET THE REOUIRE}IENTS FOR OJET CONDITIONS OF
SERVICE. SUPPLIER SHALL CERTIFY TO THE GENERAL CONTRACTOR THAT
THE BEAMS SUPPLIED }tEET THE REOUIREMENTS OF THIS SPECIFICATION'
PROVIDE BEA}IS TO THE PROJECT SITE OIITH PROTECTIVE IJRAPPING'
6. 1 .5:
ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER'S PROFESSIONAL
ENGINEER REGISTERED TO PRACTICE b}ITHIN THE STATE OF COLORADO TO
SUPPT]RT THE LOADING RECUIREI'IENTS SHOWN ON THE DRAU'INGS. OJED
ARRANGE}IENT AND }TEMBER FORCES SHALL BE AS DETERHINED BY THE
I{ANUFACTURER AND THE }TANUFACTURER'S ENGINEER. STRESSES SHALL NOT
EXCEED THOSE ALLO!'ED BY THE 19S5 EDITION OF THE UNIFORH BUILDING
CODE. PRIOR TO FABRICATION OF THE ROOF TRUSSES' SUBI'IIT FOUR
COMPLETE SETS OF SHOP DRAWINGS TO THE ARCHITECT FOR REVIEI' BY THE
STRUCTURAL ENGINEER.
6. 1.5:
I sTArR TREADS, srArR srRrNGERs, srArR BEAMS, AND GUARDRATL BEAlls
I 5HALL BE RSUGH sAt'JN, DOUGLA5 FIR, NUMBER 2 AND BETTER GRADE.
I 6.t.7i
I STAIR{,AY LANDING PLANKING SHALL BE DOUGLAS FIR' TONGUE AND GROOVE,
CO}I}IERCIAL GRADE DECKING.
I 6.1.8:t sHEATHTNG pLyrJooD SHALL BE c-D rNT-ApA rJrrH ExrERroR GLUE As
FOLLOWS:SHEATHING ...5/9",
SHEATHING ...L/2",
SHEATH I NG ..5/ 8" ,
2 INCH <I I/2"'
2 AND BETTER
EUAL ITY
32/L6.
24/ L6.
32/L6.
SHALL BE t/2" THTCKNESS, T-1-11
I
T
I
I
ROOF
WALL
FLOOR
6. 1 .9:
PLY{JOOD SIDING
PATTERN, 303-6
AT THE STAIR ToI,,ERs
GRAOE, FlR PLYI,,OOD.
I
I
I 6.1.10:
CEDAR SIDII{G SHALL BE 7/8" X
KILN-DRIED, "CHANNEL RUSTIC"
6.1.13:
ALL PLYI|,OOD 9'ALL SHEATHING AND
STUDS g'ITH 1OD NAILS AT 4"O.C.
I}ITERI.IEDIATE SUPPORTS.
6.1.14:
ALL BUILT-UP HEADERS AND BEAI'IS
CONFORI'TING TO APA SPECIFICATION
9]TTH L/?" SOLID PLYg.IOOD SPACERS
IN TI'O STAGGERED RO!,|S UJITH 16D
THE DRAO'INGS.
PAGE 15
8", NUI'IBER THREE AND BETTER GRADE'
STYLE, INLAND CEDAR.
PLYWOOD STDING SHALL BE NATLED TO
AT PANEL EDGES AND AT 12"O.C. AT
SHALL BE GLUED trrITH ADHESIvE
AFG-OI (U.B.C. STANDARD 25-19)
AS REAUIRED AND NAILED AT 12" O.C.
NAILS. UNLESS OTHERWISE SHOWN ON
I 5.1.11:
I cEDAR TRr!{ SHALL BE srzE AS sHot.lN oN THE DRAwrNGS, Nul'tBER TI{REE
AND BETTER GRADE, KILN-DRIED, INLAND CEDAR.
6.r .t22
ALL PLYt,,ooD RooF AND FLooR SHEATHING SHALL BE NAILED To TRUSSES'
RAFTERS, AND JOISTS trITH AD NAILS AT 6"O.C. AT PANEL EDGES AND AT
12"O.C. AT INTERI.IEDIATE SUPPORTS.
I
I
I
I
I
I
I
I
t
I
I
I
I
I
t
6.1.15:
SILL PLATES SHALL BE BOLTED
DIAMETER ANCHOR BOLTS SPACED
OF 7" INTO CONCRETE. THERE
PIECE WITH ONE BOLT LOCATED
PIECE.
SECTION TWO
6 -2. t'.
ALL REDqJOOD
BENCH SHALL
TO FOUNDATIONS {'ITH
AT 4 FEET O.C. AND
SHALL BE A !4INI!1U}'I
ITTITHIN 12 INCHES OF
A !tIltlIilUtl OF t/2"
E}IBEDDED A MINII{UT(
OF TgJO BOLTS PER
EACH END OF THE
6.1.16;
ALL SILL PLATES AT EXTERIOR UJALLS AND ALL SILL PLATES OF I}JTERIOR
PARTITIONS SHALL BE PRESSURE II'TPREGNATED IdITI{ A PRESERVATIVE
TEETTNG U.B.C. STANDARD 25-L2.
6.1.17:
IdOOD STUDS !{AY NOT BE CUT OR NOTCHED TO A DEPTH EXCEEDING 25
PERCENT OF ITS WTDTH. WOOD JOISTS AND RAFTERS }IAY BE DRILLED I'ITH
A HOLE NOT LARGER THAN 1 INCH IN DIA}IETER LOCATED APPROXII'IATELY AT
MID-DEPTH oF THE JoIsT oR RAFTER. No DRILLING, CUTTING' oR
I{OTCHING OF THE ROOF TRUSSES I5 PERI'IITTED. ANY DESIRED DEVIATION
FRO}I THIS SPECIFICATION SHALL BE SPECIFICALLY APPROVED BY THE
STRUCTURAL ENGINEER THROUGH THE ARCHITECT PRIOR TO EXECUTION.
- FINISH CARPENTRY:
SHOWN ON THE DRAWING5 IN THE SAUNA AND AT THE SPA AREA
BE KILN-DRIED. CLEAR ALL HEART VFRTTCAL GRAIN GRADE.
PAGE 16
AT SITTING SURFACES IN THE SAUNA AND SPA AREA BENCHES, AND AT THE
FLOOR OF THE SAUNA' ATTACH RED(,JOOD TO SUB-STRUCTURE tllITH BRASS
PLATED,PHILLTPSSLOTTED,.FLAT-HEAD'9JOODSCREI'S.ATALL
LOCATIONS (,,HERE T&G REDI4)OOD PANELING,/SIDING IS SHOUN ON THE
DRAWINGS, ATTACH RED('OOD TO SUB-STRUCTURE BY BLIND NAILING'
6.2.2i
AT LOBBY (tJINDOtt SILLS, AT FRONT DESK TRII!' AT LAUNDRY ROO!! COUNTER
TRII{, AT LOBBY/EXERCISE ROO}I 9TNDOh'5, AND AT EXERCISE ROO}I/SPA
GUARDRAILS, OAK SHALL BE KILN-DRIED, PLAIN-SAI,N' CLEAR RED OAK.
ALL NAILS/SCREWS SHALL BE SET ( TTH HOLES FILLED.
6.2.3i
AT ALL WALL/FLOOR JOINTS NOT NOTED ON THE DRA9JINGS TO RECEIVE
CERAUIC TILE COVE BASE, PROVIDE AND INSTALL OAK BASEBOARD. OAK
SHALL BE KILN-DRIED, PLAIN-SAWN, CLEAR RED OAK. BASEBOARD STYLE
SHALL BE AS SELECTED BY THE ARCHITECT FROM SUBI{ITTALS BY TIIE
6ENERAL CONTRACTOR.
6 .2.42
I{AID'S CLOSET SHELVING SHALL BE 3./4" 8-B FIR PLYWOOD FOR PAINTINC'
PROVIDE 3/4- X T T/2" WALL CLEATS ON REAR AND SIDES OF EACH SHELF'
PROVIDE L T/2" X 3" FIR MOSING ON EACH SHELF SECURELY ANCTIORED TO
EACH sIDE !'ALL TO I{INI}lTZE SHELF DEFLECTION UNDER ANTICIPATED
LOADING.
6.?.5i
I COUNTERTOP SURFACING AT THE COUNTERTOP/BACKSPLASH IN THE LAUNDRY
I ROO}T AND AT THE FRONT DESK SHALL BE FORMICA BRAND, SUEDE FINISH,
PLASTIcLAI{INATE,col.oRASSELECTEDBYTHEARCHITECT.
DIVI9IQN gEyEU : 1UE8I4I 0[q UqIgIqBE PBQIE9!I9N!
SECTION ONE . DA}TPROOFIN6:
7.t.12
APPLY DAI{PROOFING TO THE OUTSIDE SURFACE OF ALL FOUNDATION q'ALLS
SURROUNDING INTERIOR SPACE (INCLUDING POOL EOUIPMENT ROOI'T)'
DAHPROOFING SHALL NOT BE APPLIED TO THE EXTERIOR RETAINING U'ALLS
SURROUNDING THE POOL DECK. DA}IPROOFING SHALL BE ONE HEAVY ROLLED
COAT OR ONE HEAVY HOT-SPRAY COAT OF ASPHALTIC DAI'TPROOFING AT ALL
LOCATIONS EXCEPT THE WALLS SEPERATING THE EXTERIOR FRO}T THE
VENDTNG ROOlt, THE TOILET ROOI'IS, THE OFFICE, THE LAUNDRY ROOII ' THE
SAUNA AND THE JANIToR,S cLosET, 9,HICH SHALL RECEIVE T|,o HEAVY
COATS. PRIOR TO APPLYING DAI(PROOFING TO THE IIALLS SEPERATING THE
EXTERIOR FRO}I THE VENDING ROOM, THE TOILET ROO}IS, THE OFFICE' THE
LAUNDRY ROOM, THE SAUNA AND THE JANITOR'S CLOSET, PREPARE WALL FOR
DA}IPROOFING BY TROI,jEL APPLYING STIFF ASPHALT TO ALL IIPERFECTIONS
1N THE CONCRETE SURFACE EXCEEDING 3/L6".
I
I
I
I
I
t
I
I
I
I
I
t
I
I
I
I
I
I
I
I
I
I
I
I
t
I
t
I
I
t
t
I
I
I
I
t
I
PAGE 17
SECTION T9JO - AIR INFILTRATION BARRIER:
7.2.L2
THE GENERAL CONTRACTOR SHALL ESTABLISH THE COST TO IT{STALL ONE
COI.IPLETE LAYER OF TYVEK HOUSEqJRAP }IANUFACTURERED BY E.I' DU PONT
DE NEMOURS & CO. SUCH PRICE SHALL BE SUB}IITTED TO THE Oql|NER AND
THE ARCHITECT FOR REVIEq' AND APPROVAL.
SECTION THREE - VAPOR BARRIER:
7 .3.L2
PROVIDE ONE COI{PLETE LAYER OF 3I'TIL. CLEAR POLYETHELENE FILM VAPOR
BARRIER BETg'EEN THE STUDS AND THE DRY('ALL WITH EDGES LAPPED ONE
FULL STUD SPACE AT ALL EXTERIOR WALLS AND AT ALL CEILINGS. ALSO
PROVIDE VAPOR BARRIER ON THE SPA/POOL SIDE OF ALL UALLS SEPERATING
THE SPA/POOL AREA FROI'I OTHER INTERIOR ROOMs.
SECTION FOUR - INSULATION:
7.4.ti
PERIITETER FOUNDATION INSULATION AROUND THE LOBBY AREA SHALL BE
T L/2- THICKNESS STYROFOAH SM RIGID INSULATION BOARD
I{ANUFACTURED BY DOU CHEI{ICAL CO}IPANY.
7.4.?i
AT ALL 2X6 STUD EXTERIOR WALLS, INSTALL OME LAYER OF 6" (R-19) 'FIBERGLAS, KRAFT FACED INSULATION BLANKETS MANUFACTURED BY
OhINENS-CORNING FIBERGLAS CORP.
7.4.3i
AT ALL 2X4 STUD-FURRED EXTERIOR WALLS, INSTALL ONE LAYER OF 3"
(R-11), FIBERGLAS, KRAFT FACED INSULATION BLANKETS ITANUFACTURED
BY Oh'NENS-CORNlNG FIBERGLAS CORP.
7.4.42
AT ALL 2X4 STUD INTERIOR WALLS SEPERATING THE SPA/POOL DECK AREA
FROII oTHER INTERIOR ROOMS, AND AT TAE 2X4 STUD WALLS SURROUNDING
THE SAUNA, INSTALL ONE LAYER OF 3" (R-11), FIBERGLAS' KRAFT FACED
INSULATION BLANKETS MANUFACTURED BY OWNENS-CORNING FIBERGLAS
CORP.
7.4.5i
AT 2X6 STUD !'ALLS SURROUNDING THE POOL
I,IAID'S CLOSETS, INSTALL ONE LAYER OF 6"
FACED INSULATION BLANKETS I'TANUFACTURED
FIBERGLAS CORP.
7 .4.62
AT ALL CEILINGS ABOVE THE INTERIOR
AND AT ALL CEILINGS ABOVE THE POOL
CLOSETS, INSTALL ONE LAYER OF 12 "
INSULATION EILANKETS MANURACTURED BY
EEUIPIIENT ROOI'T AND THE
( R- 19 ) , FIBERGLAS, KRAF'T
BY OTJNENS-CORNING
SPACES OF THE I{AIN ADDITION,
EOIP}IENT ROOI'I AND }lAID'5
(R-3a), UNFACED, FIBERGLAS
OITTNENS-CORN ING FIBERGLAS
I
I
I
I
I
I
I
t
I
I
I
I
I
I
I
I
I
I
I
PAGE 1A
coRP. AT THE OPTION OF THE GENERAL CONTRACTOR' 13" (R-34) OF
BLOtTN-IN, INSUL-SAFE II , FIBER GLASS INSULATION I'IANUFACTURED BY
CERTAINTEED CORPORATTON IIAY BE SUBSTITUTED FOR 12" BLANKETS.
7 .4.7 z
THE INTENT OF THIS SECT]ON OF THESE SPECIFICATIONS IS TO PROVIDE
AN INSULATION INSTALLATIO}J OITHOUT GAPS AND VOTDS, AND WHICH
INSURES THAT ALL b'ALLS AND CEILING/ROOFS SEPERATING THE INTERIOR
HEATED SPACE FROM THE EXTERIOR RECEIVE INSULATION ( TTH NO GAPS'
VoIDs, oR HoLEs LEFT UNPRoTECTED wITHoT INSULATIoN. THE GENERAL
CONTRACTOR SHALL PROVIDE SUCH AN INSULATION INSTALLATION. ALL
RIGID. BLANKET, AND BLOT'I{-IN INSULATION SHALL BE lNSTALLED IN
CO}IPLETE ACCORDANCE I,JITH THE I'IANUFACTURER'S RECOI'II{ENDATIONS AND
INSTRUCTIONS q'ITH PROPER FASTENING TO PREVENT }TOVE}IENT AND
SAGGTNG, AND SO AS TO MINIIIIZE COI{PACTION OF THE FIBERS. UTHERE
SPACES ARE TOO ST'IALL OR TOO TIGHT TO ALLOW INSTALLATION OF BLANKET
INSULATION WITHOUT COMPACTING THE FTBERS, TNSTALL RIGID STYROFOAI'I
INSULATION BOARD TO CO}'IPLETELY FILL THE SPACE OR FILL THE SPACE
I'ITH EXPANDING URETHANE (NON-FORMALDAHYDE TYPE) FOA}I SEALANT SO AS
TO CO}TPLETELY FILL THE SPACE.
SECTION FIVE - SHINGLES AND ROOFING:
7 .5.Lr
aT THE ROOF SURFACES ABOVE THE STAIR TO{^IERS, ABOVE THE ENTRANCE
CANOPY, ABOVE THE T$O IIECHANICAL EOUIPI'IENT SPACES, AND ABOVE THE
5TAIR./}'IAID,ScLoSETTowERINSTALLASPHALTSHINGLESoVER30#
ASPHALT T}TPREGNATED FELT BASE. ASPHALT SHINGLES SHALL BE AS
SELECTED BY THE OWNER AND SHALL BE THE SAI''E SHINGLES SELECTED FOR
USEoNTHERE-RooFINGoFTHEEXISTINGAPART}IENTBuILDING.
7 .5.2.
AT THE "FLAT" ROOF SURFACES ABOVE THE !{AIN PORTION OF THE ADDITION
AND AT THE "FLAT" ROOF SURFACES ABOVE THE q'ALKWAYS CONNECTTNG THE
sTAIRTog,ERsToTHEExIsTINGBUILDING'INSTALLALooSE-LAID'
BALLASTED,SINGLE-PLYME}|BRANERooFINGSYSTEI{.THERooFINGSYSTEil
SHALL BE AN EPDM IIEMBRANE MANUFACTURED BY CARLISLE TIRE AND RUBBER
coltPANY, AN EPDtlt }'1EI'{BRANE ITANUFACTURED BY GATES ENGINEERING
coMPANY, OR A PVC l'tEItBRANE (TROCAL) MANUFACTURED BY DYNAItIT NOBEL'
ROOFING SYSTEM SUPPLIER SHALL REVIEI' THE DRAI'JINGS FOR THE PROJECT
AND SuBt,tIT I,IANUFACTURER,s STANDAND DETAILS To THE ARCHITECT FoR
REVIE{' HITH THE INTENT OF PROVIDING A ROOFING SYSTEH WHICH WILL BE
9ARRANTEED FOR 15 YEARS. ROCK BALLAST SHALL BE CASHED' SMOOTH'
ROUND RTVER ROCK ACCEPTABLE TO THE ROOFING !'TANUFACTURER'
UNDERLAYIIENT OR SLlP-SHEET SHALL BE AS SPECIFIED OR PROVIDED BY
THE ROOFING SYSTEI{ MANUFACTURER. BALLAST PAVER5 SI{ALL BE 11 3/4" X
t6 I/2" PRE-CAST CONCRETE PAVERS MANUFACTURED BY WESTILE COMPANY'
LITTLETON, COLORADO. ROOFING SYSTE}I SUPPLIER SHALL CERTIFY THAT
THE WESTILE PAVERS ARE CERTIFIED FOR UsE ON THE SELECTED ROOF
5Y5TET,I AND THAT THE USE OF SUCH PAVERS WILL NOT ALTER IN ANY WAY
THE VALIDITY OF THE ROOF SYSTE}'! |'ARRANTEE. THE INTENT OF THIS
SECTION OF THESE SPECIFICATIONS IS TO PROVTDE A LOOSE-LAID'
t
I
I
t
I
t
I
I
T
t
I
I
I
I
I
I
I
I
t
PAGE 19
BALLASTED, SINGLE-PLY MEMBRANE ROOFING SYSTEM UrlITH A 15 YEAR
I{ANUFACTURER'S 9ARRANTEE. bJITH THAT INTENT, THE ARCHITECT 9'ILL
NOT INSIST ON ANY PARTICULAR ROOF DETAILING, BUT !,ILL rdoRK 9,ITH
THE ROOFING CONTRACTOR AND THE ROOFING SYSTEI'I ITANUFACTURER TO
REVIEW ROOFING DETAILS PROPOSED BY THE ROOFING CONTRACTOR AND THE
ROOFING SYSTE}'I I{ANUFACTURER FOR UsE ON THIS PROJECT AND IJJHICH WILL
ACHIEVE A ROOFING SYSTE}' WITH A 1S-YEAR I'ARRANTEE.
SECTION SIX - FLASHING AND SHEET }IETAL:
7.6.1i
ALL EXTERIOR SHEET }IETAL FLASHING SHALL BE AS SHOIdN ON THE
DRAh'INGS, SHOP-BENT, 24 GAUGE, FACTORY COATED (PAINT-LOC) ' SHEET
I(ETAL. PRIOR TO FABRICATION OF FLASH]N6S, PROVIDE SHOP DRAWINGS
OR SKETCHES TO ARCHITECT FOR REVIEW SHOT{ING PROPOSED SHAPES,
DETAILS, FASTENING SYSTEI'IS, AND PROPOSED LOCATIONS.
SECTION SEVEN - CAULKING AND SEALANTS:
7.7.t2
THE PURPOSE OF THIS SECTION OF THESE SPECIFICATIONS IS TO PROVIDE
A POSITIVE BARRIER AGAINST THE PENETRATION OF AIR' }IOISTURE' AND
TTJATER FROM THE EXTERIOR TO THE OUTSIDE FACE OF THE EXTERIOR
PLY9'OOD SHEATHING. THE GENERAL CONTRACTOR SHALL NEATLY CAULK WITH
GUN AND FINIsHING TOOL ALL SPACES OCCURING ON THE EXTERIOR SURFACE
OF THE BUILDING TO PREVENT SUCH PENETRATION. WHERE CAULKING IS
REOUIRED TO PREVENT SUCH PENETRATION, INSTALL DOW CORNING 79O
BUTLDING SEALANT I'TANUFACTURED BY DOW CORNING CORPORATION UTILIZING
STANDARD COLORS CLOSELY I{ATCHING THE COLOR OF THE ADJACENT
SURFACE. WHEREVER POSSIBLE, CAULKING SHALL BE INSTALLED TO A
UINIMUT'I DEPTH OF L/4".
DIYIEI9U -EIQEI : D99BE lNq gINqQgt:
SECTION ONE - DOORS:
8.1.1:
ovERHEAD, coILING POOL ENCLOSURE DOOR SHALL BE "DYNALEX" ROLLING
CLOSURE CURTAIN GLAZED |'ITH LEXAN. CURTAIN SHALL FILL 1A' ROUGH
OPENING AS SHOO'IN ON THE DRA9JINGS AND SHALL }TEASURE 6'-2" (+OR-1")
FRO}I BOTTOI,I OF HOOD TO BOTTOM OF CURTAIN WHEN CURTAIN IS IN FULL
DOITIN POSITION. CURTAIN SHALL BE FABRICATED USING A CONTINUOUS.
DOUBLE CHANNEL EXTRUDED ALU}IINUI'I SECTION ('JITH "V" GROOVE LINE
APPEARANCE ON 3" CENTERS. ALUI'TINUM AND LEXAN PANELS SHALL BE
12"X5/A"XT/16" IN THICKNESS. THE ALUMINUI'I PANEL CONNECTORS SHALL
SE 2 L/2"XL". ALL ALU}IINUI'I SHALL BE CLEAR ANODIZED. I'IANUFACTURER
SHALL SUPPLY CURTATN b'ITH 24 GAUGE, PRIME PAINTED HOOD;
COUNTERBALANCE, ALUMINU}I SIDE GUIDE CHANNELS' CRANK OPERATION'
HAND CRANK. AND WITHOUT SPECIAL E}'IERGENCY RELEASE OR LOCKTNG SLIDE
BOLTs. CURTAIN ASSEI'IBLY SHALL BE I'TANUFACTURED BY DYNAI'IIC CLOSURES
coRPoRATrON. HOLTSVTLLE, NEq' YORK (516)654-9426. GENERAL
I
I
I
I
I
I
I
I
I
t
I
I
I
I
I
I
t
t
t
PAGE 20
CONTRACTOR SHALL FURNISH AND INSTALL A CUSTOI'! }IADE NYLON CANVAS
CLOSURE STRIP (APPROXII'IATELY 12" TALL) ATTACHABLE TO BOTTOI'{ OF
..DYNALEX" CURTAIN 9'ITH VELCRO sTRIP. GENERAL CONTRACTOR SHALL
PROVIDE CURTAIN I,TANUFACTURER IT'ITH GUARANTEED DII'TENSIONS OR PROVIDE
FIELD DI}TENSIONS PRIOR TO CURTAIN }TANUFACTURER. PROVIDE 4 SETS OF
SHOP DRAI'INGS TO ARCHITECT FOR REVIE(' PRIOR TO CURTAIN
}tANUFACTURE.
8.t .22
FOR DOORS AND WINDOS'5 SEE SHEET A-11 OF THE DRA('INGS.
SECTION TWO - GLASS AND GLAZING:
8.2.L?trrll{DOwSNU}'BER5,6,7,8,9AND10SHALLBESINGLEGLAZED9'ITHCLEAR
1/4" LAI'IINATED SAFETY GLASS OR CLEAR 1,/4,. ..HERCULITE" TEMPERED
SAFETY GLASS ITANUFACTURED BY PPG INDUSTRIES' INC.
a.2.2r
I.IINDOWS NUMBER 3 AND 4 SHALL BE DOUBLE GLAZED UJITH 1/4"' CLEAR
LATTINATED SAFETY GLASS OR 1/4", CLEAR "HERCULTTE" TEIIPERED SAFETY
GLASS T'IANUFACTURED BY PPG TNDUSTRIES, INC. DOUBLE GLAZING SHALL
CONSISTOFTO,OLAYERSOFL/4"GLASSWITH3/8"AIRsPACE.
8.2.3:
DOORS NUI'IBER 4,3,9 AND 10
LAMINATED SAFETY GLASS OR
6LAS5 }IANUFACTURED BY PPG
CONSTST OF TWO LAYERS OF
a.2.4.
TdINDOTJ NUI'IBER 11 SHALL BE
GLASS ITANUFACTURED BY PPG
SHALL BE DOUBLE GLAZED ITJITH 1/4"' CLEAR
L/4", CLEAR "HERCULITE" TE}'IPERED SAFETY
INDUSTRIES, ]NC. DOUBLE GLAZING SHALL
1/4" GLASS U'ITH 3/4" AIR SPACE.
SINGLE GLAZED tttlTld I/4' CLEAR PLATE
INDUSTRIES. INC.
8.2. s:
9I}IDOWS NUMBER 1 AND 2
MANUFACTURER.
AND THE SKYLITE SHALL BE GLAZED BY THE
SECTTON THREE - SKYLITE:
a.3. 1 :
SKYLITE SI{ALL BE "STRUCTURAL SLOPE" ALUIIINUt{' DOUBLE GLAZED
SKYLITE I'TANUFACTURED BY SKYLINE PRODUCTS, INC. ' COLORADO SPRINGS'
COLORADO. SKYLITE }IANUFACTURER SHALL PROVIDE AND INSTALL SKYLITE
T'ITH LAMINATED SAFETY GLASS GLAZING, CLEAR ANODIZED ALUI'TINU}l
COLOR, IdITH }IANUFACTURER'S STANDARD ONE-YEAR g'ARRANTEE' SKYLITE
!{ANuFACTURERSHALLPRoVIDE5SETSoFSHoPDRAU,INGSToTHE
ARCHITECT FOR REVIEg' PRIOR TO FABRICATION SHOWING ALL CURB DETAILS
AND CURB DIMENSIONS REOUIRED. GENERAL CONTRACTOR SHALL PROVIDE
5KYLITE MANUFACTURER GUARANTEED DII1ENSIONS OR FIELD DI}IENSIONS
I
I
t
I
I
t
I
I
I
I
I
I
I
I
I
I
I
I
I
PAGE 21
PRIOR TO FABRICATION. SKYLITE }IANUFACTURER SHALL DESIGN SKYLITE
ASSEI'IBLY TO SUPPORT AN 80 POUND LIVE (SNOqJ) LOAD.
SECTION FOUR - DOOR HARDWARE:
a.4.1:
DOOR HARD('ARE SUPPLIER SHALL I{EET WITH THE OWNER TO ESTABLISH A
HARDwAREANDLocKKEYINGSCHEDULEWITHT(/locoPIESoFSUCHSCHEDULE
SUBI{ITTED TO THE ARCHITECT FOR REVIEOJ.
8.4.22
ALL DOOR HARDWARE SHALL BE SUPPLIED WITH SATIN STAINLESS STEEL
FINTSH, STYLE TO BE SELECTED BY THE ARCHITECT.
8.4.3:
DOORS NUI{BER L,2,4.3, AND 9 SHALL BE PROVIDED UITI{ PANIC-BAR
HARDUARE.
8.4.4'.
DOORS NUI'|BER L,2,3,4,5,9' 10' 16 AND 17 SHALL BE PROVIDED
WITH AUTOI'IATIC DOOR CLOSERS.
9IYIIIAN Nl{E : EIUI9lEE!
SECTION ONE . GYPSUM 9JALLBOARD:
9.1.1:
EXCEPT AS SPECIFIED BELOW ALL GYPSUT{ 9JALLBOARD SHALL BE 5/4"
THICKNESSSTANDARDGYPsu}tq]ALLBoARD}IANUFACTUREDBYGoLDBoND
PRODUCTS OR UNITED STATES GYPSUI'I CO}IPANY.
9.L.22
ATEXTERIoRsTAIRWAYTotJERANDENTRYcANoPYSoFFITGYPSU}t
g'ALLBOARD SHALL BE 5/A" THICKNESS "EXTERIOR GYPSUI'T CEILING BOARD"
I{ANUFACTURED BY U.S.G. OR 5/4" THICKNESS "GOLD BOND SOFFIT BOARD"
ITANUFACTURED BY GOLD BOND PRODUCTS.
9. 1 .3:
AT ALL WALLS IN THE I'IEN'S SHOOER ROOt't AND THE I')O}{EN'S SHO("ER ROOIT
INSTALLS/a..THICKNESS..|,,ATERRESISTANTGYPSU}IPANELS..
ITANUFACTURED BY U.S.G. OR 5/A" THICKNESS "IdlR BOARD'' }IANUFACTURED
BY GOLD BOND PRODUCTS.
9. I .4:
AT ALL (OALL AND CEILING SURFACES IN THE 5PA./SWIilT{ING POOL AREA
INSTALL5/a..THIcKNESS..EXTERIoRGYPsul.lcEILINGBoARD..
I{ANUFACTURED BY U.S.G. OR 5/4" THICKNESS "GOLD BOND SOFFIT BOARD"
I{ANUFACTURED BY GOLD BOND PRODUCTS.
I
I
I
I
I
I
I
t
T
I
I
I
I
I
I
I
I
I
I
PAGE 22
9. 1 .5:
ALL GYPSUM WALLSOARD AT THE EXTERIOR SOFFITS AND ALL 6YPSU}T
WALLBOARD ON THE I,'ALLS AND CEILINGS OF THE SPA/SWI}!}TING POOL AREA
SHALL BE SCRE!'ED TO THE SUBSTRUCTURE. ALL OTHER GYPSU}I WALLBOARD
I{AY BE NAILED OR SCRETJED TO THE SUBSTRUCTURE. NAIL/SCREW PATTERN
AND NAILS/SCREg'S SHALL BE A5 RECOI'II'IENDED FOR THE WALLBOARD PRODUCT
AND APPLICATION BY THE UTALLBOARD }TANUFACTURER.
9.1 .6:
ALL JOINT AND FINISHING COI'IPOUND5 AND I'IATER]ALs STIALL BE A5
RECO}I}TENDED FOR THE |'ALLBOARD PRODUCT AND APPLICATION BY THE
q,ALLBOARD }tANUFACTURER.
9.I .7 2
EXCEPT SURFACES SCHEDULED TO RECEIVE WALLCOVERING OR CERAT{IC {"ALL
TILE. ALL SURFACES SHALL RECEIVE A LIGHT SPLATTER-KNOCKDOUN
TEXTURE FINISH. GENERAL CONTRACTOR SHALL COORDINATE gJITH THE
O('NER'S INTERIOR DECORATOR TO ESTABLISH g,'HICH IJALL SURFACES SHALL
RECEIVE SALLCOVERING. SUBMIT 24"X24" TEXTURE sAI'IPLE BOARD TO THE
ARCHITECT FOR REVIEg' PRIOR TO 'TEXTURE APPLICATION. ALL TEXTURE
I{ATERIALS SHALL BE AS RECOMMENDED FOR USE t"ITH THE PARTICULAR
TTALLBOARD PRODUCT BY THE I'TALLBOARD I'TANUFACTURER'
SECTION T{r,O - CERA}IIC TILE:
9.2. L i
ALL CERA}IIC $'ALL AND FLOOR TILE SHALL BE AS SELECTED BY THE Oq'NER
SUBJECT TO THE REVIEW OF THE ARCHITECT. INSTALL ALL CERAI'TIC TILE
IN ACCORDANCE {T'ITH THE RECOMMENDATIONS OF THE 19A5 EDITION
HANDBOOK FOR CERAITIC TILE INSTALLATION PUBLISHED BY THE TILE
couNcIL oF Al'lERrCA, rNc.
SECTION THREE - CARPET:
9.3.1:
ALL CARPET AND PAD SHALL BE AS SELECTED BY THE OWNER AND SHALL BE
INSTALLED IN CO}tPLETE ACCORD WITH THE CARPET I'TANUFACTURER'5
RECOMT'ENDATIONS FOR INSTALLATION OVER A CONCRETE SLAB-ON-GRADE'
SECTION FOUR - PAINTING:
9.4.1:
ALL EXTERlOR SIDING, TRI!'l , coLUMNS, BEAI'ts AND STAlR TREADS SHALL
RECEIVE ONE COAT OF OLYIIPIC SOLID COLOR STAIN. COLOR ('JILL BE A
SPECIAL, I'IIXED COLOR SELECTED BY THE ARCHITECT.
9.4.1:
ALL EXTERIOR AND INTERIOR BRICK I{A5ONRY EXPOSED TO VIEW SHALL
RECEIVE T9,O COATS OF #5O4XX DE-VO-KO EXTERIOR LATEX FLAT }IANSONRY
PAINT MANUFACTURED BY DEVOE & RAYNOLDS COMPANY. AT FIRST COAT HTX
PAINT [|,ITH 1 PINT PER GALLON OF DEVOE I'IIXING LIOUID #16200' ALLOW
24 HOURS DRYING TII'IE BETWEEN COATS.
t
I
I
I
T
I
I
T
I
I
I
t
I
I
t
t
I
I
I
9 .4.2 z
AT ALL EXTERIOR STAIR
I{IXTURE OF LINSEED OIL
PAGE 23
TOWER DECKING, APPLY ONE COAT OF 5O-5O
AND TURPENTINE.
9.4.3.
ALL EXTERIOR STEELGURARDAIL/HANDRAIL COI{PONENTS SHALL RECEIVE ONE
PRIME COAT OF *13].01 T{IRROLAC COVER UP RUST PENE'TRATING I'IETAL
PRII.IER T.IANUFACTURED BY DEVOE & RAYNOLD COI'IPANY UNDER TI"O COATS OF
#7OXX }lIRROLAC COVER UP IN'TERIOR/EXTERIOR ALKYD-URETHANE GLOSS
E[A},IEL }TANUFACTURED BY DEVOE & REYNOLDS COI'IPANY ' COLOR SHALL BE
AS SELECTED BY THE ARCHITECT.
9.4.4a
PRE-PRII{ED l.tETAL DOOR FRAlltE5 NUt'tBER L,?,3.4,5,6'1O Al'iD Ll'; PRE-
PRIMED ttETAL WINDOW FRAMES NUI'IBER 3,418,9,10 AND Ll; AND PRE-
PRII|ED }IETAL DOORS NUIIBER 4,5,6,7,8.9, 10 AND 11 SIIALL RECEM Ttdo
COATS OF #7OXX MIRROLAC COVER UP INTERIOR/EXTERIOR ALKYD-URETHANE
GLoSsENA}IELI|ANUFACTUREDBYDEVoE&RAYNoLDSCoMPANY.coLoRAS
SELECTED BY THE ARCHITECT.
9.4.5:
ALL EXTERIOR
COATS OF SA}IE
CEDAR SIDING.
9.4.6:
EXTERIOR GYPSUM OALLBOARD SOFFITS SHALL RECEIVE ONE PRIME
#5OAO1 VINYL LATEX PRI}IER UNDER TWO COATS OF #29XX VELOUR
INTERIOR/EXTERIOR ALKYD SEI'I1-GLOSS ENAMEL T'IANUFACTURED BY
RAYNOLDS CO}IPANY. COLOR AS SELECTED BY THE ARCHITECT'
PRE-PRIItED SHEET !IETAL FLASHING SHALL RECEIvE T(r'o
OLYI,TPIC SOLID COLOR STAIN A5 SPECIFIED FOR EXTERIOR
COAT OF
DEVOE &
9.4.7i
ALL GYPSUI,I WALLBoARD sURFAcEs IN THE LAUNDRY Roo}l . 9jo}'EN,s sHowER
Roo}l , wo},tEN,S ToILET RooM, JANIToR,s cLoSET' |,tEN,S ToILET RooM,
ANDltEN,sSHowERRoot,lSHALLRECEIVEoNEPRIMEcoAToF#SoaolVINYL
LATEXPRIMERUNDERTtJjocoATsoF#23XxVELoURINTERIoRALKYD
EGGSHELL ENA}!EL |{ANUFACTURED BY DEVOE & RAYNOLDS COMPANY' COLOR A5
SELECTED BY THE ARCHITECT.
9.4. A:
ALL GYPSUI,t gJALLBOARD SURFACES IN THE LOBBY, FRONT DESK' HALLI'AYs'
EXERCISE ROOI'!, OFFICE, VENDING ROO}I AND TWO }lAID'S CLOSETS SHALL
RECEIVE ONE PRIME COAT OF # 5OAO1 VII{YL LATEX PRI}'IER UNDER TSJO
coATSoFREGENCYHousEINTERIoRACRVLICLATEXFLATI'IALLPIlIT
I,TANUFACTURED BY DEVOE & RAYNOLDS. COLOR AS SELECTED BY THE
ARCHITECT. (POOL EOUIP}IENT ROOII SHALL BE LEFT UNPAINTED)
9.4 .9:
ALLGYPSUI,IDRYI'jALLSuRFAcESINTHESPA/5wI!tl'IIN6PooLAREASHALL
RECEIVEoNEPRI!{EcoAToF#soao].VINYLLATEXPRII{ERUNDERTUo
COAT5 OF #11531 TRU-GLAZE INTERIOR/EXTERIOR POLYE5TER-EPOXY SUPER
GLOSS COATING }TANUFACTURED BY DEVOE & RAYNOLDS COI'IPANY' COLOR AS
SELECTED BY THE ARCHITECT.
I
I
t
I
PAGE 24
SHELVING SHALL RECEIVE ONE PRIME COAT OF #51701
UNDER ONE COAT OF #26XX VELOUR TNTERIOR ALKYD
I'TANUFACTURED BY DEVOE & RAYNOLDS COI'PANY. COLOR
9.4.tL?
I ALL TIISCELLANEOUS INTERIOR OAK TRII'', BASEBOARD, AND DOORS NUIIBER
t 1,2 AND 3 sHALL REcErvE oNE coAT oF sJooD srArN UNDER Tt'Jo coATs oF
CLEAR SEMI-GLOSS LACOUER. STAIN COLOR AS SELECTED BY THE ARCHITECT
9.4.r2'.
THE EXTERIOR SURFACE OF DOOR NUI'IBER 20 SHALL RECEIVE TWO COATS OF
CLEAR SEMI-GLOSS LACOUER.
9.4. 13:
PRE-PRIMED STEEL COLUT'INS ADJACENT TO SPA AND PRE-PRIT'IED I'IETAL
OVERHEAD COILING SWI}I!TNG POOL DOOR SHROUD SHALL RECEIVE TIT'O COATS
OF #11.531 TRU-GLAZE INTERIOR/EXTERIOR POLYESTER-EPOXY SUPER GLO55
COATING I'TANUFACTURED BY DEVOE & RAYNOLDS CO}IPANY. COLOR AS
SELECTED BY THE ARCHITECT.
9.4. 14:
PRE-PRI}IED STEEL COLUI'INS I}I THE EXERCISE ROO!{ SHALL RECEIVE TWO
COATS OF #7OXX HIRROLAC COVER UP INTERIOR/EXTERIOR ALKYD-URETHANE
GLOSS ENAMEL MANUFACTURED BY DEVOE & RAYNOLDS COT'IPANY. COLOR A5
SELECTED BY THE ARCHITECT.
I
I
I
I
I
T
I
I
I
I
I
I
I
I
9.4. 10 :
ALL }IAID'S CLOSET
ENAI'tEL UNDERCOAT
SE}tI-GLOSS ENAI.TEL
SHALL BE gJHITE.
9.4. 15:
PRE-PRII'IED STEEL ACCEsS DOORS TO
SHALL RECEIVE TWO COATS OF #7OXX
INTERIOR/EXTERIOR ALKYD-URETHANE
DEVOE & RAYNOLDS COMPANY.
THE I.TECHANICAL EOUIPI'IENT SPACES
}IIRROLAC COVER UP
GLOSS ENA}'EL MANUFACTURED BY
9.4. 16:
I},ITERIOR GLU-LA}T BEAMS EXPOSED TO VIE(' ]N THE EXERCISE ROOllI , AND
THE SPA/SWIMIIING POOL AREA STTALL RECEIVE ONE COAT OF WOOD STAIN
UNDER THREE COATS OF #55OO CLEAR A7 SPAR INTERIOR/EXTERIOR ALKYD
GLOSS SPAR VARNISH MANUFACTURED BY DEVOE & RAYNOLDS CO}TPANY. STAIN
COLOR AS SELECTED BY THE ARCHITECT.
9.4.L7 2
ALL PAINT. STAIN, VARNISH, LACOUER AND EPOXY COATINGS SHALL gE-
AppLIED IN CoItPLETE AccORD (TJITH THE ITANUFACTURER'S RECOMIIENDATIONS
AND DIRECTIONS, OVER SUBSURFACES PROPERLY SANDED' FILLED AND
OTHERI,'ISE PREPARED TO PROVIDE A COMPLETELY SI{OOTH SURFACE WITH NO
I I,TPERFECT I ONS .
I
I
I
I
I
I
I
I
I
I
I
I
I
I
t
I
I
PAGE 25
DIVISION TEN SPECIALTIES:
SECTION ONE - SHO(rjER DOORS:
10.1.1:
AT ltEN'5 AND WOI'IEN',5 SHOTJER ROOI! sHot"ER STALLS, INSTALL SAFETY
GLASS SHOWER DOORS t'ITH POLISHED CHROME TRIM OF PROPER SIZE AND
PROPER THRESHOLD DETAIL TO INSURE 9JATERTIGHTNE5S UITH PRECAST
TERRAZO SHOWER BASE PAN. SHOWER DOORS SHALL BE AS SELECTED BY THE
GENERAL CONTRACTOR.
I sEcrro* TuJo - TorLETRool't HARD*ARE:
to.2.ti
TOILET ROOI.I !lIRRORS
I,IOUNTED }IIRROR UNIT
WASHROOI'T EOUIPI'IENT.
sr{ALL BE #8-166 <24 L/4" x 36 3/a" ) SURFACE
WITH INTEGRAL SHELF I{ANUFACTURED BY BOBRICK
rNc,
to.2.2i
SOAP DISPENSERS IN SHOWER CO}tPART}IENTS SHALL BE #B-113 SURFACE
I{OUNTED LIOUID SOAP DISPENSER MANUFACTURED BY BOBRICK !''ASHROOI'I
EOUIPMENT, INC.
lo.2.4i
RECESSED TOILET PAPER DISPENSERS IN TOILET ROOI{s SHALL BE
I #B-3aa MuLTr-RoLL DTSpENSER IIANUFAcTURED BY BoBRrcK tr,AsHRoot{
r EoUTPMENT, rNc.
10.2.5:
TAPER Tot.JEL DISPENSER,/g,ASTE RECEPTACLE IN ToILET Roors SHALL BE
#B-3944 RECESSED UNIT }IANUFACTURED BY BOBRICK bJASHROOU EOUIPI'TENT'
INC.
10.2.3:
SOAP DISPENSERS IN TOILET ROOMS SHALL
LIOUID SOAP DISPENSER MANUFACTURED BY
INC.
LO.2.6i
ROBE HOOKS IN Sl{O{rrER
SHALL BE #8-671 ROBE
EOU IP}IENT, INC .
BE #B-112 SURFACE HOUNTED
BOBRICK TJASHROOII EOUIP}TENT,
ROOltS. SAUNA HALL, AND SPA/SWrl'.tl'lrNG POOL AREA
HOOK |'IANUFACTURED BY BOBRICK !'ASHROOI'I
SECTTON THREE - TOILET PARTITIONS:
10.3. 1 :
TOILET PARTITIONS SHALL SE "ACADEI4Y" STYLE, OVERHEAD BRACED
PARTITIONS MANUFACTURED BY SANY}'IETALS PRODUCTS' INC. DOORS'
PILASTERS, PARTITIONS AND BRACING SHALL BE "SANYACRYLIC" FTNISH ON
GALVANIZED-BONDERIZED STEEL. PROVIDE FOUR SETS OF SHOP DRAWINGS
I
I
t
I
I
I
I
t
I
I
I
I
I
I
I
I
I
I
I
PA6E
TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. COLOR SHALL
AS SELECTED BY THE ARCHITECT.
PIYI5IAN ETEVE! : E9UIEIEUI!
SECTION ONE - APPLIANCES:
11.1.1:
CLOTHES WA5HERS sI{ALL BE GENERAL ELECTRIC I'TODEL #WWC6A4OA, z-SPEED
WASHER, !'HITE COLOR.
t1,.7 .22
CLOTHES DRYERS 5HALL BE GENERAL ELECTRIC I'IODEL #DDC44OOA, ELECTRIC
DRYER, WHITE COLOR.
11.1.3:
GENERAL CONTRACTOR SHALL CONFIRI'I (TJITH OWNER PRIOR TO APPLIANCE
ORDERING COIN-OPERATION A}IOUNT.
PIYIIIQN IqEtVE : E9tsNI9EIUqg!
SECTION ONE - GENERAL:
12.1.1:
ALL FURNISHINGS SHALL BE SUPPLIED AND INSTALLED BY THE OWNER.
DIVIEIAN IgIEIEEU : gEEgIAt gaNEIEqqIIeN!
SECTION ONE - S(tIt'lltING POOL AND SPA:
13. 1 . 1 :
stl,II'tHING POOL AND SPA SHALL BE PRE'FABRICATED FIBERGLASS UNITS
SUPPLIED AND INSTALLED BY SAN JUAN FIBERGLASS POOLS AND SPAS'
ARVADA, COLORADO. SIdIMI'IING POOL SHALL BE L7'X45' "SUPERSTAR"
}TODEL WITH DEPTI{ VARYING FROT'! 3'TO 5.5" SPA SHALL BE "GRANDE"
I{ODEL. SI{I!1}tING POOL SUPPLIER SHALL PROVIDE AND INSTALL POOL'
sPA, ALL PIPING, FILTER EOUIPI'{ENT, HEATER EOUIP}IENT' PUMP
EOUIP}4ENT AND AIR BUBBLER EAUIP}IENT. SI'iII'IMING POOL I'ANUFACTURER
SHALL CAREFULLY REVIEVJ THE ARCHITECTURAL, MECHANICAL, ELECTRICAL
DRA('INGS AND SPECIFICATIONS PRIOR TO POOL/5PA }IANUFACTURER TO .SEE
THAT ALL REOUIRED !IECHANICAL AND ELECTRICAL SERVICES TO BE
PROV]DED BY THE GENERAL CONTRACTOR ARE A5 REOUIRED BY SAN JUAN
POOLS. POOL/SPA SUPPLIER SHALL BE RESPONSIBLE TO NOTIFY ARCHITECT
IF PROPOSED SERVICES DO NOT }{EET THE REOUIRET'IENTS OF SAN JUAN
POOLS. SAN JUAN POOLS SHALL PROVIDE O{'NER ('ITH STANDARD I'JARRANTEE
AND A "POOL/SPA OPERATION MANUAL" GIVlNG COI'TPLETE AND CLEAR
INSTRUC'IIONs ON POOL/SPA OPERATION' }lAINTENANCE, AND SERVICE CALL
I NFOR}'1AT ION .
26
BE
I
I PAGE 27
I DIyI9IAN EQgtsIEE! : 99IYE!IU9 5!EIEI9!
t (Nor APPLT.ABLE)
I
I
I
t
I
I
I
I
I
t
I
I
I
I
I
I
I
T
I
t
t
I
I
I
I
I
I
I
I
I
I
t
I
I
I
PAGE 28
OIVISION 15 iIECHANICAL
SECTION 15010__GENERAL PROVISIONS:
THE DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT ARE PROTECTEO
UNOER THE COMMON LAW COPYRIGHT. COPYRIGHT O 1986 YODER ENGINEER-
ING CONSULTANTS, INC. ALL RIGHTS RESERVEO.
PART 1 . OO-_GENERAL
1.01 PROVISIONS:
A. WORK PERFOfiMED UNDER THIS DIVISION OF THE SPECIFICATIONS
SHALL CONFORM TO THE REQUIREMENTS OF DIVISION 1, THE MECHANICAL
ORAWINGS AND ALL OTHER ITEMS HEREINAFTER SPECIFIED:
l.DETAILS:MINoRoETAILSNoTUSUALLYSHowNoRSPECI-
FIEO BUT NECESSARY FOR THE PROPER INSTALLATION AND OPERATION
ANO/OR CONFORMANCE WITH CODES OR STANDARDS LiSTED HEREIN, SHALL
BE INCLUDED IN THE WORK.
2.DRAWINGS:DRATTJINGSAREDIAGRAMMATIcAN0INDICATE
THE GENERAL ARRANGEMENTS OF SYSTEMS AND WORK. DO NOT SCALE
DRAWINGS. EXAMINE ALL DRAWINGS TO VERIFY AND COORDINATE SPACE
CONDITIONS AND REQUIREMENTS, CLEARANCES, FINISHES, ETC.
A. ORAWINGS AND SPECIFICATIONS ARE INTENDED TO BE
COMPLEMENTARY AND WHAT IS CALLED FOR BY ONE SHALL BE AS CALLED
FOR BY BOTH. BRING DISCREPANCIES, CONFLICTS OR OIFFERENCES IN
JOB CONDITIONS AND DRAWINGS TO THE ATTENTION OF THE ARCHITECT FOR
CLARIFICATION EEFORE PROCEEOING.
3. EQUIPMENT AND MATERIAL: EQUIPMENT AND MATERIAL
SPECIFIED 8Y MANUFACTURERS NAME IS TO ESTABLISH A QUALITY STAN_
DARo. EQUIVALENCY OF SUBSTITUTIONS WILL BE oETERMINED 8Y THE
ARCHITECT WHOSE DECISION IS FINAL.
4.MoDIFIcATIoNS:MAKEREASoNABLEMooIFIcATIoNSIN
LAYOUT, ARRANGEMENTS, ATTACHMENTS, ETC. TO:
A, MAINTAIN MAXIMUM CLEARANCE FOR HEAOROOM TO
EXPOSEO WORK.
. B. ESTABLISH AOEQUATE CLEARANCES FOR THE INSTAL-
LATION OF SUSPENDEO CEILINGS ANO SIMILAR WORK.
C. VERIFY SHAFT' CHASE AND DOUELE PARTITION
CLEARANCES. SPACE TO BE ADEQUATE FOR INSTALLATION' BUT MINIMAL.
s86039FALL LINE COURTYARO ENCLOSURE 15010 - 1
t
I
I
I
I
T
I
I
PAGE 29
D. NOTTFY ARCHITECT IMMEOIATELY OF ANY CONFLICTS
WITH WORK OF OTHER TRADES.
E. CONFORM TO CODE OR STANDARD REQUIREMENTS.
5. SUBMITTALS: WITHIN 21 DAYS AFTER AWARO oF THE
CONTRACT, SUBMIT 5 COPIES OF THE FOLLOWING TO THE ARCHITECT FOR
REVI EW:
! A. A COMPLETE, BOUND MANUAL OF ALL MAJOR ITEMS OF
EQUIPMENT ANO MATERIALS TO BE FURNISHED AND INSTALLEO ON THIS
PROJECT. MANUALS MAY SE SUBMITTED BY GENERAL CATEGORY SUCH AS
HVAC, CONTROLS, PLUMBING, AND FIRE PROTECTION'
B. IDENTIFY EACH ITEM BY MANUFACTURER' BRAND ANO
TRADE NAME' NUMBER, s|zE, RATING AND WHATEVER oTHER DATA IS
NECESSARY TO PROPERLY IDENTIFY AND CHECK MATERIALS AND EQUIPMENT.
THE WOROS .AS SPECIFIEO' WILL NOT BE CONSIDEREO SUFFICIENT
IOENTIFICATION.
. C. WHERE MATERIALS OR EQUIPMENT ARE TO 8E SUBSTI-
TUTEo, PROVIDE COMPLETE OATA SHOWING PERFORMANCE, QUALITY, DIMEN-
sroNs AND cONFORMANCE 14ITH SPECIFICATION REQUIREMENTS. (PROJECT
,INSTALLATION DRAWINGS MAY 8E A CONDITION OF FINAL APPROVAL TO
SUESTITUTE.) ALL SUBSTITUTIONS SHALL BE CLEARLY IDENTIFIED.
D. EACH SUBMITTEO ITEM SHALL REFER TO SPECIFICA-
TION SECTION AND PARAGRAPH, OR DRAWING/EQUIPMENT SCHEDULE
NUMBER,/LETTERt,.|ITHt,.lHIcHIHEITEMISSPEcIF|Eo/IDENTIFIE0.
E. SUBMIT COMPLETE CONTROL OIAGRAMS AND SEQUENCE
OF OPERATION PLUS SUESTANTIATING ENGINEERING OATA FOR ALL TEM-
PERATURE CONTROL SYSTEMS.
F. PROVIDE COMPLETE SUBMITTAL DATA FOR ALL
MATERIALS ANO ITEMS WITHIN MECHANICAL SYSTEMS SPECIFIEO IN THTS
SPECIFICATION OR ON PROJECT DRAWINGS BY MANUFACTURER AND,/OR PRO-
OUCT TYPE AND,/OR MODEL NUMBER WHERE:
1. AOOITIONAL CLARIFICATION IS NECESSARY
TO DEFINE THE ITEM PROPOSED FOR INSTALLATION.
2. A PERFORMANCE SPECIFICATION REQUIRES
VERIFICATION, ACCEPTANCE, ANO REVIEW OF THE ARCHITECT PRIOR TO
PLACING ORDER.
G. ALL SUEMITTALS SHALL BE MARKEO IN OETAIL.
AccESSoRIEs, oPTIoNS, AND coNFIGURATIoNS NoT INoIcATEo oR
INDICATED ERRONEOUSLY SHALL NOT REMOVE THE RESPONSIBILITY FROM
THE CONTRACTOR TO PROVIOE EQUIPMENT MEETING PROJECT REQUIREMENTS,
PERFORMANCE SPECIFICATION$, SPACE LIMITATIONS' ETC.
I
I
I
I
I
I
I
I
t
I
T FALL LINE COURTYARO ENCLOSURE s86039 15010 - 2
I
I
t
I
I
I
I
I
I
T
I
I
I
I
I
I
t
I
I
PAGE 30
H. PLACE ORDERS FOR ALL EQUIPMENT IN TiME TO
PREVENT ANY DELAY IN THE CONSTRUCTTON SCHEOULE OR COMPLETION OF
PROJECT. IF ANY MATERIALS OR EQUIPMENT ARE NOT ORDERED IN TIME'
AOOITIONAL CHARGES MAOE BY EQUIPMENT MANUFACTURERS TO COMPLETE
THEIR EQUIPMENT IN TIME TO MEET CONSTRUCTION SCHEDULE' TOGETHER
WITH ANY SPECIAL HANDLING CHARGES AND RESPONSIBILITY FOR PROJECT
COMPLETION DELAYS, SHALL 8E BORNE BY THE CONTRACTOR.
END OF SECTION
FALL LINE COURTYARD ENCLOSURE s86039 15010 - 3
I
I
I
t
I
I
t
I
I
I
I
I
T
I
PACE 3I
SECTION 15020--WORK INCLUDED:
PART 1 . OO-_GENERAL
1.01 DESCRIPTION:
A. WORK INCLUOES:
THE MECHANICAL SYSTEMS REQUIRED FOR THIS WORK ARE TO 8E AS
INOICATED ON THE ORAWINGS AND INCLUDE, BUT ARE NOT NECESSARILY
LIMITED TO:
1. BUILDING UTILITIES SERVICES COMPLETE, INCLUDING
CONNECTION WITH THE SERVING UTILITY COMPANIES OR AS NOTED ON
DRAI.I I NGS .
2. ROOF ANO AREA DRAINAGE SYSTEMS.
3.CoMPLETEWATERDISTRIBUTIoNSYSIEMSToANDINcLUo-
ING ALL PLUMBING FIXTURES, FITTINGS, AND ASSOCIATED EQUIPMENT.
4.HVACSYSTEMSCoMPLETE,t4ITHALLcoNNEcTINGPIPING'
DUCTIIJORK, AND CONTROLS.
5. POOL AND SPA EQUIPMENT AND,/OR PIPING AS SPECIFI-
CALLY NOTED ON ORAWINGS OR SCHEDULES.
6. INSULATION OF PIPING AND DUCTWORK AS REQUIRED BY
ORAWINGS ANO SPECIFICATIONS.
T.EXHAUsTSYSTEMScoMPLETE,WITHcoNNEcTINGDUcT|^JoRK
AND CONTROLS.
S.MECHANICALEQUIPMENTcoNTRoLSASSPECIFIEooNDRAW_
INGS ANO HEREWITHIN.
9. PIPE, CONTROL AND VALVE IOENTIFICATION.
10. GAS PIPING SYSTEM (NATURAL GAS) COMPLETE.
B. WORK NOT INCLUOED AS PART OF THIS DIVISION:
1. PAINTING OF EXPOSED PIPES AND DUCTS EXCEPT
IOENTIFICATION AS SPECIFIED HEREIN. SEE SECTION 15047, PARAGRAPH 1.03.
1.02 QUALITY ASSURANCE:
A. QUALIFICATIONS OF INSTALLERS:
I
I
T
I
I FALL LINE COURTYARO ENCLOSURE s86039 15020 - 1
I
I
I
I
I
I
I
I
I
I
t
I
I
I
I
I
I
I
I
PAGE 32
1. FOR THE ACTUAL FABRICATION, INSTALLATION AND TEST-
ING OF THE WORK OF THIS SECTTON, USE ONLY THOROUGHLY TRAINED AND
EXPERI ENCED PERSONNEL I'IHO ARE COMPLETELY FAMI LIAR WITH THE RE-
QUIREMENTS OF THIS WORK ANO WITH THE INSTALLATION RECOMMENDATIONS
OF THE MANUFACTURERS OF THE SPECIFIED ITEMS AND MATERIALS'
2.coNTRAcToRSHALLHAVEINCHARGEoFTHEWoRKATALL
TIMES DURING CONSTRUCTION A THOROUGHLY COMPETENT SUPERINTENDENT
WtTH EXPERIENCE IN THE TYPE OF WORK TO BE INSTALLEO UNDER THESE
SPECIFICATIONS. CHANGES IN JOB SUPERINTENDENTS SHALL BE MADE
ONLY UPON WRITTEN CONSENT OF THE ARCHITECT.
3.INAccEPTANcEoRREJECTIoNoFINSTALLEDSYSTEMS,No
ALLOWANCE WILL BE MAOE FOR LACK OF SKILL ON THE PART OF THE
I NSTALLERS .
1.03 COI.IPLIANCE:
A. WHENEVER REQUIRED DURING PROGRESS OF IHE I^'ORK AND AFTER
COMPLETION OF CONSTRUCTION, IMMEDIATELY FURNISH PROOF ACCEPTABLE
TO THE OWNER THAT ALL ITEMS INSIALLED OR EQUIVALENT TO OR EXCEED
ALL REQUIREMENTS SPECIFIED FOR THIS WORK.
B. IN THE EVENT SUCH PROOF IS NOT AVAILABLE, OR IS NOT
ACCEPTABLE TO THE ARCHITECT, THE ARCHITECT MAY REQUIRE THE CON-
TRACTOR TO REMOVE THE ITEM OR ITEMS AND REPLACE WITH MATERIAL
MEETING THE SPECIFIEO REQUIREMENTS ANO TO REPAIR ALL OAMAGE
CAUSED IN THE REMOVAL AND REPLACEMENT, ALL AT NO ADDITIONAL COST
TO THE OWNER.
1 . O/I SURFACE CONDITIONS:
A. INSPECTION:
1-
THE INSTALLEO
IS COMPLETE TO
COMMENCE.
2-
DANCE WITH ALL
PRIOR TO ANY WORK OF ANY SECTION' CAREFULLY INSPECT
WORK OF ALL OTHER TRAOES AND VERIFY ALL SUCH WORK
THE POINT WHERE THE INSTALLATION MAY PROPERLY
VERIFY THAT INSTALLATION SHALL BE IN STRICT ACCOR_
PERTINENT COOES, REGULATIONS ANO THE DRAWINGS.
DISCREPANCI ES:
IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE1.
ARCH I TECT .
2-
O I SCREPANCY
DO NOT PROCEEO WITH ANY INSTALLATION IN AREAS OF
UNTIL E,ACH OISCREPANCY HAS BEEN FULLY RESOLVEO.
END OF SECTION
FALL LINE COURTYARO ENCLOSURE S86039 15020 - 2
t
I
I
I
I
t
I
I
I
t
I
I
I
I
I
I
I
I
I
PAGE 33
SECTION 15023--CODES, FEES, PERMITS AND STANDAROS:
PARI .I . OO--GENERAL
1.01 CODES, STANDARDS:
A. CoMPLIANCE: ALL woRK SHALL coMPLY |4ITH THE FoLLowING
CODES ANO STANDAROS. LATEST EOITIONS. AS APPLICABLE' WHERE NO
CONFLICT DEVELOPS BETWEEN LAI4S, OROINANCES, STANDARDS, OR THIS
SPECIFICATION. WHERE DIFFERENCES OCCUR, THE MOST DEMANDING ANO
THE HIGHEST LEVEL OF MATERIAL OR WORKMANSHIP SHALL APPLY AS
OETERMINED BY THE ARCHITECT.
1. STATE OR LOCAL LAWS, OROINANCES, REGULATIONS
INCLUDING APPLICAELE ENERGY COOES ANO STANOAROS.
2. REGULATIONS OF UTILITY COMPANIES INCLUDING INSTAL-
LATION SPECIFICATIONS FOR MATERIALS ANO INSTALLATION METHOOS.
3. NATIONAL FIRE CODES BY NFPA (NATIONAL FIRE PREVEN-
TION ASSOCIATION).
4. ASA (AMERICAN STANDAROS ASSOCIATION).
5. NEMA (NATIONAL ELECIRIC MFG. ASSOCIATION).
6. UL (UNDERNRITER'$ LABORATORI ES ' INC. ) .
7. ASTM (AMERICAN SOCIETY OF TESTING AND MATERIALS).
S.ASHRAE(AMERIcANsocIETYoFHEATING,REFRIGERATIoN
ANO AIR CONDITIONING ENGINEERS).
9. U8C (UNIFORM BUILOING COOE' INTERNATIONAL CONFER-
ENCE OF BUILDING OFFICIALS), 1985 WITH LOCAL REVISIONS.
lo.SMAcNA(SHEETMETALANDAIRcoNDITIoNINGcoNTRAc_
TORS NATIONAL ASSOCIATION).
11. UPC (UNIFORM PLUMBTNG CODE' I -C-8-O- ) ' 1985 WITH
LOCAL REVISIONS.
12. UMC (UNIFORM MECHANICAL CODE), 1985 WITH LoCAL REVISIoNS.
1.O2 NOTICES: GIVE ALL NECESSARY NOTICES, FILE ALL NECESSARY
PLANS, OBTAIN AND COORDINATE REQUIRED INSPECTIONS, OBTAIN ALL
APPROVALS, ETC. OF ALL GOVERNMENTAL AUTHORITIES HAVING JURISOIC-
TION AND CONTROL OVER THIS PROJECT.
FALL LINE COURTYARD ENCLOSURE $86039 15023 - 1
t
I
I
I
I
I
I
I
I
I
I
I
I
t
I
I
I
t
I
PAGE 34
1.03 FEES: EXCEPT AS SPECIFICALLY COORDINATED WITH THE GENERAL
CONTRACTOR. INCLUDE, A5 LINE ITEMS, WITHIN THE BASE PROPOSAL SUM'
THE COST OF ALL:
1. FEES. PERMITS AND TAXES.
2. LICENSES ANO ROYALTIES.
3. CONNECTION AND,/OR TAP CHARGES.
4. UTTLITY INSTALLATION AND,/OR EXTENSION OR SERVICE CHARGES.
5. TESTS REQUIREO AS SPECIFIEO.
6.TEMPoRARYAND,/oRPERMANENTSERVIcEUNTILSUBSTAN-
TIAL COMPLETION WITH METERS ANO CONTROL DEVICES AS NECESSARY.
7. COMPLIANCE LABELS. CERTIFICATES, OCCUPANCY OR USE PERMITS.
S.BoNDs'h|ARRANTIEs,GUARANTEES,SERVIcEANDMAINTEN_
ANCE CONTRACTS, ETC. AS SPECIFIEO'
1.04 INSPECTIONS: NOTIFY PROPER AUTHORITIES WHEN WORK IS READY
FOR INSPECTIONS REQUIRED BY APPLICABLE COOES. RULES AND REGULA_
TIONS, ALLOWING SUFFICIENT TIME FOR INSPECTIONS. RECEIVE' RECORD
AND SUBMIT hIRITTEN APPROVALS OF AUTHORITIES TO ARCHITECT WITHiN
1O DAYS OF EACH INSPECTION.
END OF SECTION
FALL LINE COURTYARO ENCLOSURE s86039 15023 - 2
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
T
PAGE 35
SECTION'I 5042--TEST$:
PART 1 . OO_-GENERAL
1.01 TESTS REQUIRED:
A. PIPING TESTS: TEST SYSTEMS IN THE PRESENCE OF THE
ARCHITECT,/ENGINEER (oR tl|ITH HIS APPRoVAL, PRoVIoE SIGNE0' t^|RITTEN
STATEMENT THAT TEST WAS PERFORMED, DATE, TIME, AND TEST RESULTS)
AS FOLLOWS:
1. SOIL, WASTE, ANO STORM DRAINAGE PIPING:
HYDROSTATICALLY TEST 8Y:
A. PLUGGING ALL OPENINGS.
B. FILLING SYSTEM (OR PORTIONS THEREOF) TO ROOF
LEVEL OR A MINIMUM OF 10 FEET IN HEIGHT ABOVE HIGHEST DRAIN
WITHIN PORTION OF SYSTEM BETNG TESTEO. (MAXIMUM STATIC TEST
PRESSURE SHOULD NOT EXCEED 20 FEET ON ANY PORTION OF PIPING
SYSTEM - )
C- ALLOW |'IATER TO STAND 3 HOURS' CHECK ALL OF
THE JOTNTS FOR VISIELE LEAKS OR MOISTURE. DROP IN WATER LEVEL
SHALL NOT EXCEED 1 INCH IN LAST HOUR.
2.OOMESTICWATER:TESTHYDRAULICALLYTOl25PSIFOR
4 HOURS INCLUDING OUTSIDE SERVICE LINES. PRESSURE DROP SHALL NOT
EXCEEO 3 PSI IN ONE HOUR. AIR TESTING SHALL BE PERMITTEO WHEN
POSSIEILiTY OF FREEZING EXISTS t'JITH PERMISSION OF ARCHITECT.
HOLO PRESSURE WITHIN 3 PSI VARIATION AT SAME TEMPERATURE FOR 24
HOURS MINIMUM. RECORD PRESSURES AND TEMPERATURES.
3.oEFECTS:IFINsPEcTIoNoRTESTSSHot,|oEFECTS,SUCH
WORK SHALL BE REPLACED OR CORRECTED AND THE TESTS REPEATED. ALL
REPAIRS TO PIPING SHALL 8€ MADE WITH NEW MATERIALS. NO CAULKING
OF SCREWED JOINTS OR HOLES WILL BE ACCEPTED.
4. NATURAL GAS PIPING: AS REQUIREO 8Y GAS UTILTTY
REGULATIONS ANO,/OR 8Y PRESSURIZING LINES WITH FUEL GAS, AIR OR
rNERT GAS (NEVER OXYGEN), HOLDING A PRESSURE OF 10 PSIG FOR 1s
MINUTES WITH NO LOSS,/DROP IN PRESSURE. MEASURE ONLY WITH MERCURY
MANOMETER OR SLOPE GAGE CALIERATED TO READ IN INCREMENTS OF NOT
GREATER THAN ONE-TENTH POUNO. VERIFY TEST(S) RESULTS PER 1-01A-
ABOVE.
ENO OF SECTION
FALL LTNE COURTYARO ENCLOSURE s86039 15042 - 1
I
I
t
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PAGE 36
SECTION 15043_-BALANCING OF SYSTEMS:
PART 1.OO--AIR SYSTEMS
1.OI OENERAL: AT THE COMPLETION OF THE INSTALLATION. ALL AIR
SYSTEMS t.IILL 8E EALANCEO BY THE MECHANICAL CONTRACTOR.
A. THE MECHANICAL CONTRACTOR IS TO FURNISH AND INSTALL SUCH
ITEMS AS ACCESS DOORS, DAMPERS, ETC., AS REQUIRED TO ALLON TESTS
ANO ADJUSTMENTS TO 8E MAOE AS DESCRIBED IN THIS SECTION.
B. THE MECHANICAL CONTRACTOR SHALL PROVIOE LAEOR AND
MATERIALS FOR ANY CHANGES OF FAN EELTS AND SHEAVES OR MOTOR
SPEEDS REQUIRED TO OBTAIN THE SPECIFIEO CFM AND MAKE OTHER
CORRECTIONS TO THE SYSTEMS FOR PROPER PERFORMANCE.
1.O2 PROCEDURE: ADJUST AND BALANCE ALL AIR SYSTEMS TO MEET THE
DESIGN CONDITIONS AND TABULATE ALL INFORMATION ON ACCEPTABLE
FORMS. ALL SYSTEMS TO 8E CHECKEO FOR PROPER PERFORMANCE AT PEAK
OR MAXIMUM MODES OF OPERATION, BOTH HEATING AND COOLING. SALAN-
CING AND ADJUSTING SHALL INCLUDE BUT NOT 8E LIMITED TO THE
FOLLOWING:
1. ADJUST ALL FAN SYSTEMS TO DELIVER DESIGN AIR QUAN-
TITIES WITH A TOLERANCE OF -5I TO PLUS 5T. MEASURE AIR VOLUMES
AT ALL GRILLES. REGISTERS, DIFFUSERS. INTAKE AND EXHAUST LOUVERS'
ANO AOJUST ANO BALANCE TO MEET DESIGN CONDITIONS NITHIN A TOLER-
ANCE OF -1OT TO PLUS 10%
2. OPERATE AND VERIFY ALL SYSTEM CONTROLS AND CALI_
BRATE ALL SENSING DEVICES AS NECESSARY. (REFER ALSO rO CONTROL
SPECIFICATIONS FOR COORDINATION OF RESPONSIBILITY. )
3.PERMANENTLYMARKSETPoINTSFoRALLADJUSTEo,/oALI-
BRATED DEVICES.
I.03 REPORT:
1. AFTER BALANCING I5 COMPLETED, TAEULATE THE
FOLLOWING ANO INCLUOE IN A WRITTEN REPORT TO THE CONSULTING
MECHANICAL ENGINEER:
A. RPM, AMPERAGE ANO VOLTAGE INPUT TO EACH MOTOR
( INCLUDE ALL MOTORS).
B. NAMEPLATE DATA AND OVERLOAD HEATER CAPACITY
INSTALLED FOR MOTOR.
C. ENTRANCE ANO EXIT AIR PRESSURE ACROSS EACH
FAN. FILTER. COIL ANO LOUVER.
FALL LINE COURTYARD ENCLOSURE s86039 15043 - 1
I
I
I
I
I
T
I
I
I
I
I
I
I
I
I
I
I
I
I
PAGE 37
O. CFM CAPACITY OF EACH FAN SYSTEM' AND AT EACH
GRILLE, REGISTER, OIFFUSER INTAKE, RETURN, ANO EXHAUST LOUVER.
E. TOTAL STATIC PRESSURE ACROSS EACH FAN SYSTEM.
F. AIR TEMPERATURE OF EACH HEATED OR AIR CONDI-
TIONED SPACE AND AT THE ENTRANCE AND EXIT OF EACH AUTOMATIC
OAMPER AND COIL.
2. MAKE SPECIAL NOTE OF ANY DISCREPANCY EETWEEN TABU-
LATED CONDITIONS AND SPECIFIED CONDITIONS AND CALL TO THE CONSUL-
TING MECHANICAL ENGINEER'S ATTENTION. REBALANCE AND RETABULATE
INFORMATION AS REQUIRED BY THE ENGINEER TO MEET DESTGN CONDITIONS.
3. INCORPORATE THE FINAL APPROVEO REPORT IN THE O & M
MANUAL (AS SPECIFIE0 HEREIN) INCLUoING COPIES OF rHE MECHANICAL
DRAI,,IING$. (WHERE THE POINT OF MEASUREMENT CANNOT 8E DESCRIEED
AOEQUATELY. PROVIDE A CROSS REFERENCE NUMBER IN THE REPORT TABU-
LATIONS AND AT THE POINT OF MEASUREMENT ON THE DRAWINGS.)
ENO OF SECTION
FALL LINE COURTYARD ENCLOSURE s86039 15043 - 2
I
I
I
I
I
T
I
I
t
I
T
I
T
I
I
I
I
I
I
PAGE 38
SECTION 1 504S--PROJECT COMPLETION :
PART 1 . OO--GENERAL
1.01 T{ORK IN PROGRESS:
A.PRoTECTALLINSTALLEDwoRK.SEALALLcoNDUITS'DUcTs
ANO PIPING UNTIL PERMANENTLY ENCLOSEO.
B.PRoTE0TALLFINISHSURFACESSUCHASALUMINUM'cHRoME,
STAINLESSSTEEL,ETc.FRoMDAMAGE.ALLDAMAGEoMATERIALS'
REGARDLESS OF CAUSE, SHALL BE REPLACED AT THE TIME OF SUBSTANTIAL
COMPLETION.
C. ONLY CRAFTSMEN SKILLED IN THEIR TRADES SHALL BE USED FOR
ANY WORK.
D.ALLwoRKSHALLPRESENTANEAT,MECHANIcALAPPEARANCE
WHEN COMPLETEO.
E, COORDINATE INSTALLATION AND OPENING ARRANGEMENTS NITH
OTHER TRAOES TO MINIMIZE CUTTING ANO PATCHING AND TO INSURE
ADEQUATE PROVISIONS FOR ATTACHMENT. SUPPORT AND MOUNTING'
CHANGES MAOE NECESSARY TN COMPLETED WORK DUE TO A LACK OF COOROI_
NATION ARE THE RESPONSISILITY OF THE CONTRACTOR.
F.CUTTINGoFANYSTRUoTURALMEMBERS,REGAR0LESSoFSIzE'
IS PROHIEITEO WITHOUT THE PRIOR APPROVAL OF THE ARCHITECT.
G. DO NOT COVER UP OR ENCLOSE l^fORK UNTIL IT HAS EEEN
PROPERLY ANO COMPLETELY INSPECTED, TESTED' ANO APPROVED.
H.sHoUL0ANYoFTHEwoRKBEcoVEREooRENCLoSEDPRIoRTo
ALL REQUIRED INSPECTIONS AND APPROVALS, UNCOVER THE I^IORK AS
REQUIRED ANO, AFTER IT HAS BEEN COMPLETELY INSPECTED AND AP-
PROVEO, MAKE ALL REPAIRS AND REPLACEMENTS WITH SUCH MATERIALS AS
ARENECESSARYToTHEAPPRoVALoFTHEARCHITECTANDATNo
ADDITIONAL COST TO THE OWNER.
1.O2 NOISE CONTROL: ALL INSTALLEO EQUIPMENT SHALL OPERATE UNOER
ALL CONOITIONS OF LOAO WITHOUT ANY OBJECTIONABLE SOUNO OR VIERA-
TION NOTICEAELE OUTSIDE OF THE ROOM OR SPACE IN WHICH IT IS
INSTALLED, MOVING EQUIPMENT, MACHINERY HOUSINGS, ENCLOSURES,
DUCTS, PIPING, GRILLES, ETC. THAT VIERATE OR EMIT OEJECTIONAELE
SOUNDS DUE TO START UP, OPERATION OR THERMAL MOVEMENTS, WHICH ARE
NOTICEABLE OUTSIOE THE ROOM OR SPACE WHERE EQUIPMENT IS INSTAL-
LED. SHALL BE DAMPENED, BALANCED, ANO HAVE VIERATION ELIMINATORS
OR ISOLATION PAOS INSTALLED OR OTHERWISE CORRECTED PER MANUFAC-
TURER'S SPECIFICATIONS AND,/OR ENGINEER'S DIRECTION, INCLUDING
SHOCK ABSOREERS ON PIPING.
FALL LINE COURTYARO ENCLOSURE s86039 15045 - 1
I
T
T
I
I
I
I
I
I
t
I
I
I
I
I
I
I
I
I
PAGE 39
1.03 oPERATIoN: PRoVIDE ALL oIL' GREASE, FILTERS' ETc. FoR
OPERATION OF ALL EQUIPMENT UNTIL FINAL ACCEPTANCE. PROTECT ALL
EQUIPMENT WITH COVERS AS REQUIREO ANO ALL SHAFTS AND BEARINGS
DURING INSTALLATION. THE CONTRACTOR IS RESPONSIBLE FOR OPERATION
AND MAINTENANCE OF ALL EQUIPMENT UNTIL FINAL ACCEPTANCE. USE OF
BUILDING HVAC EQUIPMENT OR PLUMBING FOR OR BY CONSTRUCTION
PERSONNEL IS EXPRESSLY PROHIBITEO EXCEPT AS NECESSARY FOR TESTING
AND CALIBRATION OR ADJUSTMENT WITHOUT THE WRITTEN PERMISSION OF
THE ARCHITECT.
END OF SECTION
FALL LINE COURTYARO ENCLOSURE s86039 15045 - 2
I
I
I
I
I
I
t
I
I
I
I
I
T
I
I
I
I
I
I
PAGE 40
SECTION 1 5047__I DENTIFICATION :
PART 1 . OO--GENERAL
1.01 DESCRIPTION:
A.EACHPIECEoFMECHANICALEQUIPMENTSPECIFIEDINTHESE
SPECIFICATIONS OR ON ORAWINGS SHALL BE IDENTIFTEO BY PERMANENT
LABELS (STICK-ON LAEELS NOT APPROVED) tIITH THE EXCEPTION OF
PLUMBING FIXTURES, GRILLES, REGISTERS, DIFFUSERS AND EQUIPMENT
WHICH IS CONCEALED IN WALLS OR ABOVE INACCESSIBLE CEILINGS.
1.02 PIPE ANO FITTING IDENTIFICATIONS:
A. VALVES: PROVIDE SETON BRANO NON-TEAR VINYL TAGS (SPT3)
PERMANENTLY CHAINEO TO VALVE FOR EACH VALVE EXCEPT IN PUBLIC
AREAS I{HEN EXPOSED. CLEARLY PRINT IN INDELIBLE INK THE SERVICE
AND,/OR FUNCTION OF THE VALVE. (NOTE: BRASS TAGS EXPRESSLY
PROHIBITED. )
8. PIPING: IDENTIFY ALL PIPING WITH PAINTED SINGLE coloR
EANOS (10'WIOE) PER ASA A13.1, AT MAXIMUM 40 FOOT INTERVALS ON
STRAIGHT PIPE RUNS, AT TEES, ANO WHEREVER PIPING ENTERS CONCEALED
SPACES OR PASSES THROUGH WALLS OR FLOORS. GROUP LABELS ON
PARALLEL PIPING RUNS AND PLACE SO AS TO BE READAELE FROM THE
NEAREST ACCESSIBLE VTSION POTNT. INDICATE FLOW OIRECTION ON CIR-
CULATION PIPING SYSTEMS.
1-O3 PAINTING: PIPING, WHERE So NOTEo ON DRAWINGS, IS TO 8E
PAINTED, I4HETHER AREA REQUIRES FINISH OR NOT. ALL DUCTS IN
EXPOSEO AREAS TO BE PAINTEO WHEN SO NOTED ON ORAWINGS.
A.coLoRCoDING:STANDARDcoLoRcoDEFoRPIPEANDEQUIP-
MENT MARKING PER ASA STANOAROS. BRADY COLOR CODEO SELF-AOHESIVE
BANDS MAY BE INSTALLED IN LIEU OF PAINTED 8ANOS. THE FOLLOWING
COLORS SHALL 8E USEO, UNLESS NOIEO OTHERWISE.
1. YELLOW: NATURAL GAS, COMPRESSED AIR' HIGH TEMPERA_
TURE WATER (ABOVE 1?O OEGREES F.), FLOOR ZONE MARKINGS' HIGH
PRESSURE STEAM. GAS PIPING UNDER PRESSURES GREATER THAN 6" W.C.
SHALL BE STENCILEO "DANGER.HIGH PRESSURE GAS". INOICATE NORMAL
OPERATING PRESSURE AND,/OR TEMPERATURE.
2-GREEN:COLDWATERANOHOTWATER(BELoW'IT0OEGREES
tr\
3. ALUMINUM: FLUES, HIGH TEMPERATURE EQUIPMENT AND
SURFACES, EXCEPT AS NOTED ON ORAWINGS.
8LACK, WHITE OR COLOR:PER ASA STANDARDS.
FALL LINE COURTYARD ENCLOSURE s86039 15047 - 1
I PAGE 4I
I
I
I
I
I
I
I
I
I
I
l B. WHERE PIPING IS To BE PAINTED ENTIRELY' THE coLoR, IF
I Nor pER ASA srANoARos, sHALL BE SeECIFIED EY ARcHITECT AND NorEo
]',ITHIN PROJECT PLANS AND,/OR SPECIFICATIONS.
I END oF sEcrIoNI
I
I
I
I
I
I FALL LINE couRTyARD ENcLosuRE $BG03e 15047 - 2
PAGE 42I
I
SECTION 15048--MAINTENANCE MANUALS, OPERATING INSTRUCTIONS, AS
I
EUILT DRAWINGS:
PART 1 . OO-_GENERAL
1.01 OPERATING INSTRUCTIONS:
A.AFTERALLMECHANIoALSYSTEMSHAVEBEENEALANCE0'cALI-
BRATEO, AND CONTROL PERFORMANCE SEQUENCE PROVEN, (AND ALL OF THE
FOLLOI,IING HAVE BEEN PRESENT TO SUPERVISE THE START-UP OF THE
EQUIPMENT FOR hIHICH THEY ARE RESPONSIBLE: ALL MECHANICAL' ELECT-
RicAL AND coNTRoL coNTRAcIoRs, ANo REPRESENTATIVES oF MAJoR ITEMs
OF MECHANICAL EQUiPMENT) THE CONTRACTOR SHALL INSTRUCT THE OWNER
FULLY IN EQUIPMENT AND SYSTEMS OPERATIONS, ADJUSTMENTS ANO MAIN-
TENANCE. GIVE THE OI.'NER 48 HOURS ADVANCE NOTICE OF SUCH INSTRUC-
TION,
7-O2 OPERATION AND I,IAINTENANCE |iIANUAL: PROVIDE 3 COPIES OF
BOUNO OPERATING AND MAINTENANCE TNSTRUCTIONS AND SCHEDULES TO THE
OWNER, COVERING ALL OPERATING EQUIPMENT. SUEMIT PROPOSED ORAFT
OF SUCH INSTRUCTIONS TO THE ENGINEER FOR APPROVAL PRIOR TO ISSUE.
MANUFACTURER'S CATALOG SHEETS MAY 8E INCLUDED AS SUPPLEMENTAL TO
THE OPERATION ANO MAINTENANCE LITERATURE. O. & M. LITERATURE
SHALL PREFERABLY 8E PUBLISHED AND DETAILED BY THE MANUFACTURER.
o.&M.MANUALWILLNoTBEwAIvEDUN0ERANYCIRCUMSTANCES.
1.03 AS EUILT DRAWINGS: THE CONTRACTOR SHALL MAINTAIN A CURRENT
SET OF ORAI,JINGS I^IITH ALL CHANGES ANO OEVIATIONS FROM CONTRACT
DOCUMENTS MARKED IN RED. PRIOR TO SUBSTANTIAL COMPLETION DATE' HE
SHALL TRANSFER ALL DATA FROM THE JOB SITE PRINTS TO A SET PRO-
VIDED BY THE ARCHITECT FOR INCLUSION WITH THE O. & M. MANUALS.
1.04 GUARANTEE,/HARRANTY:
A. REQUIRED: INCLUDE MANUFACTURER'S tIRITTEN GUARANTEE,/WAR-
RANTY ON ALL OPERATING EQUIPMENT IN O. & M. MANUAL. GUARANTEE/-
WARRANTY SHALL COMMENCE ON THE OATE OF SUBSTANTIAL COMPLETION.
GUARANTEE,/WARRANTYTERMSSHALLBEFORONEYEAR,ORASSPECIFIED
HEREIN. OPERATION OF EQUIPMENT DURING CONSTRUCTION PERIOO IS NOT
PERMITTED EXCEPT AS SPECIFIED IN SECTION 15045 ANO I'tILL NOT BE
CONSIDERED AS ANY PORTION OF THE GUARANTEE/WARRANTY PERIOD.
8. SERVIcE GUARANTEE: THE FOLLOWING GUARANTEE IS A CoN-
DITION OF THIS AGREEMENT AND SHALL BE SIGNED BY THE CONTRACTOR
ANO INCLUOED IN THE O. & M. MANUAL, IN AODITION TO OTHER WARRAN-
TIES AND GUARANTEES REQUIRED IN THESE SPECIFICATIONS.
I
I
I
I
t
I
t
I
I
I
t
I
I
I
I
I FALL LINE COURTYARO ENCLOSURE s86039 15048 - 1
I
I
I
t
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PAGE 43
"THE UNDERSIGNED GUARANTEES THAT THIS INSTALLATION IS FREE
FROM MECHANICAL DEFECTS. HE AGREES TO REPLACE OR REPAIR' TO THE
SATISFACTION OF THE ARCHITECT, AT NO ADDITIONAL COST TO THE
OI.INER, ANY PART OF THE MECHANICAL TNSTALLATION WHICH MAY FAIL
WITHIN A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE PROVIOED TI'IAT
SUCH F.AILURE IS OUE TO DEFECTS IN THE MATERIALS OR WORKMANSHIP,
OR FAILURE TO FOLLOi^I THE REQUIREMENTS OF THE SPECIFICATIONS AND
THE ORAWINGS. "
FIRM NAME:
AOORESS:
BY:
DATE:
TELEPHONE NUMBER:
END OF SECTION
FALL LINE COURTYARD ENCLOSURE s86039 15048 - 2
t
I
I
I
I
I
I
I
I
I
I
I
I
I
t
t
I
I
PAGE 44
SECTION 15050--BASIC MATERIALS AND METHODS:
PART 1 . OO--GENERAL
I.O1 iIATERIAL:
A. ALL MECHANICAL MATERIAL SHALL BE NEW AND OF THE QUALITY
AND TYPE SPECIFIEO.
8. MANUFACTURER AND CATALOG NUMBER SHONN IN THESE SPECIFI-
CATIONS OR ON DRAI4INGS ARE INTENOEO AS A GUIoE TO QUALITY
eQutvlleruT MATERIALS AND EQUIPMENT OF OTHER MANUFACTURERS WILL BE
ACCEPTAELE PROVIDING SUCH SUBSTITUTIONS ARE APPROVED IN WRITING
BY THE ARCHITECT (UNLESS NOTEO OTHERWISE ON DRAWINGS). REQUESTS
FOR SUBSTITUTTON APPROVAL SHALL BE SUEMITTEO TO THE ARCHITECT IN
ACCORDANCE.WITH PROVISIONS OF DIVISION 1 OF THESE SPECIFICATIONS.
c.NoEXTENSIoNoFCoMPLETIoNDATESHALLBEALLoWEDFoR
TIME LOST IN CONSIDERATION OR INSTALLATION OF APPROVED SUBSTITU-
TIONS. APPROVAL OF SUESTITUTIONS SIGNIFIES GENERAL QUALITY OF
MATERIALS AND EQUIPMENT ONLY AND DOES NOT RELIEVE THE CONTRACTOR
OF RESPONSIBILITY FOR PROPER OPERATION OF THE SYSTEM' COMPLIANCE
WITH SPECIFICATIONS AND NECESSARY CHANGES DUE TO DIMENSIONAL
DIFFERENCES OR SPACE REQUIREMENTS.
| -O2 SUBI,IITTALS:
sEE SECTION 1s010-1.01 5 A.
1.03 PROJECT COiIPLETION:
SEE SECTION 15045.
P,ART 2.OO--PRODUCTS AND EXECUTION
2-O1 ACCESSIBILITY: PROVIDE ADEQUATE CLEARANCES FOR PROPER
INSTALLATION, KEEPING CLEARANCES AND INSTALLATION SPACES TO A
MINIMUM. LOCATE ALL EQUIPMENT, INCLUDING BUT NOT LIMITEO TO
VALVES, TRAPS, CLEAN_OUTS, MOTORS, FILTERS, CONTROLLERS, SWITCH_
GEAR, ORAIN POINTS, STRAINERS, ETC. THAT MUST 8E SERVICEO,
OPERATED OR MAINTAINEO, IN FULLY ACCESSiBLE POSITIONS. PROVIDE
ACCESS DOORS WHEREVER REQUIRED FOR ACCESSIBILITY FOR SERVICE-
(TYPE, SIZE AND LOCATION TO BE APPROVED BY THE ARCHITECT.) PRO-
VIOE ACCESS TO ALL FIRE OAMPERS.
I FALL LINE COURTYARD ENCLOSURE *86039 15050 - 1
EDMD
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
t
I
I
PAGE 45
2.O2 ALTITUDE RATINGS: EXCEPT AS OTHERWISE NOTED, ALL EQUIPMENT
CAPACITIES, AIR QUALITIES, ETC. ARE ADJUSTED RATINGS FOR THE
ELEVATTON OF THIS PROJECT AS.NOTEO ON DRAWINGS. MANUFACTURER'S
RATINGS SHALL BE ADJUSTED TO PROVIDE NET RATINGS SHOWN.
2.03 ELECTRICAL CONNECTIONS: UNLESS OTHERWISE INDICATEO, ALL
MOTORS AND CONTROLS SHALL 8E FURNISHED, SET IN PLACE AND WIRED IN
ACCOROANCE WITH THE FOLLOWING SCHEoULE. (MD IS MECHANICAL
DIVISION-_EO IS ELECTRICAL DIVISION).
ITEM FURNISHED SET IN PLACE WIRED
UNDER OR MTD. AND
UNDER CON_
N ECTED
UNOER
EQUIPMENT MOTORS ANO
THERMAL OVERLOAOS,
RESISTANCE HEATERS (3) MD
MAGNETIC STARTERS AND
OVERLOAD RELAYS (3) MD
DISCONNECT SWITCHES,
FUSED OR UNFUSED, H.P.
RATEO SWITCHES, THERMAL
OVERLOAD St,II TCHES AND
FUSES, MANUAL OPERATING
swrTcHES (3) MD
THERMOSTATS, CONTROL
RELAYS. CONTROL TRANS-
FORMERS, CONTROL PANELS,
MOTOR VALVES, DAMPER
MOTORS, SOLENOID
VALVES (3) MD
(1) IF FURNISHED
MENT, THEN WIRING AND CONNECTIONS
E0( 1) ED
ED( 1) Eo
MD(2)MD(2)
AS PART OF FACTORY WIREO EQUIP-
ONLY BY ED.
(2> IF LINE THERMOSTATS' P.E. SI4ITCHES' TIME
SWITCHES, ETC., CARRY THE FULL LOAD CURRENT TO ANY MOTOR, THEY
SHALL BE FURNISHEO 8Y THE MECHANICAL OIVISION, BUT SHALL BE SET
IN PLACE AND CONNECTEO UNDER THE ELECTRICAL DIVISION' EXCEPT THAT.
WHERE SUCH ITEMS ARE AN INTEGRAL PART OF THE MECHANiCAL EQUIP-
MENT, OR DIRECTLY ATTACHED TO DUCTS, PIPING, ETC., THEY SHALL BE
SET IN PLACE UNOER THE MECHANICAL DIVISION AND CONNECTED BY THE
ELECTRICAL DIVISION. IF THEY DO NOT CARRY THE FULL LOAD CURRENT
TO ANY MOTOR, THEY SHALL 8E FURNISHEO, SET IN PLACE AND WIRED
UNDER THE MECHANICAL DIVISION.
I FALL LINE COURTYARD ENCLOSURE s86039 15050 - 2
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PAGE 46
I
I
I
I
I
(3) THE ABOVE LIST DOES NOT ATTEMPT TO INCLUDE
ALL COMPONENTS. ALL ITEMS NECESSARY FOR A COMPLETE SYSTEM SHALL
BE INCLUDED IN THE BASE CONTRACT.
PROVIDE MOTORS AND EQUIPMENT FOR ONLY THOSE CURRENT CHARAC-
TERISTICS INDICATED ON THE DRAI4 INGS. IT IS THE INTENT OF THIS
DMSION TO REQUIRE COMPLETE SYSTEMS PER THE CONTRACT oOCUMENTS.
COORDINATE ALL EQUIPMENT REQUIRING ELECTRICAL POWER, REGAROLESS
OF VOLTAGE, I^'ITH OTHER TRADES. SO THAT ALL SYSTEMS ARE COMPLETE
AND OPERABLE.
2-O1 EXCAVATION, EACKFILLING: EXCAVATION, TRENCHING, BEDDING OF
PIPE, PLACEMENT AND COVER, EACKFILLING, ETC. IN CONJUNCTION WITH
WORK UNDER THIS DIVISION SHALL BE PER REQUIREMENTS OF DIVISION 2'
.AND THE ADOITIONAL REQUIREMENTS SPECIFIED HEREIN:
A-TRENCHES:SLOPEBoTTOMSUNIFORMLYTODRAIN'TRENCH
EOTTOMS TO 8E FIRM, FREE FROM LARGE ROCKS OR EOULDERS' OR SHALL
HAVE CONCRETE CRADLES PLACED TO SUPPORT PIPING. CRADLES TO EEAR
ON UNDISTURBEO SOIL.
B. CAST IRON: PLACE ON FIRM TRENCH BOTTOM SHAPEO TO ACCEPT
HU8S. EOTH HUBS ANO PIPE SHALL HAVE UNIFORM FIRM EEARING. PLACE
A MINIMUM OF 12 INCHES OF LOOSE ROCK-FREE MATERIAL OVER PIPE.
TEST, COMPACT AND EACKFILL PER OIVISION 2.
C. OTHER PIPING, CONDUITS' CULVERTS: PLACE ON FIRM TRENCH
BOTTOM AND EACKFILL PER OIVISION 2 OR EMBEO PER MANUFACTURER'S
RECOMMEN DAT I ONS .
D.ExPANsIoN:PLACEPIPEFITTINGSANDTHRUSTBLocKSPER
MANUFACTURER'S RECOMMENDATIONS ANO,/OR PROJECT SPECIFICATIONS.
2.05 PIPE DEPTHS: INTERIOR PIPE BELOW SLABS SHALL BE A MINIMUM
OF 4 INCHES BELOW SLAB AND SHALL NOT BE IN CONTACT WITH CONCRETE
AT ANY POINT. MINIMUM EXTERIOR COVER OVER WATER PIPING, UNLESS
oTHERWISE SHOWN OR REQUIREO BY COOE, SHALL 8E I FEET ABOVE THE
TOP OF THE PIPE. VERIFY DEPTH OF BURY WITH ENGINEER PRIOR TO
COMMENCING WORK. AREA DRAINS SHALL HAVE MAXIMUM COVER POSSIBLE
CONSISTENT WITH FINISHEO LANOSCAPE AND ACCEPTABLE FLOW LINES.
GAS PIPING SHALL HAVE MINIMUM OF 3 FOOT COVER WITH I'IARNING TAPE
12'ABOVE PIPE. SANITARY WASTE AND STORM DRAIN LINES SHALL HAVE 3.
FOOT COVER MINIMUM.
2.06 MOTORS: COMPLY I4ITH NEMA STANDARDS AND CONFORM TO ASA C-50
FOR INSULATION ANO DIELECTRIC STRENGTH. CAPACITY TO BE SUF-
FICIENT TO OPERATE ASSOCIATED DRIVEN EQUIPMENT AND OEVICES, UNDER
ALL CONDITIONS OF OPERATION, ALTITUDE AND LOADS WITHOUT OVER-
LOAO. MINIMUM ACCEPTABLE HORSEPOWER (HP) IS THAT INOICATED ON
THE DRAWINGS. SELECT AND INSTALL MOTORS FOR QUIET OPERATION.
FALL LINE COURTYARO ENCLOSURE s86039 15050 - 3
PAGE 47I
I
I
I
I
I
I
I
I
I
I
T
I
I
I
I
I
I
ALL MOTORS RATED lOOO WATTS OR GREATER SHALL HAVE CERTIFIED
POWER FACTORS UNOER FULL LOAD OF 858 UNCORRECTED ANO got CORREC-
TED.
A. BELT DRIVE SYSTEMS SHALL HAVE STEEL BASES NITH POSITIVE
ADJUSTMENT FOR BOTH ALIGNMENT AND BELT TENSION. ALL ORIVE PUL-
LEYS SHALL BE ADJUSTABLE WITHOUT EXCEPTION.
8. V-BELT DRIVE SYSTEMS SHALL BE OESIGNEO FOR 15Ot OF MOTOR
NAMEPLATE RATING. MATCHED AND ADJUSTED TO DRIVE APPARATUS PROPER-
LY ANO TO PREVENT SLIPPAGE OR UNDUE WEAR WHEN STARTING. ALL V-
BELT DRIVES SHALL BE SUCH THAT WHEN A DESIRED SPEED AND BELT
TENSION HAVE BEEN ESTAELISHEO, THE VARIABLE SPEEO PULLEY AND BELT
TENSION ADJUSTMENT ARE AT APPROXIMATE MID-POINT RANGE'
2.o7 PIPE AND PIPE FITTINGS: FULL LENGTH PIPE IN LoNGEST
LENGTHS POSSIBLE SHALL BE USEO. ALL THREADS SHALL BE RIGHT HAND,
PIPE STANDARD, CLEAN CUT, FULL OEPTH ANO TAPERING. INSTALL
PIPING SO AS TO PERMIT COMPLETE DRAINING. PROVIDE DRAINS AT ALL
LOW POINTS. ALL INTERIOR SOIL, I''IASTE AND CONOENSATE LINES SHALL
HAVE UNIFORM PITCH IN THE DIRECTION OF FLOI^I OF NOT LESS THAN 1,/4
INCH PER FOOT UNL€SS OTHERWISE NOTED. REAM OUT ALL PIPE ENOS'
TURN ON ENDS AND RATTLE EEFORE INSTALLING.
2-OB SLEEVES AND PLATES: PRoVIoE SLEEVES AND,/oR INSERTS IN
SUFFICIENT TIME TO INCORPORATE IN CONSTRUCTION I'IITHOUT CUTTING.
PROVIDE SLEEVES FOR ALL PIPES PASSING THROUGH OR WITHIN CONCRETE'
MASONRY OR HARD TILE. SLEEVES IN EXTERIOR WALLS EXPOSED TO
MOISTURE (A8OVE OR EELOW GRADE) TO HAVE "LINK SEAL" MECHANICAL
SEALS OR OTHER APPROVEO hIATER_TIGHT METHODS AND MATERIALS. ALL
PENETRATIONS OF FIRE RATED WALLS AND FLOORS SHALL BE SEALED
AIR,/WATER TIGHT VIA FIRE RATED METHOOS (MECHANICAL OR MASTIC).
A. SLEEVE SIZE:
1. LARGE ENOUGH TO PERMIT FREE MOVEMENT OF PIPES WHERE
EXPANSION OR CONTRACTION MAY OCCUR.
2. LARGE ENOUGH TO PASS PIPES ONLY WHERE PIPE IS
INSULATEO, WITH INSULATION TO BUTT CONSTRUCTION. WHERE INSULA-
TION IS REQUIRED TO HAVE A VAPOR BARRIER, INSULATION SHALL 8E
CONTINUOUS THROUGH SLEEVE.
3. LONG ENOUGH TO PROJECT 1,/4 INCH AEOVE FINISH FLOOR,
EXCEPT IN ROOMS HAVING FLOOR DRAINS WHERE THEY SHALL PROJECT 1/2
INCH OR INSTALL "LINK SEAL' MECHANICAL SEALS.
t FALL LINE couRTYARo ENcLosuRE $86039 15050 - 4
I PAGE 48
I
4. CORE DRILLED HOLES IN CONCRETE WILL NOT REQUIRE
I SLEEVES wITH THE FOLLOWING EXCEPTION: IN AREAS,/ROOMS (WITHOUT
I FLooR DRAINS) t.lHIcH ARE ABovE occuPIED,/usABLE sPAcE' PRovIDE
WATER-TIGHT SLEEVES AT LEAST 1/2 INCH ABOVE FINISHED FLOOR SUR-
- FACE OR INSTALL 'LINK SEAL' MECHANICAL SEALS.
II B. PIPE SLEEVE MATERIAL:
I 1. 24 GAUGE GALVANIZED IRoN sHEET wITH LocK sEAMs,
I scHEoULE 40 pvc, oR ALIERNATE MATERIAL wITH PRIoR APPRoVAL.
I 2- ANcHoRs FoR SLEEVES $HALL BE SUITABLE FoR THE
I MATERIALs sLEEvED AND THE coNsrRucrIoN ENcoUNTEREo- WATER TIGHT
SEALS REQUIRED AS NOTED ABOVE.
I 3. I{HENEVER PIPING PASSES THROUGH WOOD JOISTS, INSTALLI PLASTIC GROMMETS; TAPE COPPER PIPE OR USE PLASTIC GROMMETS TO
I AVOID CONTACT WITH STEEL STUDS.
I a. wHENEVER coppER wATER pIpING pAssEs wITHIN coNcRETE
OR MASONRY. IT SHALL BE INSULATED WITH A MINIMUM OF'I/2 INCH
T ARMAFLEX OR EQUIVALENT.
I C. DUCT SLEEVES:
I 1. TRIM WALL OPENINGS FOR DUCTS WITH FLUSH SHEET METALr TRIM (22 GAUGE GALVANIzEo IRoN)-
I 2. PRovIDE 4 INcH HIcH cuRB ARoUND FLooR oPENINGS
I cuRBS To MATcH sURRoUNDING FLooR coNSTRUcrIoN AND FINISH. SHEET
METAL FLASHING MAY 8E SUBSTITUTED WITH PRIOR APPROVAL OF ARCHI_
I TECT. CURBS,/FLASHING SHALL HAVE WATER-TIGHT SEAL TO FLOOR-
II o. ESCUTCHEoNS: PRovIDE FoR ALL EXPOSED UNINSULATED PIPES
I ANO CONDUITS PASSING THROUGH FINISHEO SURFACES. PLATES TO 8E:
I 1. NICKEL PLATED' SPLIT-RING TYPE, UNLESS OTHERWISE
NOTED. SIZE TO MATCH PIPE.
I 2. DEEP RECESSEO TYPE I'{HERE SLEEVES EXTEND EEYONO
FLOOR OR WALL SURFACE.
II 3. PIPING INSULATION SHALL BUTT NEATLY TO FINISHED SURFACE.
r E. COVER PLATES: pROVIOE COVER PLATES FOR ALL ELECTRICAL
I ourLETS, s14rrcHES oR EQUIeMENT coNTRoLLERS oR INDIcAToRS THAT AREI INSTALLED IN FINISHEo SURFACES TO MATCH ELECTRICAL PLATES AS
SPECIFIED IN DIVISION 16. SCREWS TO MATCH PLATES.
t
I
I FALL LINE couRTyARo ENcLosuRE s8oo39 15050 - 5
T
I
T
I
I
T
I
I
I
I
I
I
I
I
I
I
I
I
PAGE 49
2.09 VENT FLASHING: FLASH ALL PIPES EXTENDING THROUGH ROOF
SURFACES WITH 4 POUND LEAD FLASHING EXTENDING 12 INCHES AWAY FROM
ALL WALLS OF PIPE. FLANGE TO LEAD SLEEVE. EXTENDING UP AROUNO THE
VENT PIPE AND TURNED DOWN INSIDE THE VENT PIPE. VENTS TO EXTEND
14 TNCHES AEOVE FINISHEO ROOF, UNLESS OTHERWISE NOTEO. RUBEER
GROMMET TYPE FLASHING NOT PERMITTED. PRIOR APPROVAL REQUIRED FOR
ALTERNATE FLASHING METHOOS.
2.'1 0 suPPoRTs, PADS, HANGERS: PROVIDE ALL EQUIPMENT SUPPORTS'
PAOS. BASES. ANCHORING ANO ATTACHMENTS, HANGERS, BRACES, ETC. '
REQUIRED FOR EQUIPMENT. COORDINATE EQUIPMENT MOUNTING AND
ATTACHMENT REQUIREMENTS ANO FURNISH ANCHOR EOLTS ANO INSERTS,
MOUNTING TEMPLATES. SLEEVES, ETC., TO OTHER TRAOES REQUIRING
SAME.
A. PIPE HANGERS: PROVIDE PIPE HANGERS COMPATIBLE I^'ITH PIPE
MATERIAL AND CONSTRUCTION. FOR ALL MAINS ANO ERANCHES' CONSISTING
OF:
1. SINGLE RUNS (HORIZONTAL): CLEVIS TYPE CLAMPS WITH
RO0S HANGING FROM STRUCTURE IN APPROVEO MANNER. (GRINNEL OR
CARPENTER AND PETERSON).
2.PARALLELRUNS(HORIZoNTAL):TRAPEZETYPE(RooSAND
STEEL ANGLES OR CHANNELS) OF SUFFICIENT SIZE TO SUPPORT OPERATING
LOADS. PIPES TO BE PERMANENTLY ALIGNED ON TRAPEZE. ALLOW FOR
EXPANSION,/CONTRACTION OF PIPE WITH MOVING SURFACES PROTECTEO FROM
WEAR AND SHIELDEO AGAINST EXPANSION NOISE.
3. VERTICAL RUNS: SUPPoRT AT EACH SIORY HEIGHT AND AT
THE EASE OF EACH STACK. SUPPORTS NOT TO EXCEED 10 FEET O.C.
SUPPORT WITH PIPE CLAMPS ONLY,
4. PIPE SUPPORT SPACING (MAXIMUM):
A- CAST IRON (EXCEPT'NO-HU8")..- -.5'-0" o-c-
B- COPPER .. -6'-0" o.c-
C. STEEL 10'-0" o.c-
D. GLASS, PVC, ETC...PER MANUFACTURER'S RECOMMENDATIONS.
E, NO-HUB...SUPPORT AT EACH JOINT HORIZONTALLY;
VERTICALLY, SUPPORT FROM PIPE ONLY (NEVER FROM JOINT).
5. SUPPORTS AND ANCHoRING METHOOS: PERFORATEO STRAP
OR WIRE IS NOT PERMITTEO FOR PIPE SUPPORT. PROVIDE INSERTS WHERE
THE PIPE IS TO BE SUPPORTED FROM CONCRETE. USE TOGGLE SOLTS IN
CONCRETE BLOCK. PROVIDE PHILLIPS "RED HEAD., EXPANSION BOLTS
(SELF-DRILLING), OR POWOER-ACTUATEO ANCHORS' INSTALL PER
MANUTICTURER'S SPECIFICATIONS GOVERNING MATERIAL AND CONDITIONS
ECOUNTEREO. POWOER-ACTUATEO FASTENERS SHALL NOT BE USEO IN PRE-
I FALL LINE COURTYARD ENCLOSURE s86039 15050 - 6
I
I
I
I
t
I
I
I
I
I
I
I
t
I
I
I
I
I
PAGE 50
CAST CONCRETE WITHOUT APPROVAL. PLASTIC ANCHORS ARE NOT AP-
PROVEO. PIPING MAY BE LAIO ON ROOF OR FLOOR JOIST CHORDS ONLY
WITH PRIOR APPROVAL OF ARCHITECT. USE INSULATING TAPE OR OTHER
APPROVED METHOD OR MATERIAL BETI{EEN DISSIMILAR METALS. USE GROM-
METS FOR ALL PIPE PENETRATIONS OF WOOO
6.INSULATEDPIPE:ISGAUGEGALVANIzE0STEELPRoTEc-
TIVE BANOS. '12 INCHES LONG AROUND INSULATION WITH SUPPORT
ATTACHED AROUNO BANDS. SUPPORTS MAY BE ON PIPE, UNDER INSU_
LATION, WITH ARCHITECT'S APPROVAL.
T.SoLDERINGoRJoININGPIPEToPIPEoRPIPEToSTRUC_
TURE AS A METHOD OF SUPPORT IS NOT PERMITTEO.
B. DUCT SUPPORTS: PER ASHRAE GUIDE AND SMACNA LOW VELOCITY
DUCT MANUAL, LATEST EDITIONS. THE MOST STRINGENT REQUIREMENTS
GOVERN IN CONFLICTS.
2.11 DUCTS: CONSTRUCT STRAIGHT AND SMOOTH WITH NEATLY FINISHED
JOINTS, AIR_TIGHT AND FREE FROM VIBRATION. INTERNAL ENDS OF SLIP
JOINTS SHALL BE MAOE IN THE DIRECTION OF FLOW. CHANGES IN OUCT
DIMENSIONS AND SHAPE SHALL BE GRADUAL AND UNIFORM. CURVED EL-
BOWS, UNLESS OTHERWISE NOTEO, TO HAVE CENTERLINE RAOIUS OF AT
LEAST 1 1/2 TIMES THE DUCT WIDTH. AIR TURNS SHALL 8E INSTALLED
IN ALL ABRUPT ELBOWS AND SHALL BE ARRANGEO TO PERMIT AIR TO MAKE
TURNS WITHOUT APPRECIAELE TURBULENCE AND TO REMAIN QUIET WHEN THE
SYSTEM IS IN OPERATION. CONFIGURATION OF OUCTS AND DUCT HANGERS
SHALL BE AS SHOWN IN TABLE 10, P. 46 ANO TABLE 11, P.47 OF THE
ASHRAE GUIOE AND THE SMACNA LOW VELOCITY OUCT MANUAL' LATEST
EOITION. "DUCT MATE" JOINT METHOD MAY 8E UTILIZED PROVIDED ALL
PORTIONS OF SEAM,/JOINT MATERIALS ARE PROVIOEO BY 'DUCT MAIE' ANO
INSTALLED IN STRICT COMPLIANCE I..IITH MANUFACTURER'S STANDAROS.
2.12 FIRE DAI,IPERS: INSTALL FIRE OAMPERS WHERE INDICATEO ON THE
ORAWINGS. AS REQUIRED 8Y NFPA PAMPHLET NO. 9OA. OR REQUIRED 8Y
LOCAL COOES. PROVIOE A OUCT ACCESS DOOR TO EACH FIRE DAIVIPER AND
SERVICE ACCESS WHEN ARCHITECTURE IS RESTRICTIVE. FURNISH UL
LABELEO FIRE DAMPERS.
2.13 FLEXIBLE CONNECTIOI{S: WHERE DUCT WORK OR PIPING IS CON_
NECTEO TO FANS, AIR HANDLING UNITS, PUMPS, OR OTHER EQUIPMENT
THAT MAY TRANSMIT VIBRATION ALONG THE PIPING OR OUCTWORK' CONNECT
BY MEANS OF A FLEXIBLE CONNECTION CONSTRUCTEO OF FIRE RESISTANT
CANVAS, FLEX PIPING, OR OTHER APPROVED METHOO. CONNECTIONS SHALL
8E SUITABLE FOR PRESSURES DEVELOPEO AT THE POINT OF INSTALLATION.
FLEXIBLE MATERIAL SHALL 8E WATERPROOF FOR WEATHER EXPOSED DUCT*
WORK, SHALL SHOW NO VISIELE STRAIN DURING OPERATING CONDITIONS'
AND SHALL COMPLY WITH CODE REQUIREMENTS- FLEX CONNECTIONS FOR
RANGE EXHAUST SYSTEMS SHALL BE FIRE RATEO.
I FALL LINE couRTYARD ENcLosuRE s86039 15050 - 7
I
t
I
I
I
I
I
t
I
I
I
I
I
I
I
I
I
I
PAGE 5I
2.11 VOLUiIE AND SPLITTER DATIPERS: INSTALL HAND OPERATEO VOLUME
AND SPLITTER DAMPERS PER DRAWINGS. VOLUME OAMPERS SHALL BE
CoNTROLLEO 8Y HEAVY DUTY LOCKING QUAoRANTS MOUNTED OUTSIOE OF THE
DUCT AND SHALL 8E OPPOSED BLADE TYPE OR SINGLE ELADE TYPE AS
NOTED ON ORAWINGS. VOLUME DAMPERS IN DUCTS OVER 12" OEEP SHALL
BE MADE IN TWO SECTIONS. EACH INDEPENDENTLY OPERATEO. SPLITTER
DAMpERS SHALL 8E AT LEAST 1 1/2 TIMES AS LONG AS THE NARROWEST
AOJACENT SPLIT ANO CONTROLLED BY RODS EXTENDING THROUGH DUCT AND
ENOS SWAYED OR BENT TO PREVENT RODS FROM OROPPING INTO OUCT.
QUADRANT OPERATORS TO BE VENTLOCK NO. 635 OR NO. 63?- DAMPERS
MUST BE RATTLE_FREE OURING SYSTEM OPERATION.
2.15 CLEAT{ ING:
A. INTENT: IT IS THE INTENT OF THIS SPECIFICATION TO
REQUIRE THAT ALL WORK, INCLUOING THE INSIOE OF EQUIPMENT, EE LEFT
IN A CLEAN CONDITION WITH ALL DUST, GREASE, AND CONSTRUCTION
DEBRIS REMOVEO.
1. PIPING AND CONNECTING EQUIPMENT TO BE LEFT FREE OF
SEDIMENTS, CORE SAND, GREASE, ETC.
2. DOMESTIC WATER SYSTEMS SHALL BE THOROUGHLY
STERILIZEO I4ITH A SOLUTION CONTAINING NOI LESS THAN 250 PARTS PER
MILLION OF AVAILABLE CHLORINE. THE SOLUTION TO REMAIN IN THE
SYSTEM FOR A MINIMUM OF EIGHT HOURS, DURING WHICH TIME ALL VALVES
AND FAUCETS SHALL SE OPENED AND CLOSEO SEVERAL TIMES. AFTER
STERILIZATION. THE SOLUTION SHALL 8E FLUSHEO OUT COMPLETELY WITH
CLEAN WATER UNTIL RESIDUAL CHLORINE CONTENT OOES NOT EXCEEO 0.2
PARTS PER MILLION.
3. CLEAN ALL EXPOSED SURFACES OF PIPING, DUCTS AND
HANGERS. ETC., SUFFICIENTLY TO RECEIVE PAINT. VACUUM DUCTS AS
REQUIRED FOR DEBRIS REMOVAL.
4.AIRSYSTEMSSHALLNoTBEoPERATED|.IITHoUTFILTERS.
REPLACE THE FILTERS OR CLEAN PERMANENT TYPE FILTERS JUST PRIOR TO
SUESTANTIAL COMPLETION. ALL AIR SYSIEMS SHALL 8E FURNISHED WITH
ONE ADOTTIONAL SET OF FILTERS FOR OWNER REPLACEMENT.
5. REMOVE AND CLEAN ALL SCREENS' INTERCEPTORS'
STRAINERS, ETC., IN PIPING SYSTEMS JUST PRIOR TO SUBSTANTIAL
COMPLETION.
6. CLEAN AND WIPE ORY ALL PLUMBING FIXTURES, EXPOSED
VALVES, FAUCETS, AND PIPING, ETC. THAT ARE EXPOSED JUST PRIOR TO
SUBSTANTIAL COMPLETION. CLEAN ALL EQUIPMENT AND FIXTURES PER
MANUFACTURER'S SPECIFICATIONS TO AVOID SCRATCHING FINISHED SUR-
FACES. LEAVE ALL PLUMBING FIXTURES READY TO USE.
I FALL LINE COURTYARD ENCLOSURE s86039 15050 - I
I
I
r EeurpMENr 3; ^ii'tB-lTI5:+?3"^i?':T::*'31,:[ :i?'ii3-'i]'lll"
t EXPOSED DUCTWORK JUST PRIOR TO SUBSTANTIAL COMPLETION.
I coMpLErro,u';, Ii8l3H8ili: :iFl-^ib".53Y'31:lJ'$3:" I'33'f iiJ':-"'r FINAL AccEprANcE wILL BE THE CLEANLINESS oF ALL ExPosEO SYSTEMS,
- EQUIPMENT, AND EQUIPMENT ROOMS.
I END oF sEcrIoN
I
I
I
I
I
I
I
I
I
I
I
I
I
PAGE 52
I FALL LINE couRTyARo ENcLosuRE s'o039 15050 - I
I PAGE 53I
r
SECTION 15180-_INSULATION :
r
PART 1 . OO--GENERAL
I 1.01 DESCRTPTTON:
A. WORK INCLUDED: THE INSULATION SYSTEM REQUIRED FOR THIS
I woRK MAy INcLUDE, AND IS Nor NEoESsARILY LIMITED To:
I
I AND clncuuli,-l*l!htl'13"i'r'oR3'E:lli [:lr?1"* MAINS' BRAN.HES'
I 2. INSULATING ALL COLD WATER MAINS AS SPECIFICALLY
I NOTED ON ORAWINGS'
I 3. INSULATING ALL SUPPLY AIR AND RETURN AIR SHEET
METAL DUCTS.
II B. RELATED WORK DESCRIBED ELSEWHERE:
1. AIR DISTRIBUTION SYSTEMS: $ECIION 15800'
I 2- PLUMBING SYSTEMS: SECTION 15400.
1-02 QUALITY ASSURANCE:
I sEE sEcrIoN 1so2o,
'ARAcRAPH
1 . 02 -I
I 1.03 SUBMITTALS:
T
SEE SECTION 15010, PARAGRAPH 1.01' 5 A.
r 1-04 PRoJEcr coMPLETToN:
sEE SECTION 15045.
I PART 2,00--PRO0UCTS
r 2-O1 PIPE:
I A. MATERIALS:
1. GENERAL:r
A. INSULATION SHALL BE AS MANUFACTUREO BY ARM-
I STRSNG woRLo INDUSTRIES,'IMCOAFLEX", OR APPROVEg EQUIVALENT-
T INsULATIoN sHALL sE INSTALLEo BY A CONTRACTOR REGULARLY ENGAGED
I FALL LINE couRTYARo ENcLosuRE *86039 15180 - 1
I
I
I
I
I
I
I
t
I
t
I
I
I
I
I
I
I
T
I
I
I
PAGE 54
IN THE APPLICATION OF PIPE, OUCT AND EQUIPMENT INSULATION. ALL
INSULATION SHALL 8E INSTALLEO IN STRICT CONFORMANCE WITH THE
INSULATION MANUFACTURER'S RECOMMENDATIONS.
b. PIPE INSULATION AND COVERINGS ON PIPE USED IN
PLENUM AND SHAFTS SERVING AS SUPPLY OR RETURN AIR DUCTS SHALL
HAVE A FLAME SPREAO RATING NOT EXCEEOING (25) TWENTY FIVE ANO A
sMoKE DEVELOPEO RATING NOT EXCEEDING (50) FIFTY- ALL OTHER PiPE
INSULATION NOT TN ATR PLENUMS OR SHAFTS SHALL HAVE A FLAME SPREAD
RATING NOT EXCEEDING (25) TWENTY FIVE AND SMOKE DEVELOPED RATING
NOT EXCEEDING (450) FOUR HUNDREO FIFTY.
2. PIPING:
A. ALL PIPING IN THE FOLLOWING TABLE SHALL BE
INSULATEO WITH THE INOICATEO THICKNESS AND INSULATION TYPE.
THICKNESSES ARE BASED ON ASHRAE 9O_80.
B TYPES OF INSULATION:
TYPE 1. ARMSTRONG ACCOTHERM, MOLDEO RIGID PHENOLIC FOAM PIPE
INSULATION, ESSENTIALLY CHEMICALLY NEUTRAL, WITH A LAMINATED
ALUMINUM FOIL AND WHITE KRAFT PAPER VAPOR BARRIER JACKET HAVING A
'K"FACTOROFO.23@?5DEGREESF.MEANANDADENSITYOF3.O
LBS.,/CU . FT.
TYPE 2. ARMSTRONG ARMALOK II, MOLOED RIGID URETHANE INSU-
LATION WITH A VAPOR EARRIER JACKET OF ALUMINUM FOIL LAMINATED TO
CHEMICALLY TREATEO KRAFT, HAVING A,,K" FACTOR OF O.16 @ 75 DE-
GREES F. MEAN ANO A DENS I TY OF 3 . O LBS.,/CU . FT.
TYPE 3. ARMSTRoNG ARMAFLEX, FLEXIBLE ELASTOMERIC THERMAL
INSULATION WITH A MAXIMUM WATER VAPOR TRANSMISSION OF 0.17 PER
INCH HAVING A "K" FACTOR OF 0.27 @ 75 DEGREES F. MEAN AND A
DENSITY OF 6.5 L8S./CU. FT.
TYPE 4. GLASS FIBER PIPE INSULATION WITH ASJ TYPE FACTORY
APPLIEO JACKETING WITH A "K" FACTOR NOT EXCEEDING 0.25 @ 75
DEGREES F. MEAN AND A DENSITY OF 3-4 LBS.,/CU. FT.
TYPE 5. IMCOAFLEX, FLEXIBLE POLYETHYLENE THERMAL INSULATION
WITH A MAXIMUM WATER VAPOR TRANSMISSION OF .03 PERMS PER INCH
HAVING A'K" FACTOR OF .24 @ ?5 OEGREES F. MEAN ANO A OENSITY OF
2 LBS. PER CU. FT.
NOTE: OWENS-CORNING FIBERGLASS ASJ,/SSL-II IS CONSIDERED AN
APPROVED EQUIVALENT PIPING INSULATION WHEN INSTALLED WITH THE
THICKNESSES AND TEMPERATURE RATINGS REQUIRED PER THE TAELE AT THE
ENO OF THIS SECTION AND ALL OTHER CRITERIA OF THIS SECTION.
hIORKMANSH I P:
1. PIPE INSULATION-SECTIONAL TYPE:
FALL LINE COURTYARD ENCLOSURE s86039 'l 5180 - 2
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
t
t
PAGE 55
d. ALL PIPE INSULATION SHALL 8E INSTALLED WITH
JOINTS BUTTED FIRMLY TOGETHER. ALL VALVES AND FITTINGS SHALL BE
INSULATED WITH MITEREO SECTIONS OF INSULATION EQUAL IN THERMAL
EFFICIENCY ANO THICKNESS TO THE ADJOINING INSULATION, OR WITH
INSULATING CEMENT EQUAL IN THICKNESS TO THE AOJOINING INSULATION
FoR PIPE slzEs UP 1o 2", oR WITH ..zEsToN.' TYPE, PREMoLDED PVc
FITTINGS INSTALLED IN ACCOROANCE WITH THE MANUFACTURERS iNSTRUC-
TIONS. JACKETS ON PIPE INSULATION MAY BE STAPLED USING OUTI'IARD
CLINCH STAPLES SPACED 3'APART AT LEAST 1/4" IN FROM THE LAP EOGE
oN SYSTEMS OPERATING AT 50 DEGREES F. AND ABOVE; BELOW 50 DEGREES
F. THE LAPS ARE TO BE VAPOR SEALEO USING SELF-SEALING LAP' LAP
SEAL GUN OR ADHESIVE. ALL INSULATION ENDS ARE TO BE TAPERED AND
SEALED REGAROLESS OF SERVICE.
b. ALL INSULATION SHALL BE CONTINUOUS THROUGH
WALL ANO CEILING OPENINGS UNLESS NOTED OTHERWISE ON DR.AWINGS OR
IN THESE SPECIFICATIONS. VAPOR BARRIER JACKETS SHALL BE APPLIED
WITH A CONTINUOUS UNBROKEN VAPOR SEAL, PIPE HANGERS ON COLD
LINES (UNDER 50 DEGREES F.) ARE TO 8E SIZED LARGE ENOUGH TO BE
INSTALLED OVER THE OUTER SURFACE OF THE INSULATION. LOAO OISTRI-
BUTING CORROSION RESISTANT METAL SHIELDS SHALL 8E INSTALLED
AROUNO THE LOWER 1/3 CIRCUMFERENCE OF THE INSULATION. SHIELDS
SHALL BE 12 GAUGE FOR PIPE SIZES 6, AND LARGER; 16 GAUGE FOR
SMALLER SIZES. LENGTH OF SHIELO SHALL AE 12'UP TO 6' IPS, 16"
FOR 6"_12" IPS AND 20" OVER 12" IPS. LOAD BEARING INSERTS ARE
REQUIREO AT SADDLES FOR TYPES 3 & 4 INSULATIONS. oN PIPES 4" IPS
AND LARGER LOAO BEARING INSERT$ ARE REQUIRED AT SADDLES FOR TYPES
1 & 2 INSULATIONS.
2. PIPE INSULATION-SLIP_ON TYPE:
A. ARMSTRONG ARMAFLEX AND IMCOAFLEX INSULATION
SHALL BE SLIPPED ON THE PIPE PRIOR TO CONNECTION WHEREVER
POSSIELE, ANO BUTT JOINTS SHALL BE SEALEO WITH VAPOR BARRIER
AOHESIVE (ARMSTRONG'S 520 OR APPROVED EQUIVALENT) - l"lHERE THE
SLIP-ON TECHNIQUE IS NOT POSSIELE. THE INSULATION SHALL 8E SLIT
AND SNAPPED ON THE PIPE I.IITH THE SEAMS AND BUTT JOINTS SEALED
WITH V.APOR BARRIER ADHESIVE. ALL ELLS ARE TO BE MITEREO OR AS
SPECIFIED IN PARAGRAPH 1A ABOVE.
b. FAERICATE FITTTNG COVERS FROM ARMAFLEX OR
IMCOAFLEX INSULATION ACCORDING TO THE MANUFACTURER'S DIRECTIONS.
ALL JOINTS ANO MITER-CUT PIECES ARE TO BE SEALEO WITH A VAPOR
BARRIER ADHESIVE.
3 . FIN ISHES:
d. EXTERIOR SECTIONAL PIPE INSULATIoN EXPoSED TO
WEATHER SHALL BE COVERED WITH A TACK COAT OF FOSTER 6O-60N, OR
APPROVED EQUIVALENT, A LAYER OF GLASS CLOTH/MESH IMEEDOED IN THE
WET MASTIC AND WHEN ORY, COVERED WITH A SECONO COAT OF MASTIC.
ALUMINUM JACKETING (.010" OR .016") MAY BE USED ON STRAIGHT RUNS
WITH FITTINGS IO MATCH.
FALL LINE COURTYARD ENCLOSURE s86039 15180 - 3
I PAGE 55
I
I b. ARMAFLEX INSULATION EXPOSED TO WEATHER SHALL
I 8E COVERED WITH Ttito COATS OF ARMAFLEX FINISH OR OTHER APPROVED
EQUIVALENT. IMCOAFLEX INSULATION REQUIRES NO COATING EXCEPT AS
I REQUIRED 8Y ARCHITECTURAL FINISH COLOR SPECIFICATIONS.
I 2.oz oucrwoRK
I A. SUPPLY ANO RETURN AIR DUCTWORK (RECTANGULAR):
I
1. RECTANGULAR OUCTWORK SHALL BE INTERNALLY LINED WITH
T OWNENS/CORNING FIBERGLASS AEROFLEX DUCT LINER 1" THICK OR EQUIVA-
I LENT. THE DUCT LINER SHALL BE AoHERED TO THE SHEET METAL WITH
- 100* covERAcE oF ADHESIVE. PINS SHALL BE url LILED hJHEN,/AS RE-
r QUIRED By SMACNA STANDAROS. EVAPORATIVELY COOLED AIR DUCT SYS-
I rEMs sHALL BE l.lRAppED wrrH 1" THIcK FIBERGLASS BLANKET' FoILr EXTERIOR (FIRE & SMOKE RATED 25/50), VAPOR TI6HT SEAMS, PINNED
PER MANUFACTURER'S RECOMMENDATIONS, U FACTOR MAXIMUM OF 0.24.
I 2. DIMENSIONS INOICAIED ON DRAWINGS ARE NET,/CLEAR FREE
AREA.
I B- SUPPLY AIR oucrwoRK (RouNo): 1" THIcK FIBERGLASS
BLANKET WITH ALUMINUM FOIL EXTERIOR. VAPORTIGHI SEAMS. U FACTOR
MAXIMUM OF 0.24.
T
PART 3. OO--EXECUTION
r 3.Oz
I 1. IF cURRENT ENERGY coDE REQUIREMENTS ARE MORE STRIN-
I GENT THAN INSULATTON VALUES SHOWN A8OVE, THE MORE STRINGENT
I REQUIREMENTS SHALL BE MET.I
2. EASIS FOR INSULATION REQUIREMENTS SHALL BE THE
I LATEST EoITIoNS oF ASHRAE srANoARos.
I
15180 - 4
I 3-o1 sEE sEcrIoN 1soao, pARAeRApH 1.04
3. DUCTWORK ANO PIPING NOT INSULATED WILL BE SPECI-
f FICALLY NOTED ON ORAWINGS.r
I
I
t
I FALL LINE couRTyARo ENcLosuRE *Bo03s
I
t
I
I
SYSTEM
PIPE SIZE,/INSULATION TH ICKNESS
TEMP. XRUNOUTS 1"ANO
RANGE ( F) UP TO 2' LESS
PAGE 57
1 1/4-2" TYPE OF
INSULAT ION
MP.
124-2AO
ATER 56-79
NTAL STORM ANY
TS TO INDIVIDUAL TERM
ESS IN PARENTHESIS O
OR BETTER. PCPIPE SIZ
LOW TE
WATER
COLD W
HOR I ZO
XRUNOU
TH ICKN
FACTOR
SYSTEM
I
I
I
I
I
I
0.5 1.0(.?5) 1.0(.75) 1'?,4'5
0.3?5 0.3?5 0.375 3,5
1.0(.75) 1,2,4,s
INAL UNITS NOT EXCEEDING 12' IN LENGTH
FOR URETHANE INSULATION OF 0,16K
E,/INSULATION TH ICKNESS
PIPE SIZE,/INSULATION THICKNESS
TEMP. 2 1/2-4" 5" & 6" 8' AND TYPE OF
RANGE( F) ABOVE INSULATION
I
HoRIzoNTAL SroRM ANY
I ;li;5H'3; JLil[:-'HESIS
I
I
I
I
I
I
I FALLINE couRrYARo ENcLoslr
1.0(.?s) 1.0(.?5) 1.5(1.0) 1'2'4,5
O FOR URETHANE INSULATION OF 0.16K
END OF SECTION
RE S86039 15180 - 5
I PAGE 58
I
SECTION 15400--PLUMEING:
I
PART 1.OO--GENERAL
I 1.01 DESCRIPTION:I
A.woRKINCLUDED:THEPLUMBINGSYSTEMREQUIREDFoRTHIS
I woRK INcLuDES, BUT Is Nor NEcESSARILY LIMITED To:
I
1. ALL COLD WATER OISTRIBUTION.
I 2. DOMESTIC HOT I,IATER DISTRIBUTION.
3. ALL PLUMBING hIASTES AND VENTS.
r a. FLooR DRAINAGE.
5. GAS (NATURAL) DISTRIBUTION SYSTEM.
T
5. ROOF AND AREA DRAINAGE.
I 7. UTILITY SERVICES-
T B. ALL OTHER PLUMEING ITEMS INDICATEO ON THE DRAWINGS,I SPEcIFIED HEREIN, oR NEEDED FoR A COMPLETE AND PROPER PLUMBING
INSTALLATION IN ACCOROANCE WITH ALL PERTINENT COOES AND REGULA-I rroNs.I
1.O2 QUALITY ASSURANCE:
I sEE SECTION 1s020.
- 1-03 SUBI,IITTALS:
Ir' sEE sEcrIoN 15010-
I 1-04 PRoJEcr coMPLETToN:I
SEE SECTION 15045.
I PART 2. OO-_PRODUCTS
I 2.01 PIPING:I
A. solL, wAsTE, VENT AND RooF DRAINAGE PIPING: UNDER SLAB
I ANo To 5 LF BEyoND BUIL0ING FooTPRINT:
t
1 . MATERIAL:
FALL LINE COURTYARD ENCLOSURE *86039
T
t 15400 - 1
T
PAGE 59
I
A. BELOW GRAOE: 2 INCH SIZE MINIMUM' 'SPUN",
I STANDARD WEIGHT CAST IRON MECHANICAL SLIP JOINT PIPE ANo FIT-
I TINGS EXcEPT AS SPEcIFIoALLY NOTEO ON DRAWINGS. BACKFILL WITH
SAND TO 6INCH DEPTH OVER PIPE. "NO-HUB" PERMITTED BELOW SLAB OR
T GRAOE ONLY WHEN CAST IRON TYPE COUPLINGS SUCH AS "MG" BRAND OR
I HEAVy DUTy coupLINGs sucH As 'cLAMPALL" ARE usED wHIcH MEET ALLI COOE ANO REGULATION REQUIREMENTS INCLUDING LOCAL REVISION AND
ICBO LISTING.
I B. ABOVE GRADE: 2 INCH SIZE AND SMALLER'
SCHEDULE 40 GALVANIZED STEEL PIPE WITH SCREWED ENOS, CAST IRON
I DRAINAGE PATTERN FITTINGS EXCEPT AS SPECIFICALLY NOTED ON
I DRAWINGS. ALTERNATE: COPPER DRAINAGE TUBE TYPE OWV WITH CAST
BRASS SOLDER JOINT DRAINAGE FITTINGS. USE ADAPTORS AT GRADE
r CoNNECTIONS TO CAST IRON PIPE. ALTERNATE: "NO-HUB" SERVICE
I WEIGHT CAST IRON PIPE AND FITTINGS, 4 INCH MAXIMUM SIZE.
2. JOINTS:
I A. MECHANICAL: SLIP FIT I.JITH LUBRICANT AND COM_
PRESSION TOOL, FLEX RING TO CONFORM TO ASTM C-564.
I B- SOLDER: 5O/5O OVER FLUXED PIPE AND FITTINGS'
C' NO-HUB: CORROSION RESISTANT CLAMP ASSEMBLY
I ovER FLEX SE.ALING SLEEvE coNFoRMING To ASTM c-564.
I
T 1. MATERIAL: (BELON GRADE ONLY) 4 INCH MINIMUM SIZE'
T 5IANoARD wEIGHT CAST IRoN wITH COUPLINGS LISTED FOR UNDERGROUND
APPLICATION AS PER PARAGRAPH A ABOVE. PVCIDWV EQUIVALENT TO
I LOCAL WATER AND SANITATION DISTRICT STANOARDS' PIPING ROUTED
T uNDER VEHIcLE TRAFFic AREAS MUST RECEIVE SPECIAL ATTENTION TOr BEooING IN coNFoRMANcE ttITH pIpE MANUFAcTURER's REcoMMENOATIONS.
I 2. JOINTS: MECHANICALLY OR CHEMICALLY FUSED POINTS
I usrNG AppRovED MEcHANIcAL JoTNING METHoos oR coMPATIBLE GLUE,/MAS-
TIC PER MANUFACTURER'S RECOMMENOATIONS.
I c. Hor ANo coLD wATER-uNoERGRouND:
1. 2" SIZE AND SMALLER:
A- MATERIAL: TYPE'K" SOFT ORAl'lN COPPER'
I B. soIL, wASrE, sroRM' AND AREA DRAINAGE sLF BEYoND
I AUILDING FOOTPRINT OR SLAB:
I
I
I
I FALL LINE couRTyARD ENcLosuRE s86039 15400 - 2
I PAGE 60
T
8. JoINTS: MINIMUM NUMBER OF BRAZEO JOINTS; REAM
I TO FULL DIAMETER, APPLY FLUX TO PIPE ENO ON PIPE SMALLER THAN 1
I 1./2" AND To PIPE AND FITTINGS oN stzEs ovER 11/2'' ERAzE AT 800r olonees F. MTNIMUM. ALTERNATE JoINING METHoD: coMPRESSIoN; FLARE
PIPE TO INSIOE OIAMETER OF COMPRESSION NUT WITH PROPER FLARING
I TOOLS.
I
C- FITTINGS: hIROUGHT COPPER OR COMPRESSION'
I c. Hor AND coLD wATER ABovE GRoUND:
l.MATERIAL:TYPE"L"HARO-DRAWNCoPPERTUBING'TYPE
I .M" HARD-oRAwN coppER TUBTNG MAy BE usEo wITHIN RESIDENTIAL UNITS
DOWNSTREAM OF MAIN SUPPLY SERVICE VALVE AT UNIT.
I 2. JOINT5: REAM TO FULL DIAMETER. APPLY FLUX TO PIPE
I ON pIpE SMALLER THAN 1 1,/Z" AND TO PIPE AND FITTINGS ON SIZES
ovER 1 1/2" - USE 60/40 SOLO€R AND APPROPRIATE HEAT-
I3.FITTINGS:l2SPSISOLoERJOINTCOPPERORBRASS
FITTINGS OR AOAPTORS. USE INSULATING UNIONS AT ALL CONNECTIONS
I BETWEEN STEEL, BRASS, BRONZE. IRON, AND COPPER PIPE.
I
N EQUIPMENT DRAINS:II 1- MATERIAL: TYPE "M' HARo-DRAWN coPPER wITH TEE AND
REMOVAELE PLUG AT EVERY CHANGE IN DiRECTION.
I E. NATURAL GAS PIPING: MATERIAL, COATINGS, IDENTIFICATION,
JOINING AND SUPPORT METHOO PER REQUIREMENTS OF LOCAL GAS UTILITY.
2.O2 VALVES AND PIPING SPECIALTIES:
I A. VALVES: SHALL BE WALWORTH, CRANE. STOCKHAM. KENNEDY.
I REo & wHrrE, HAMMoND oR JENKINS, IN AccoRDANcE 14 ITH THE FoLLowING
SCHEDULE. EXCEPT AS OTHERWISE NOTEO:
I 1. COPPER PIPE:
A- GATE VALVE: BRONZE' WEDGE DISC' TAPEREO SEAT'
I RISING srEM, scREt,lEo BoNNET, 125 LB- s-t,l.P-, 2oo LB- t,l.o.G',r HAMMoND No. 1B-63s
I B. GLoBE vALVE: BRoNZE' t.l-o-G. DISc' RISING
I STEM, SCREWEO BoNNEI , 125 LB. S.W.P., 200 L8. W.O-G., HAMMONo NO.
1B-44 0 .
I C. CHECK VALVE: ERONZE, W'O'G' RENEWABLE DISO'
15 OEGREE SWING CHECK, Y PATTERN, HAMMOND NO. 1B-941.
FALL LINE COURTYARD ENCLOSURE S86039
I
I 15400 - 3
I
I
I
I
I
I
I
I
I
I
t
I
I
I
I
I
t
I
I
PAGE 61
O. BALL VALVE: ERONZE' TEFLON SEAT' CHROME OR
SILICON PLATED FULL FLOW BALL. HAMMOND NO. 806.
E. SILENT CHECK VALVE: WILLIAMS.HAG€R.
2. FERROUS PIPE:
A- GATE VALVE 2" ANO SMALLER: IRON BODY BRONZE
MOUNTEO, SOLID l,lEDGE, RISING STEM, SCREWED' 150 LB' S'W'P' ' 225
L8. W.O.G-, WALWORTH *7 11.
B. GLOBE VALVE 2" AND SMALLER: IRON EODY BRONZE
MOUNTEO, SEMI-PLUG DISC AND SEAT, RISING STEM, UNION BONNET,
WALWORTH *235, S.W-P., 250 LB- W.O.G.
C. CHECK VALVE 2' ANO SMALLER: ALL IRON' SWING
cHECK, 250 LB- N.O.G., WALWORTH #904.
3. REFER TO SYMBOL LEGENOS ON DRAWINGS FOR TYPE.
B, PIPING SPECIALTIES AND ACCESSORIES:
1- AUTOMATIC AIR VENT: ARMSTRoNG S21AR OR 21G WITH
1/4" COPPER TUBING TO NEAREST DRAIN POINT.
2. MANUAL AIR VENT: CRANE NO' ?02 coCK'
3. DRAIN VALVES: CRANE NO' 451 (1" FoR LINES To 5"'
4.STRAINER:CASTBRONZE,WYEPATTERN'WALWoRTHS3699
1/2 OR I RON EODY l^lYE PATTERN, CRANE NO. 989 't/2. PROVIOE BLOt',J-
OFF FOR EACH STRAINER PIPED TO NEAREST FLOOR DRAIN.
5. TEST WELL: TEMPERATURE ANO PRESSURE TEST PLUG;
PETERSON BRAND. Z VALVE CORE. PROVIOE ONE BIMETAL DIAL THERMOME-
TER O TO 220 DEGREE RANGE AND ONE 1/4" N.P.T., [,,ITTH PRESSURE
GAUGE ADAPTER (DAVIS ANO DAVIS OF DENVER' MANUFACTURER'S
REPRESENTATIVE). PROVIDE ONE PRESSURE GAUGE PER PARAGRAPH 6 EELOW
(O-1OO PSIG). THERMOMETER PROBE TO FIT TEST PLUG.
6. PRESSURE GAUGE: MARSHALLTOWN .PERMAGAGE" OR TRE-
RICE NO. sOOX.4 1/2" DIAL, t4 ITH CRANE NO. 88 NEEDLE VALVE FOR
EACH GAUGE, PLUS SYPHON FOR EACH STEAM GAUGE. DIAL RANGE AS
NOTED ON ORAWINGS. WEKSLER, O.A.E. PERMANENTLY MOUNT GAUGES AS
INDICATED ON ORAWINGS.
7 - THERMOMETERS: I INCH SCALE' RE0 MERCURY-FILLED
COLUMN, EXPANSION HEAOS TO PROTECT AGAINST EXTREME HEAT, SEPAR-
ABLE SOCKET WELL, STEMS AS REQUIRED FOR EASE IN READING FROM
FLOOR. MARSHALLTO|IN, TRERICE. WEKSLER. OURO, O'A.E.
15400 - 4FALL LINE COURTYARD ENCLOSURE $86039
I
I
I
I
I
I
I
I
I
I
I
I
I
t
I
I
I
I
I
8. UNIONS. 2 1/2" ANO
AND LAR6ER, FLANGE UNIONS.
9. EXPANSION JOINTS:
SLIP GUIDES AND ANCHORS AS SHOI^IN
FIEO ON ORAWINGS.
PAGE 62
SMALLER, GROUND JOINT TYPE; 3.
C & H "FLEXONICS" O.A.E- WITH
ON DRAWINGS. ALTERNATE: SPECI-
2-O3 PLUI,|BING FIXTURES AND TRIf'l:
A.GENERAL:EACHFIXTURESHALLHAVEASHUI_OFFVALVEAT
THE FIXTURE AOJUSTEO TO PREVENT EXCESSIVE FLOWS. SUPPLIES SHALL
BE BROUGHT FROM THE I,'IALL WHEREVER POSSIELE. INSTALL ALL FIXTURES
coMpLErE WIrH ALL REQUIREO WATER, WASTE AND VENT CONNECTIONS'
FITTINGS, TRIM, SUPPORTS, FAUCETS, VALVES AND TRAPS. ALL EXPOSED
FAUCETS, FITTINGS, PIPE, TRIM, ESCUTCHEONS, ETC. AT FIXTURES
SHALL 8E CHROME-PLATED 8RASS, UNLESS OTHERWISE NOTED OR SPECI_
FIEO. ALL FAUCETS SHALL HAVE RENEI4ABLE UNITS, SEAT AND EARREL.
B.FIXTURELIST:PLUMBINGFIXTURESARESPECIFIEDoNTHE
oRAWINGS. SEE SECTION 15010 FOR SUESTITUTIONS AND EQUIPMENT LIST
SUBMITTALS. EQUIVALENT FIXTURES BY AMERICAN STANDARO, KOHLER,
AND ELJER DO NOT REQUTRE APPROVAL TO BID.
C. PIPE SIZES: INSTALL MAINS OF THE SIZES SHOt'lN ON THE
oRAWINGS. PIPING CONNECTIONS TO FIXTURES (BRANCHES) SHALL 8E AS
FOLLOI4S. UNLESS OTHERWISE NOTED:
FIXTURE
SERVICE SINK 3"
WATER CLOSET. F.V. 4"
s9J!lua9rs vgNr TRAP HOT COLD
LAVS
URINALS, F.V.
SHOWERS
D. PLUMBING
ZURN AND SMITH DO
1 1/2"
2"
2"
ACCESSOR I ES :
NOT REQUIRE
2" 1"
1 1/2" 1 1/2" 1/2" 1/2',
1 't /2" 2" 3/4"
11/2" 2" 1/2" 1/2"
(EQUIVALENT ACCESSORIES BY JOSAM,
APPROVAL TO 8IO.)
-I . CLEANOUTS:
A. PROVIDE SCREWEO BRASS CLEANOUTS IN ALL HORI_
ZONTAL PIPING EELOW FLOORS AT INTERVALS NOT TO EXCEED 1OO FEET'
AS INOICATED ON DRAWINGS; AS REQUIRED BY CODE.
B. PROVIOE CLEANOUT AT BASE OF EACH VERTICAL
SOIL, WASTE, VENT OR RAINWATER STACK. CLEANOUT WITH POLISHED
BRASS COVER FLUSH TO SURFACE. USE ZURN NO, Z-1460-9 COVER FOR
hIALLS AND ZURN NO. Z-1455-7 COVER FOR FLOORS.
2- SHOCK ABSORBERS: ZURN SHOKTROL SERIES 1700' SIZE
AND LOCATION AS INDICATEO ON THE PLUMBING PLANS.
FALL LINE COURTYARD ENCLOSURE s86039 15400 - 5
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PAGE 63
3. FLOOR DRAINS: UNLESS OTHERWISE NOTED, ZURN No' 41s
COATED CAST IRON FLOOR DRAIN, TWO PIECE BOOY, BOTTOM OUTLET
INSIDE CAULK CONNECTION. ADJUSTABLE NICKEL-BRONZE ROUND SUPER-FLO
STRAINER, EXCEPT TILE FLOORS USE SQUARE STRAINER.
4. AREA DRAIN:AS NOTED ON DRAWINGS
2.O1 ACCESS PLATES: ACCESS PLATES SHALL 8E PRIME-COATEO STEEL
FOR PAINTED WALLS AND SHALL BE EQUIPPED WITH ALLEN KEY LOCKING
DEVICE. ALL OTHER ACCESS PLATES AND PANELS SHALL BE APPROVEO 8Y
ARCHITECT PRIOR TO INSTALLATION.
2.O5 OTHER T'ATERIALS: ALL OTHER MATERIALS, NOI SPECIFICALLY
DESCRIBED, BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION,
SHALL 8E NEIiI , FIRST QUALITY FOR THEIR RESPECTIVE KINDS' SUSJECT
TO THE APPROVAL OF THE ARCHITECT, AND INCLUDED IN THE BASE CON-
TRACT.
PART 3. OO__EXECUTION
3.01 SEE SECTION 15020, PARAGRAPH 1 .04.
3.O2 PLUiIBING SYSTEM LAYOUT:
A. GENERAL:
I.LAYoUTTHEPLUMBINGSYSTEMINCAREFULcooRDINATIoN
h,I ITH THE DRAWINGS, DETERMINING PROPER ELEVATIONS FOR ALL COM-
PONENTS OF THE SYSTEM ANO USING ONLY THE MINIMUM NUMBER OF FIT_
TINGS TO PROOUCE A SATISFACTORILY FUNCTIONING SYSTEM.
2-FOLLOI"TTHEGENERALLAYOUTSHOWNONTHEORAWINGSIN
ALL CASES EXCEPT AS REQUIRED TO COORDTNATE AVAILAELE SPACE WITH
OTHER TRADES.
B. ENCLOSURE OF PIPES: EXCEPT WHERE SPECIFICALLY PERMITTED
BY THE ARCHITECT, LAYOUT ALL PIPES TO FALL WITHIN PARTITION,
CEILING, OR ROOF CAVITIES. FURRING OTHER THAN THAT SHOWN ON THE
DRAWINGS IS NOT PERMITTED WITHOUT PRIOR ARCHITECTURAL APPROVAL-
3.03 TRENCHINS ANO EACKFILLING: PERFORM ALL TRENCHING AND BACK_
FILLING ASSOCIATEO WITH THE PLUMBING INSTALLATION IN STRICT
ACCORDANCE WITH ALL PERTINENT PROVISIONS OF SECTION O22OO OF
THESE SPECIFICATIONS.
FALL LINE COURTYARD ENCLOSURE f86039 15400 - 6
I
I
I
I
I
I
I
I
t
I
I
I
I
I
I
I
I
I
I
PAGE 64
3.04 INSTALLATION OF PIPING AND EQUIPMENT:
A. GENERAL:
1. INSTALL ALL PIPING TO CONSTANT SLOPE OR GENERALLY
LEVEL AND PLUMB AS REQUIREO BY USAGE ANO HEREIN, FREE FROM TRAPS,
AND IN A MANNER TO CONSERVE SPACE FOR OTHER I'IORK.
2.PRoVIDEUNIFoRMPITCHoFATLE^9T1/4INCHPERFooT
FOR 3" AND SMALLER. 'I/8'' PER FOOT FOR 4" AND LARGER FOR ALL
HORIZONTAL WASTE, SOIL, ANO ROOF DRAINAGE PIPING WITHIN THE
BUILOiNG; PITCH ALL VENTS FOR PROPER DRAINAGE; INSTALL VENT
PIPING WITH EACH BEND 45 DEGREES MINIMUM FROM THE HORIZONTAL
WHEREVER STRUCTURAL CONDITIONS hIILL PERMIT.
3. CUSHION ALL TRAPS ANO EEARING POINTS TO MINIMIZE
TRANSFER OF SOUND; PROVIDE COMPLETE ISOLATION OF DISSIMILAR METALS
WITH OIELECTRIC UNIONS; ANCHOR PIPING ANO INSTALL EXPANSION
GUIOES TO PROVIDE FOR UNIFORM THERMAL MOVEMENT OF PIPE WITHOUT
EXCESSIVE STRESS OR NOISE AND TO PROTECT SYSTEM INTEGRITY FROM
EXCESSIVE PRESSURE ANO WATER HAMMER.
4. INSPECT EACH PIECE OF PiPE' TUBING, FITTINGS AND
EQUIPMENT FOR DEFECTS AND OBSTRUCTIONS; PROMPTLY REMOVE ALL
DEFECTIVE MATERIAL FROM THE JOB SITE.
5. INSTALL PIPES TO CLEAR ALL BEAMS AND OBSTRUCTIONS;
DO NOT CUT INTO OR REOUCE THE SIZE OF LOAD CARRYING MEMBERS
WITHOUT THE APPROVAL OF THE ARCHITECT.
8. JOINTS AND CONNECTIONS:
1. SMOOTHLY REAM ALL CUT PIPE; CUT ALL THREADS
STRAIGHT AND TRUE; APPLY BEST QUALITY TEFLON TAPE TO MALE PIPE
THREADS; USE GRAPHITE ON ALL CLEANOUT PLUGS.
2.COMPRESSION-TYPENEOPRENEJOINTSFORI^,ASTEPIPING
ARE PREFERREO AS SPECIFIED HEREIN.
3.MAKEALLJoINTSINcoPPERTUBEWITHSoLoERAPPLIED
IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
USE 60,/40 TIN-LEAO OR SIMILAR ON ALL ABOVE GRAOE COPPER PIPING.
SILVER SOLDER (BRAZEO) JOINTS ON ALL EELOW GRADE COPPER PIPING.
3.05 STERILIZATION OF PIPES:
SEE SECTION 15050.
3.06 CLOSING IN UNINSPECTED IIORK:
SEE SECTION 15045
FALL LINE COURTYARO ENCLOSURE s86039 't5400 - 7
I
I
I ''o' ,lI::::;.-" 15042AND 1s043.
I 3-08 .LEANTNG:
9EE SECTION 1 505O , PARAGRAPH 2 .15 .
I
ENo oF sEcrIoN
I
I
I
t
I
I
I
t
t
I
t
I
I FALL LINE couRTyARD ENcLosuRE s8o03e
PAGE 55
I
15400 - I
I PAGE 55
I
SECTION 15600--POWER OR HEAT GENERATION:
II PART 1 . OO--GENERAL
I 1.01 DESCRIPTION:r
A. WORK INCLUDED: THE HEAT GENERATION SYSTEMS REQUIRED FOR
I THIS woRK MAy INcLUDE, BUT ARE NoT NEcESSARILY LIMITED To:
I
1. GAS FIRED MAKE_UP AIR UNITS WITH HEAT EXCHANGERS.
2. ALL OTHER ITEMS INOICATED ON THE DRAWINGS, SPECI-
FIED HEREIN. OR NEEDED FOR A COMPLETE AND PROPER HEATING INSTALLATION IN ACC
I B- RELATEo woRK oEScRIEEo ELSEWHERE:
I
1 . PLUMBING: SECTION 15400
2. INSULATION: SECTION 'l 5180
I 1.O2 QUALITY ASSURANCE:
SEE SECT ION 1 5O2O .
I
1-03 SUBI,IITTALS:
I SEE SECTION 15010.
I 1 . O'1 PROJECT COMPLETION:
I SEE SECTION 15045.
I
PART 2. OO--PRODUCTS
r 2.O1 HEAT EXCHANGER:
I A. FURNISH ANO INSTALL A HEAT EXCHANGER INTEGRAL NITH AIR
I HANDLING uNrrs AS spEcIFIEo AND sHot^tN oN THE MEcHANICAL DR.AWINGS.
PART 3. OO--EXECUTION
r 3.01 suRFAcE coNDrrIoNS:
I sEE sEcrIoN 15020, PARAGRAPH 1 .04 -
I
I
t
I FALL LINE couRTyARD ENcLosuRE $8603e 15600 - 1
PAGE 67I
t
I
3.02 PLUI'IBING SYSTEM LAYOUT:
SEE SECTION 15400, PARAGRAPH 3.02.
I 3-03 TRENcHTNG AND BAcKFILLING:I
SEE SECTION 15400, PARAGRAPH 3.03.
I 3.04 INSTALLATION OF EQUIPMENT AND ASSOCIATED PIPING:
I A. GENERAL:
1. GAS_FIRED AIR HANDLING UNITS SHALL BE INSTALLED AS
I sHot,lN oN pLANs, LEvEL AND PLUMB wITH ADJAcENT wALLS'r
2. ALL CONNECTING PIPING TO EQUIPMENT SHALL BE INSTAL_
I LEo IN MECHANICAL SPACE To PRoVIOE AOEQUATE HEAD CLEARANCE UNDER
I PIPING ANo RooM ARoUND EQUIPMENT FOR SERVICE. PIPING IN CEILING
SPACES SHALL BE INSTALLED IN COORDINATION WTTH ALL OTHER TRAOES.
r 3- REFER ALSO TO SECTION 15400.
r 3-o5 CLOSING IN UNINSPECTEO WORK:I
SEE SECTION 15045.
r 3.06 TESTING:
I sEE sEcrIoNS 1s042 AND 15043.
3.0? CLEANING:
Ir sEE sEcrIoN 15050, PARAGRAPH 2-15-
END OF SECTION
't5600 - 2FALL LINE COURTYARD ENCLOSURE S86039
I
I
I
I
I
I
I
I PAGE 68
I
I
SECTION'I58OO-_AIR DISTRIBUTiON :
I
PART 1 . OO__GENERAL
I 1.01 DESCRIPTToN:
A. WORK INCLUDED: THE AIR DISTRIBUTION SYSTEM REQUIRED FOR
I rHIS woRK INCLUDES, BUT Is Nor NECESSARILY LIMITEo To:
,I . FANS AND VENTI LATORS.
2. oucTwoRK-
3. FLEXIBLE DUCTWORK.
I 4. oucr A..ESS.RIES:
'AMPER''
.RAVITY BA.K DRAFT
I DAMPERS, FIRE DAMPERS, TURNING VANES' ETC.
I 5. GRILLE', REGISTERS ANo DIFFU'ERS-
I 6. ALL OTHER AIR OISTRIBUTION ITEMS INDICATEO ON THE
I DRAwINGS, SPEcIFIEo HEREIN, OR NEEOEo FoR A COMPLETE AND PRoPER
MECI-IANICAL INSTALLATION IN ACCORDANCE WITH ALL PERTINENT CODES
- AND REGULATIONS'
Ir I . RELATED l"loRK DESCRIBEo ELSEWHERE:
1. INSULATION: SECTION 15180
I
I 1.02 QUALITY ASSURANCE:
I
SEE SECTION 15020.
r 1-03 SUBitrrrALS:
sEE SECTION 15010 -
T
I 1.0/O PROJECT COMPLETION:
I
SEE SECTION 15045.
I
PART 2. OO-_PROOUCTS
I 2.O1 FANS:
FALL LINE COURTYARD ENCLOSURE $86039
T
I 15800 - 1
I
I
I
I
T
I
I
I
T
I
I
I
I
I
I
I
I
T
T
PAGE 69
A.FURNISHANoINSTALLFANSASSHowNANDSPECIFIE0oNTHE
DRAWINGS. EACH FAN SHALL 8E FURNISHED WITH FACTORY VIERATION
ISOLATORS, STARTERS AND OISCONNECT SWITCHES, AND CONTROLLEO AS
SHOWN ON THE ORAWINGS OR DESCRIBED HEREIN.
2.02 DUCTWORK:
A. MATERIAL:
1. LOW VELOCITY DUCTWORK:
A- RIGID DUCT MATERIAL: ZINC-CoATED SHEET STEEL
OF THICKNESSES LISTED IN ASHR.AE GUIDE AND DATA BOOK, EQUIPMENT,
LATEST EDITION.
B. FLEX DUCT MATERIAL: OWENS,/CORNING UL CLASS
AIRDUoTRATEoFLEX,o.A.E.(MAXIMUMLENGTHs'*0..uNLEsSRE_
STRICTED 8Y LOCAL CODE.)
C. WORKMANSH I P:
SPECIFIED IN SECTION 15010:
IN ADOITION TO THE REQUIREMENTS
(1) JoINTS: METAL To METAL SLIP JoINTS (RoUND
DUCT) SHALL NOT BE USED WITHOUT PRIOR APPROVAL OF THE ENGINEER.
hIHEN APPROVED, JOINTS SHALL HAVE MINIMUM OF ONE METAL SCREI'I PER
10" OF CIRCUMFERENCE AND SHALL BE TAPEO.
ALL OTHER METAL JOINTS SHALL BE PER SMACNA STANDARDS. JOINTS ON
EXPOSEB DUCTWORK SHALL HAVE NO SHARP CORNERS OR EDGES. "DUCT
MATE. JOINTS ARE AN APPROVED JOINING METHOO'
(2) DUCT LAYOUT:
ALL FITTINGS AND DUCTWORK.
METAL DUCT SHALL BE USED FOR
(3) STANDARDS: ASHRAE AND SMACNA. MANUALS AND
ASSOCIATED LITERATURE AVAILABLE FOR REFERENCE AT ENGINEER'S OFFICE-
NOTE PARTICULARLY 1985 UNIFORM MECHANICAL CODE SPECIFICATIONS FOR
RANGE HOOD OUCTWORK BASED ON CLASS OF HOOO.
(4) FLEX DUCT SHALL BE SUPPORTED FROM STRUCTURE
AOEQUATELY TO AVOIO UNNECESSARY EENDS OR SAGS. MINIMV\{ 3/4"
EANDS SHALL BE USED (WIRE SUPPORT NOT APPROVED).
2.03 OUCT ACCESSORIES:
A. FURNISH AND INSTALL THE FOLLOWING ACCESSORIES WHERE
SHOWN ON THE ORAWINGS:
1. OUTSIOE AIR MANUAL OR MOTORIZED OAMPERS SHALL 8E
LOUVERS & OAMPERS, INC. OR EQUIVALENT. ELADES SHALL HAVE POLY-
FOAM SEALS PERMANENTLY ATTACHED. CERTIFIED LEAKAGE RATE SHALL BE
LESS THAN 6 SCFM PER SQUARE FOOT @ 1" W.G. PRESSURE OIFFERENTIAL.
FALL LINE COURTYARO ENCLOSURE s86039 't5800 - 2
PAGE 70
I
I
T 2. ALL NON-OUTSIDE AIR DAMPERS NOTEO AS OPPOSED BLADE
I SHALL BE Lol.l LEAKAGE TYPE I4ITH cERTIFIED LEAKAGE RATE$ LESS THAN
6SCFMPERSQUAREFooToI"t4.G.PRESSUREDIFFERENIIAL.
I 3. BAcK oRAFT oAMpERS SHALL BE RUSKIN TypE Bo2/A1, o.A.E.t
4. TURNING VANES SHALL 8E PREASSEMBLEO OR CONTRACTOR
I FABRICATED IN ACCORDANCE WITH SMACNA MANUAL STANDARDS AND TO
t ENGINEER's APPRoVAL.
I 5. ALL DAMPERS Nor NorED As oPPosED BLADE sHALL BE
I PARALLEL BLAOE OR SINGLE BLADE AS NECESSARY.
I 2-o1 cRrLLEs, REGTSTERS AND DIFFUSERS:
I A' FURNISH AND INSTALL GRILLES, REGISTERS ANO DIFFUSERS AS
I SPEcIFIED AND sHowN oN oRAwINGS.
I
I PART 3.OO-_EXECUTION
I 3-01 SURFACE CONDITIONS:
I sEE sEcrIoN 15020,
'ARAGRA'H
1 - 04 -
I 3-O2 DUCT SYSTEM LAYOUT:
I A. GENERAL:
I t - LAyour rHE AIR DI'TRIBUTI'N sYsrEM IN .AREFUL
I COORDTNATION WtTH THE DRAWINGS, OETERMINING PROPER ELEVATIONS FOR
I ALL coMPoNENTs oF THE SYSTEM AND USING ONLY THE MINIMUM NUMBER OFI ELLS ANo rRANsrrroNS To pRoDUcE A SATISFAcToRILY FUNCTIoNING
SYSTEM.
I 2. FoLLow THE GENERAL LAYoUT sHOIi,N ON THE DRAWiNGS.
COORDINATE WITH ALL TRAOES SUFFICIENTLY IN AOVANCE OF INSTALLA-
I TION TO AVOID REWORK. ERING CONFLICTS TO ARCHITECT'S ATTENTION
I IN sUFFIcIENT TIME To AvoID DELAY IN woRK PRoGRESS-
I 3.03 INSTALLATION OF EQUIPMENT:r
A. GENERAL:II t. INSTALL FANS As sHowN oN DRANINGS AND IN srRrcr
ACCOROANCE WITH MANUFACTURER'S RECOMMENOATIONS.
15800 - 3FALL LINE COURTYARD ENCLOSURE $86039
I
I
t
PAGE 7r
I
2. IN'TALL DUcrwoRK AS sHowN oN THE DRA*ING'' PRo-
I VIDING ADEQUATE SUPPORT ANO NOT ALLOWING ANY SAGS, DROOPS' ETc-
r 3. INsTALL DUcr AccESSoRIEs As sHowN oN THE DRAwINGS
tI 3.O/O CLOSING IN UNINSPECTEO I{ORK:
I seE sEcrIoN 1s045.I
I 3.05 CLEANING:r sEE SECTION 1505C.
I
I
t
I
I
I
I
I
I
I
I
I
END OF SECTION
I FALL LINE couRTyARo ENcLosuRE $8603s 15800 - 4
I
t
t
I
I
I
I
T
I
I
I
I
I
I
I
I
I
I
I
PAGE 72
SECTION 15900--CONTROLS AND INSTRUMENTATION:
PART 1 . OO--GENERAL
1.01 DESCRIPTION:
A. h,ORK INCLUDED: THE CONTROLS AND INSTRUMENTATION SYSTEM
REQUIREO FOR THIS WORK INCLUDES, BUT IS NOT NECESSARILY LIMiTED
I\J:
.l-GAS-FIREDAIRHANDLINGUNITSINCLUDINGoUTSIDEAIR
AND RETURN AIR DAMPERS ANO GAS LINE CONTROL VALVE.
2. ALL OTHER CONTROL ITEMS INDICATED ON THE DRAWINGS'
SPECIFIED HEREIN, OR NEEDEO FOR A COMPLETE AND PROPER CONTROL
INSTALLATION IN ACCORDANCE WITH ALL PERTINENT CODES AND REGULA*
TIONS.
1.02 QUALITY ASSURANCE:
sEE SECTION 15045.
1 .03 SUBMIfiALS I
sEE SECTION 15010.
1.04 PROJECT COMPLETION:
SEE SECTION 15045.
PART 2. OO__PRODUCTS
2.O'I HEATING AND VENTILATION SYSTEMS:
A. CONTROLS:
l.GENERAL:FURNISHANDINSTALLANELECTRoNIccoNTRoL
SYSTEM AS DESCRIBED ON THE DRAWINGS WITH COMPONENTS MANUFACTURED '
BY HONEYWELL. JOHNSON, POhIERS OR BARBER-COLEMAN CONTROL COMPANY.
PROVIDE ALL COMPONENTS, MATERIALS AND f'IIRING (EXCEPT AS NOTEo
HEREIN) TO MAKE A COMPLETE SYSTEM CAPABLE OF ALL CONTROL REQUIRE-
MENTS AND FUNCTIONS DESCRIEEO HEREIN. COORDINATE CONTROL REQUIRE-
MENTS WITH PROJECT CONTRACTORS AND EQUIPMENT SUPPLIERS TO AVOID
CONFLICT OR OMISSIONS.
FALL LINE COURTYARD ENCLOSURE $86039 15900 - 1
I
I
t
t
I
PAGE 73
2.SERVICE:THECONTROLSYSTEMANDEQUTPMENTSHALLBE
GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL
ACCEPTANCE AT NO AOOITIONAL COST TO THE OWNER.
3. IOENTIFICATION: ENGRAVED MICARTA PLATES SHALL BE
INSTALLED TO IOENTIFY ALL MAJOR CONTROL UNITS. ON ALL CONTROL
DEVICES AND AT INTERFACE POINTS WITH BUILDING EQUIPMENT. IOENTIFY
WIRES AND CONTROL DEVICES WITH AOHESIVE EACKEO IMPRESSEO TAPE
LABELS. LABELS SHALL INDICATE UNIT FUNCTIONS, TEMPERATURE SET
POINT, AND/OR ID NUMEER REFERENCEO TO CONTROL OIAGRAM.
I 4. CONTROL DIAGRAM: PROVIDE COMPLETE LITERATURE AND
I DIAGRAMs FoR INcLUsIoN IN o- & M- MANUALS.
5. COORDINATION: REFER TO GENERAL PROVISIONS AND
I oIVISIoNS 15 AND 16.
B. SEQUENCE OF OPERATION:
DESCR I PT I ON .
REFER TO DRAWINGS FOR CONTROL
C. FIRE AND SMOKE DETECTORS (NFPA REQUIREMENTS)
1. ALL AIR HANDLiNG AND EXHAUST UNITS SHALL 8E EQUIP-
PED WITH A MANUAL EMERGENCY STOP CONTROL LOCATED AT A CONVENIENT
AND ACCESSIBLE POINT FOR SHUTTING DOWN THE FAN IN CASE OF FIRE.
FOR THE PURPOSES OF THIS SPECIFICATION, THE DISCONNECT SWITCH
WILL SERVE THIS PURPOSE.
2.SMoKEDETECToRSSUPPLIEDBYTHEELECTRIcALcoNTRAc-
TOR SHALL BE INSTALLEO AND INTERLOCKED WITH THE TEMPERATU.RE
CONTROL SYSTEM BY THE MECHANICAL CONTRACTOR. COORDINATE DETECTOR
REQUIREMENTS WITH THE ELECTRICAL CONTRACTOR.
3.THEAPPRoVEDSMoKEoETEcToRSSHALLBEINSTALLEDIN
ALL AIR HANOLING UNITS.
4. THE DETECTORS SHALL BE INSTALLED IN THE SUPPLY
DUCTS. THE CONTROLS SHALL 8E ARRANGEO TO CLOSE THE EXHAUST
DAMPER AND FRESH AIR DAMPER AUTOMATICALLY WHEN THE FAN IS OFF.
THE FAN SYSTEM SHALL SHUT DOWN AUTOMATICALLY WHEN THE SMOKE
DETECTING APPARATUS IS IN ALARM OR BY THE MANUAL EMERGENCY FAN
STOP. UNDER ALL OTHER CONDITIONS THE RETURN AIR DAMPER SHALL BE
OPEN WHEN THE EXHAUST AIR OAMPER AND THE FRESH AIR DAMPERS.ARE
CLOSED. THE RETURN AIR DETECTOR SHALL 8E LOCATEO UPSTREAM FROM
ANY EXHAUST OUTLET ANO THE SUPPLY AIR DETECTOR SHALL BE LOCATED
ON THE DOWNSTREAM SIOE OF THE FILTERS-
D. VALVES: ALL AUTOMATIC CONTROL VALVES SHALL BE FURN-
ISHEO BY THE TEMPERATURE CONTROL MANUFACTURER ANO INSTALLED UNDER
HIS SUPERVISION.
E.LOCAL CONTROL PANELS
I
I
I
I
I
I
I
I
t
I
I
I FALL LINE COURTYARO ENCLOSURE s86039 15900 - 2
I PAGE 74
I
1. PROVIDE AND INSTALL CONTROL PANELS AT EACH H & V'
I MAKE UP AIR SYSTEM. THE PANELS SHALL BE TOTALLY ENCLOSED WITH
I HINGED oooR AND C6NTAINING ALL RELAYS, SWITCHES, GAUGES, ETC.
F. }IIRING OF CONTROL DEVICES
1. CONTROL OEVICES CARRYING FULL LOAO CURRENT FURN-
ISHED BY MECHANICAL ANO WIRED BY ELECTRICAL SHALL BE LOCATED AT
THE OEVICE BEING CONTROLLED, UNLESS SHOI,!,IN ON THE DRAWINGS OR
MUTUAL AGREEMENT IS MAOE BETWEEN THE CONTRACtrORS WITH NO CHANGE
IN THE CONTRACT PRICE
PART 3. OO-_EXECUTION
3.01 SURFACE CONDITIONS:
SEE SECTION 15020
3-02 INSTALLATIOH OF EQUIPI'IENT:
SEE SECTION 15045.
3.03 SYSTEM CHECKOUT: PRIOR TO CONTROL PERSONS LEAVING JO8
SITE, THEY MUST CONFIRM IN WRITING TO THE ARCHITECT OR ENGINEER
THAT ALL SYSTEMS ARE OPERATING SATISFACTORILY AS SHOWN ON AP-
PROVED SHOP DRAWINGS.
END OF SECTION
ENO OF OIVISION
3
I
t
I
I
I
I
I
I
I
I
I
I
I
t
I
I FALL LINE COURTYARD ENCLOSURE s86039 15900 -
I
I
I
I
I
I
T
I
I
I
I
I
I
I
I
I
t
I
I
PAGE 75
SECTION 16 ELECTRICAL
THE DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT ARE PROTECTED
UNDER THE COMMON LAW COPYRIGHT. COPYRIGHT @ 1986 YODER
ENGINEERING CONSULTANTS,INC. ALL RIGHTS RESERVED.
SECTION 16010--GENERAL PROVISIONS:
PART 1 . OO--GENERAL
1.01 PROVISIONS:
A. WORK PERFORMED UNDER THIS DIVISION OF THE SPECIFICATIONS
SHALL CONFORM TO THE REQUIREMENTS OF OIVISION 1, AND THE ELECTRI-
CAL DRAWINGS AND ALL ITEMS HEREINAFTER SPECIFIED.
I.DRAWINGSANDsPEcIFICATIoNSFoRTHEELECTRICALwoRK
ARE INTENDED TO DESCRIBE A COMPLETE ELECTRICAL SYSTEM; OMISSION
OF MINOR ITEMS OEVTOUSLY NECESSARY TO ACCOMPLISH THE ABOVE INTENT
SHALL NOT RELIEVE THE CONTRACTOR FROM FURNISHING AND INSTALLING
SAME.
2. PRIOR TO ANY WORK BEING PERFORMED UNDER THIS
OIVISION EXAMINE ARCHITECTURAL, STRUCTURAL AND MECHANICAL
DRAWINGS AND SPECIFICAIIONS ANO IF ANY OISCREPANCIES OCCUR
BETWEEN THEM AND THE ELECTRICAL ORAWINGS AND SPECIFICATIONS,
REPORT SAME TO THE ARCHITECT IN WRITING ANO OBTAIN WRITTEN
INSTRUCTIONS FOR THE WORK.
3. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC 8UT SHALL BE
FOLLOWEO AS CLOSELY AS ACTUAL CONSTRUCTION OF THE BUILOING WILL
PERMIT. ALL CHANGES FROM DRAWINGS NECESSARY TO MAKE THE
ELECTRICAL WORK CONFORM TO THE EUILOING AS CONSTRUCTEO SHALL 8E
MADE WITHOUT COST TO THE OWNER.
4. COORDINATE THE ELECTRICAL WORK WtTH THE GENERAL
CONTRACTOR AND BE RESPONSIELE TO HIM FOR SATISFACTORY PROGRESS OF
SAME. COORDINATE ELECTRICAL WORK WITH ALL OTHER TRAOES ON THE
PROJECT WITHOUT COST TO THE OWNER.
5. ALL WORK ANO MATERIALS COVEREO 8Y DRAWINGS ANO
SPECIFICATIONS SHALL BE SUBJECT TO REVIEW AT ANY TIME BY REPRE-
SENIATIVES OF THE ARCHITECT AND OWNER. IF THE ARCHITECT OR
OI^INER'S AGENT FINOS ANY MATERIAL OR INSTALLATION THAT DOES NOT
CONFORM TO THESE DRAWINGS AND SPECIFICATIONS, CONTRACTOR SHALL
REMOVE THE MATERIAL FROM THE PREMISES AND CORRECT THE INSTALLA-
TION TO THE SATISFACIION OF THE AGENT.
6. FOR THE ACTUAL FABRICATION' INSTALLATION' TESTING
OF THE WORK OF THIS SECTION, USE ONLY THOROUGHLY TRAINEO ANO
EXPERIENCEO PERSONNEL I4HO ARE COMPLETELY FAMILIAR WITH THE RE_
FALL LINE COURTYARO ENCLOSURE s86039 16010 - 1
I PAGE 76
I
QUIREMENTS FOR THIS WORK AND WITH THE INSTALLATION REQUIREMENTS
I
OF THE MANUFACTURERS OF THE SPECIFIED ITEMS.
r rrMES ou*,1; .3itl[i:l?3*"i^?h"[tUE'l] 3:i[:?'R? IIF'H?fiT'i;'i?.
r wITH EXPERIENcE IN THE TYPE oF woRK TO BE INSTALLED UNDER THESEI SPEcIFIcATIoNs. cHANGES IN Joe SUPERINTENOENTS SHALL BE MADE ONLY
UPON WRITTEN CONSENT OF THE ARCHiTECT.
I 8. IN AccEprANcE oR REJEcrroN oF IN'TALLE' ELE.TRI.AL
SYSTEMS, NO ALLOWANCE WILL 8E MADE FOR LACK OF SKILL ON THE PART
I
OF THE INSTALLERS.
I
ND oF sEcrioN
I
I
I
I
I
I
I
I
I
I
I
I FALL LINE couRryARD ENcLosuRE s8603e 16010 - 2
I PAGE 77
I
SECTION 1602O--WORK INCLUDED:
I
PART 1 . OO--GENERAL
I 1.01 DESCRIPTION:I
A- WORK INCLUOED:
I THE ELECTRICAL SYSTEM REQUIRED FOR THIS WORK IS TO BE AS
INDICATED ON THE ORAWTNGS AND INCLUOES, BUT IS NOT NECESSARILY
I LIMITED TO:
I 1. SECONDARY ELECTRICAL SERVICE, COMPLETE' TO A POINT
r OF CONNECTION WITH THE SERVING UTILITY COMPANY'
t ?. MAIN DISTRIB'TI'N oIScoNNEcr AND ALL NE.ESSARY
I METERING EOUIPMENT.
I 3- coMpLErE FEEDER sysrEM IN coN'uIT To poNER
'ANELSANO BRANCH CIRCUIT PANELS.
I 4 - BRANCH CIRCUIT PANELS FOR POI'IER ANO LIGHTING'
5. COMPLETE BRANCH CIRCUIT WIRING SYSTEM FOR LTGHTING,
I MoroRS, REcEprAcLEs, JUNcTIoN EoxEs AND SIMILAR usES-
I
6. LIGHTING FIXTURES, WALL SWITCHES, RECEPTACLES ANO SIMILAR
I rrEMS.I
7. CABINETS, BACKBOARoS AND RACE|',AYS FOR TELEPHONE SYSTEM'
I 8. CABINETS, BACKBOAROS, AND RACEWAYS FOR CABLE T.V- SYSTEM.
9. A COMPLETE EXTENSION TO EXISTING FIRE ALARM AND
I DETECTION SYSTEM.I
I rRrcAL ,*l?ir.l??ti3:tt ANo BA.KFILLING FoR ALL UNDERGR.UND ELE.-
Ir coNNEc'ol3',ol'X:^Y?kl:"i'il+?ll?i-:: l?-^i3-l!?!331[: ffil'-
t nLUMBING EQUIeMENT, FURNISHED UNDER oivlSIoN 15 oF THESE SPECIFI-
CAT I ONS
I 'tz. coMpLETE EXTERI'R LIGHTING sYsrEM IN.LUDING FIX-r TURES, poLES. FouNDATIoNs, coNTRoLS AND t,,lIRING.
I 13. ALL orHER ELEcTRTcAL EeUIeMENT AND SERVIOES NEEDED
t To coMpLETE A UsABLE AND opERABLE FAcILITy IN AccoRoANcE t'l ITH ALL
PERTINENT COOES AND REGULATIONS.
r END OF SECTION
t FALL LINE couRTyARD ENcLosuRE $8603e 16020 - 1
I
I
SECTION 16021--WORK NOT INCLUOEO
I PARr 1.''--GENERAL
PAGE 78
r 1.01 DESCRIPTION
Ir A. h,oRK Nor INCLUDED AS PART oF THIS DIVISIoN:
1. PAD OR POLE MOUNTEO TRANSFORMERS AND PRIMARY CONNECTIONS
I TO SAME.
I
I
I
I
tt
I
I
I
I
I
I
I
I
2.CABLE'WIRINGANoINSTRUMENTSFoRTELEPHoNEEQUIPMENT.
I FALL LINE couRTyAR' ENcLosuRE $Boo3s
ENO OF SECTION
16021 - I
T
I
t
I
I
I
I
T
I
I
I
I
I
I
I
I
I
I
T
PAGE 79
SECTION 16025--COOES AND FEES:
PART 1 , OO--GENERAL
1.0r coDES:
A.INADDITIoNToCoMPLYINGwiTHALLPERTINENTcoDESAND
REGULATIONS, COMPLY l''IITH :
1. ALL PERTINENT REQUIREMENTS OF THE SERVING UTILITY
COMPANY.
2. NATIONAL ELECTRICAL CODE (N.E.C. ) LATEST EDITION
ADOPTEO 8Y AUTHORTTY HAVING JURISDICTION.
3. REQUIREMENTS OF UNDERWRITERS LAEORATORIES FOR ALL
ITEMS INSTALLEO FOR WHICH U.L. STANDARDS HAVE BEEN ESTABLISHED.
1.O2 FEES AND PERiIITS:
A.oETAINANDPAYFoRALLNECESSARYPERMITS'INSPECTIoNS
AND CERTIFICATES THAT MAY 8E NECESSARY FOR THE FULL COMPLETION OF
THE f.rORK.
1.03 INSPECTIONS:
A. NOTIFY PROPER AUTHORITIES hIHEN WORK IS READY FOR INSPEC-
TIONS REQUIRED BY APPLICABLE COOES, RULES ANO REGULATIONS,
ALLOWING SUFFICIENT TIME FOR INSPECTIONS TO BE MADE WITHOUT
HINDERING PROGRESS OF THE WORK. FURNISH TO THE OWNER COPIES OF
INSPECTION CERTIFICATES OF ACCEPTANCE.
ENO OF SECTION
FALL LINE COURTYARO ENCLOSURE f86039 16025 - 1
I
I
I
I
I
t
I
t
I
t
I
I
I
I
I
I
I
I
t
PAGE 80
SECTION 16030--TESTS:
PART 1 . OO--GENERAL
I.O1 TESTS:
A.UPoNcoMPLETIoNoFALLI.IoRKANDADJUSTMENToFALLEQUIP-
MENT, PROVIOE COMPLETE OPERATIONAL TESTS OF ALL ELECTRICAL EQUIP-
MENT PROVIDED UNDER THIS DIVISION.
1.O2 GUARANTY:
A. GUARANTY THAT ALL WORK GOVERNEO 8Y THIS DIVISION SHALL
BE FREE OF DEFECTS IN WORKMANSHIP, MATERIALS AND PARTS FOR A
PERIOD OF ONE (1) YEAR AFTER WRITTEN ACCEPTANCE. REPAIR, REVISE
ANO REPLACE OEFECTS AS DIRECTED WITH NO ADDITIONAL COST TO THE
OWNER. (LAMPS AND FUSES ARE EXEMPT. )
END OF SECTION
FALL LINE COURTYARD ENCLOSURE s86039 16030 - 1
I PAGE 8I
I
SECTION 1 604O-_IOENTIFICATION :
I
PART 1 , OO-_GENERAL
I .t.01 DESCRIPTION:I
A.INADDITIoNToPRoVIDINGcoLoRcoDINGFoRALLh|IRING
I TNSTALLED uNDER THrs oIVIsIoN, pRovIoE THE FoLLowtNG ELEcTRIcAL
I EQUIPMENT IDENTIFICATION:
I 1, PROVIDE AND INSTALL A BLACK LAMACOID NAMEPLATE WITH
I ENGRAVED WHITE LETTERING i,/4 INCH HIGH oN EACH PANELBOARD. THE
NAMEPLATE TO HAVE THE PANELEOARD DESIGNATION AS SHOWN ON THE
I PLANS. I^IHERE PANELBOARD IS LOCAIED IN A PUBLIC AREA' EPOXY GLUE
I rHE NAMEeLATE To rHE INSIDE oF THE DooR-
I EA.H pANE,-3;^*loYX"i"lJBF*i,II'Fi,-3JfiifrJ'lJ'JX;i??"J:' 3:$:.35^-'
I DESIeNATIoN, LocATIoN oF MAIN cIRcUIT EREAKER oR oIScoNNEcT'
INDIVIDUAL CIRCUIT BREAKER NUMBER AND CIRCUIT DESCRIPTION'
T3.MARKALLTIMECLOCKS,MOToRSTARTERS'CoNTAcToRS
AND OTHER CONTROL DEVICES WITH EMBOSSEO PLASTIC TAPE AS TO CIR-
- CUIT NUMBER AND FUNCTION OF OEVICE.
I
END OF SECTIONI
t
t
I
I
I
I
I
I FALL LINE couRryARD ENcLosuRE $80039 16040 - 1
I
I
I
I
I
I
I
t
I
I
t
I
I
I
t
I
I
I
I
PAGE 82
SECTION 16100_-BASIC MATERIALS AND METHODS:
PART 1 . OO--GENERAL
1 .01 iIATERIAL:
A. ALL ELECTRICAL MATERIAL SHALL BE NEII'I AND OF THE QUALITY
ANO TYPE SPECIFTEO.
8. MANUFACTURER ANO CATALOG NUMBER SHOWN IN THESE SPECIFI-
oATIONS OR ON DRAU|INGS ARE INTENDEO AS A GUIoE TO QUALITY.
EQUIVALENT MATERIALS ANO EQUIPMENT OF OTHER MANUFACTURERS WILL BE
ACCEPTAELE PROVIDING SUCH SUESTITUTIONS ARE APPROVED IN WRITING 5
DAYS PRIOR TO BID DATE 8Y THE ARCHITECT. REQUESTS FOR SUBSTITU-
TION APPROVAL SHALL BE SUBMITTED TO THE ARCHITECT IN ACCORDANCE
hIITH PROVISIONS OF DIVISION 1 OF THESE SPECIFICATIONS' AND SHALL
INCLUDE ALL INFORMATION NECESSARY TO SUPPORT THE CLAIM OF
EQUAL I TY .
C. NO EXTENSION OF COMPLETION OATE SHALL BE ALLOWEO FOR
TIME LOST IN CONSIDERATION. SHIPPING, OR INSTALLATION OF APPROVEO
SUBSTITUTIONS. REVIEW OF SUBSTITUTIONS SIGNIFIES GENERAL EQUALITY
OF MATERIALS AND EQUIPMENT ONLY. THIS REVIEhJ OOES NOT RELIEVE THE
CONTRACTOR OF RESPONSIBILITY FOR PROPER OPERATION OF THE SYSTEM'
COMPLIANCE WITH SPECIFICATIONS AND NECESSARY CHANGES DUE TO
DIMENSIONAL DIFFERENCES OR SPACE REQUIREMENTS.
1.O2 SHOP DRAI{INGS:
A. SHOP DRAWINGS SHALL BE SUEMITTED USING THE 'SHOP DRAWING
AND REVIEW LOG" INCLUDED IN THIS SPECIFICATION. SUBMIT ONLY
COMPLETE INFORMATION FOR THIS PROJECT; PARTIAL OR INCOMPLETE
SUEMITTALS WILL NOT BE REVIEWED. SUBMIT ONLY SPECIFIEO EQUIPMENT
& MATERIAL OR EQUIPMENT & MATERIAL WITH PRIOR APPROVAL' AS
SPECIFIEO IN SECTION 16100, PAR. 1.00, ITEM 1.01_8. SUBMITTAL OF
OTHER EQUIPMENT & MATERIAL I''ILL 8E CAUSE FOR REJECTION.
8. sHoP DRAWINGS REQUIRED FoR THIS PRoJECT ARE AS FoLLoWS:
1. LIGHT FIXTURES
2. PANELSOARDS
3. FIRE ALARM ANO OETECTION SYSTEM
c.PLACEoRoERSFoRALLEQUIPMENTINTIMEToPREVENTANY
DELAY IN CONSTRUCTION SCHEDULE OR COMPLETION OF PROJECT. IF ANY
MATERIALS OR EQUIPMENT ARE NOT OROERED IN TIME, AOOITIONAL
CHARGES MADE BY EQUIPMENT MANUFACTURERS TO COMPLETE THEIR EQUIP-
MENT IN TIME TO MEET CONSTRUCTION SCHEOULE, TOGETHER WITH ANY
SPECIAL HANDLING CHARGES, SHALL'BE 8ORNE BY THE CONTRACTOR.
FALL LINE COURTYARO ENCLOSURE *86039 16100 - 1
I
I
I
I
.IO3 SHOP DRAI{ING REVIE}J ANO LOG FORI'
YODER ENGINEERING CONSULTANTS, INC.
PAGE 83
SHEET OF
Y.E.C. PROJECT NO.
SUEMITTAL DATE
PROJECT NAME
I
I
I
t
I
I
I
INITIAL SUEMITTAL RESUBMITTAL S1 *2 s3 s4
==== ===== == ===== == = == = ========== ============= = = ========================
SUBi,IIT SHOP DRAI,IINGS TO THE ARCHITECT IN ACCOROANCE WITH SPECIFICATION
DIVISIONS 1 AND 16.
CORRECTIONS OR COMMENTS MADE ON THE SHOP DRAWINGS DURING THIS REVIEW
DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS
OF THE DRAWING AND SPECIFICATIONS. THIS CHECK IS ONLY FOR REVIEW OF
GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL
COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT OOCUMENTS. THE
CONTRACTOR IS RESPONSIBLE FOR: CONFIRMING AND CORRELATING ALL
QUANTITIES AND DIMENSIONS; SELECTING FABRICATION PROCESSES AND
TECHNIQUES OF CONSTRUCTION; COORDINATING HIS WORK WITH THAT OF ALL
OTHER TRAOES; AND PERFORMING HIS WORK IN A SATISFACTORY MANNER.
= == = == ================ ==== = ========
KEY To COMMENTS: (REV)=ftfvlEWED (FAcl=pupNISH AS coRREcTED
(RAR)=pgyISE AND RESUBMIT (REJ)=REJECTEo (FStl=pupNISH SPECIFIED ITEM.
KEY ITEM (REV) (FAC) (RAR) (REJ) (FSI) DATE BY COK
I KEY ITEM (REV) (FAc) (RAR) (REJ) (FSI)DATE BY coK
I (REV) (FAC) (RAR) (REJ ) (FSI )DATE BY CDKKEY ITEM
I
I
I
KEY ITEM (REV) (FAC) (RAR) (REJ) (FSI)DATE 8Y CDK
KEY ITEM (REV) (FAC) (RAR) (REJ) (FSI) oATE 8Y COK
t KEY ITEM (REV) (FAC) (RAR) (REJ) (FSI)DATE BY
s86039
OF
CDK
I
T
SHOP ORAWING REVIEW ANO LOG FORM
FALL LINE COURTYARO ENCLOSURE
SH EET
16100 - 2
PAGE 84
=======================================================================
KEY ITEM (REV) (FAC) (RAR) (REJ) (FsI ) DArE BY coK
I
t
I
I
I
I
KEY ITEM (REV) (FAC) (RAR) (REJ) (FSI)DATE BY CDK
KEY I TEM (REV) (FAc) (RAR) (REJ ) (FSI )DATE BY CDK
KEY ITEM (REV) (FAc) (RAR) (REJ) (FSI)DATE BY COK
KEY ITEM (REV) (FAC) (RAR) (REJ) (FSI)DATE 8Y CDK
I
I KEY ITEM (REV) (FAc) (RAR) (REJ) (FsI)DATE BY CDK
KEY ITEM (REv) (FAC) (RAR) (REJ) (FSI)DATE BY CDK
KEY ITEM (REV) (FAc) (RAR) (ReJ) (FSI)OATE 8Y CDK
KEY ITEM (REV) (FAc) (RAR) (REJ) (FSI)OATE BY CDK
KEY ITEM (REV) (FAC) (RAR) (REJ) (FSI) DATE BY CDK
I
I
I
I
I
I
I
I
I
I
KEY ITEM (REV) (FAC) (RAR) (REJ) (FSI)DATE BY CDK
KEY ITEM (REV) (FAC) (RAR) (REJ) (FSI)DATE 8Y COK
KEY ITEM (REV) (FAC) (RAR) (REJ) (FSI)DATE
FALL LINE COURTYARO ENCLOSURE s86039 16100 - 3
8Y COK
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
T
t
I
I
PAGE 85
1.04 AS-BUILTS:
A.OURINGTHEPROGRESSOFTHENORK,MAINTAINANACCURATE
RECORD OF THE INSTALLATION OF THE ELECTRICAL SYSTEM. UPON COMPLE-
TION OF THE ELECTRICAL INSTALLATION, TRANSFER ALL RECORD DATA TO
BLUE-LINE PRINTS OF THE ORIGINAL DRAWINGS.
B.ASAcoNDITIoNoFAccEPTANcEoFTHEPRoJEoT'DELIVERTo
THE OWNER AND THE ARCHITECT ONE (1) COPY OF A MANUAL COMPILED IN
ACCORDANCE 14 ITH DIVISION 1 OF THESE SPECIFICATIONS. INCLUDE ONE
COPY OF THE AS_BUILT DRAWINGS IN THE MANUAL.
1.05 PROOUCT HANDLING:
A.USEALLMEANSNECESSARYToPROTECTELECTRIcALSYSTEM
MATERIALS BEFORE, OURING AND AFTER INSTALLATION AND TO PROTECT
THE INSTALLED WORK AND MATERIALS OF ALL OTHER TRADES.
B. IN THE EVENT oF oAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND
REPLACEMENTS NECESSARY TO THE APPROVAL OF THE ARCHITECT AT NO
ADOITIONAL COST TO THE OWNER.
C. UPON COMPLETION OF ALL INSTALLATIONS' LAMPING AND
TESTING, THOROUGHLY TNSPECT ALL EXPOSEO PORTIONS OF THE
ELECTRICAL INSTALLATION AND COMPLETELY REMOVE ALL EXPOSED LABELS'
SOIL. MARKINGS AND FOREIGN MATERIALS.
PART 2. OO--PRODUCTS
2.01 RACEWAYS AND FITTINGS:
A. CONDU IT:
1. CONDUITS INSTALLED UNDERGROUND OR IN GRADE SLABS
SHALL BE SCHEOULE /'O PVC WITH GROUNO WIRE.
2. CONDUITS SUBJECT TO MECHANICAL DAMAGE OR WHERE
oTHERWISE REQUIRED BY COoE SHALL 8E GALVANIZED RIGIO HEAVY WALL
OR INTERMEDIATE METAL CONDUIT; ALL OTHER CONDUIT MAY 8E ELECTRIC
METALLIC TUBTNG.
3. FLEXIBLE METALLIC CONDUIT SHALL 8E USED WHERE
VTBRATION OR OTHER REASONS DO NOT ALLOW SOLIO CONNECTIONS TO
MOTORS, EQUIPMENT, ETC. THE USE OF FLEX SHALL BE HELO TO A
MINIMUM, WHERE FLEXIBLE METALLIC CONDUTT IS USEO IN AREAS
suBJECT TO MOISTURE, PVC-COATED FLEX (SEAL-TITE) SHALL 8E USED.
16'1 00 - 4FALL LINE COURTYARD ENCLOSURE s86039
t
I
t
I
I
I
I
I
I
I
I
T
I
I
I
T
I
I
I
PAGE 85
B. FITTINGS:
.I. USE SOLVENT WELDED FITTINGS FOR ALL PVC CONOUIT.
2. USE SET-SCREW OR COMPRESSION FITTINGS FOR ALL EMT CONDUIT.
3. USE THREADED FITTINGS FOR ALL RIGID CONDUIT'
C. OTHER RACEWAYS:
1. OTHER RACEWAYS ANO FITTINGS SHALL BE AS SHOWN ON
THE DRAWINGS.
2.O2 I{IRE AND CAELE:
A. VOLTAGE RANGE O To 24: HIGH CONDUCTMTY COPPER,
THERMO-PLASTIC INSULATION, 3OO VOLT RATING.
B. VOLTAGE RANGE 24 TO 600: HIGH CONDUCTIVITY COPPER'
MOISTURE_RESISTANT THERMO-PLASTIC INSULATION, 600 VOLT RATING.
C. VOLTAGE RANGE 600 TO 15 KV: HIGH CONDUCTIVITY COPPER OR
ALUMINUM, MOISTURE AND HEAT RESISTANT CROSS LINKED SYNTHETIC
POLYMER INSULATION, VOLTAGE RATING COMPATIBLE I'IITH SYSTEM
VOLTAGE.
o.coNoUcToRSUSEoSPECIFICALLYFoREQUIPMENToRSERVICE
GROUND TO 8E BARE OR MAY HAVE TYPE TW INSULATION.
E. ALUMINUM CONDUCTORS MAY 8E USED ONLY NHERE SPECIFICALLY
SHOWN ON THE ORAWINGS. WHERE SHOWN ALUMINUM CONOUCTORS SHALL BE
ALCOA "EXCELLOY' OR ALCAN "STA8 ILOY'.
2.O3 T{IRE CONNECTIONS AND DEVICES:
A.ALLELECTRIcALcoNNEcTIoNSSHALLBEELECTRICALLYAND
MECHANICALLY SECURE, USING THE FOLLOWING METHOOS:
1. WIRE SIZE S8 ANO SMALLER--PRESSURE TYPE CONNECTORS
(SCOTCH-LOK) OR EQUIVALENT.
2. WIRE SIZE S6 AND LARGER-_MECHANICAL OR COMPRESSION
LUGS, BURNDY, T & B, ILSCO OR EQUIVALENT.
3.ALUMINUMcoNNEcToRSSHALLEESoLDERLESSCoMPRESSIoN
LUGS USING AN APPROVED JOINT COMPOUND FOR ALL CONNECTIONS.
2.04 OUTLET 8OXE9:
FALL LINE COURTYARD ENCLOSURE 16100 - 5$86039
I
I
I
t
I
I
I
I
I
I
t
I
I
t
I
I
I
I
T
PAGE 87
A. OUTLET EOXES SHALL BE:
SHERADIZED: STEEL CITY ELECTRIC
APPROVEO EQUIVALENT.
ONE PIECE STEEL. GALVANIZEO OR
APPLETON ELECTRIC, RACO OR
2.05 PULL AND JUNCTIOI{ BOXES:
A.PULLANDJUNCTIoNBoXESSHALLBECoNSTRUCTEDoFcooE
GAUGE STEEL GALVANIZEO OR PAINTEO FINISH I'JITH CLOSE FITTING SCREI'9
COVERS; NEMA 3R OR WEATHERPROOF BOXES TO 8E USED IN AREAS EXPOSED
TO WEATHER: HOFFMAN, QUEEN, CIRCLE At4, OR APPROVED EQUIVALENT-
2.06 BRAI{CH CIRCUIT PANELS:
A.CIRCUITBREAKERTYPEWITHHINGEDDOOR,CATCHANDLOCK,
INDOOR CIRCUIT DIRECTORY WITH KEYEO LOCK. CIRCUIT BREAKERS TO
MEET THE NON-INTERCHANGEABILITY REQUIREMENTS OF THE N'E.C. WHERE
APPLICABLE; ALL BREAKERS 2O AMPERE SINGLE POLE UNLESS OTHERWISE
NOTED; ALL MULTIPLE UNITS COMMON TRIP. MAINS WITH LUGS OR MAIN
CIRCUIT BRE.AKERS AS SHOWN ON THE .PANELEOARO SCHEDULE" ALL
PANELS TO HAVE NEUTRAL AND GROUND BUS. FOR UP TO 240 VOLTS A.C.
PANELS SHALL BE: G.E. TYPE NLTQ, SQUARE O TYPE NQO, ITE TYPE
NPA. CHALLENGER TYPE NBQ, CUTLER HAMMER TYPE PB OR APPROVED
EQUMLENT. FOR 277/48O VOLTS A-C. PANELS SHALL 8E: G.E. TYPE
NHB, SQUARE D TYPE NY18, ITE TYPE CDP, CHALLENGER TYPE NHlB'
CUTLER HAMMER TYPE PB OR APPROVED EQUIVALENT. USE OF EOLT IN
BREAKERS SHALL 8E AS NOTED IN THE "PANELBOARD SCHEDULE" FAULT
CURRENT INTERRUPTING RATINGS SHALL BE AS NOTED IN THE 'PANEI-BOARD
SCHEDULE". IN RESIDENTIAL CONSTRUCTION 'LOAD CENTERS' WILL BE
ACCEPTAELE I4HERE SHOWN ON PANELBOARO SCHEDULES-
2.07 DEVICES:
A. SWITCHES, RECEPTACLES AND OTHER DEVICES SHALL 8E AS
SHol,tN IN THE " DEVICE SCHEDULE" ON THE DRAWINGS; OTHER OEVICES OF
EQUIVALENT QUALITY BY OTHER MANUFACTURERS MAY BE SUBSTITUTED,
PROVIDING A LIST OF ALTERNATE OEVICES IS APPROVEO IN WRITING BY
THE ARCHITECT PRIOR TO INSTALLATION.
2.O8 DISCONNECTS:
A.SAFETYSI,JITCHESSHALLBEHEAVY-DUTY,QUICK-MAKE'QUICK-
EREAK WITH COVER INTERLOCK, FUSIBLE OR NON_FUSI8LE, IN ENCLOSURE
TO SUIT LOCATIONS AND REQUIREMENTS. G.E., ITE, CHALLENGER, SQUARE
O. CUTLER HAMMER OR APPROVEO EQUIVALENT.
FALL LINE COURTYARD ENCLOSURE s86039 16100 - 6
I
I
I
I
T
I
T
T
I
I
I
I
I
I
I
I
I
I
I
PAGE 88
2.09 FUSES:
A. DUAL ELEMENT TIME DELAY, STANDARD, HIGH CAPACITY OR
CURRENT LIMITING AS SHOI^IN ON THE DRAIA'INGS. BUSSMAN MANUFACTURING
COMPANY OR APPROVED EQUIVALENT.
PART 3. OO--EXECUTION
3.01 CONDUIT INSTALLATION:
A. MAKE CONOUIT BENDS WITH STANOARO CONDUIT ELBOWS OR
CONDUIT BENT TO NOT LESS THAN THE SAME RADIUS. ALL BENDS SHALL
BE FREE FROM-DENTS OR FLATTENING.
8. ALL FITTINGS IN i"JET PLACES, LOCATIONS EXPOSEO TO
WEATHER. OR BURIEO IN MASONRY, CONCRETE OR FILL, SHALL BE WATER'
TIGHT.
C. CAP CONOUIT ENDS TO PREVENT ENTRANCE OF FOREIGN
MATERIALS OURING CONSTRUCTION.
D. RUN CONCEALED CONDUITS IN A DIRECT LINE. RUN EXPOSED
CONOUITS PARALLEL TO, OR AT RIGHT ANGLES WITH, LINES OF THE
BUILDING. INSTALL ALL CONOUITS AT LEAST 6" AWAY FROM FLUES.
STEAM ANO HOT WATER PIPES.
E. RUN UNDERGROUND CONOUITS A MINIMUM OF 2, O'BELOI'I GRADE.
F. INSTALL PULL BOXES SIZED IN ACCORDANCE WITH THE N.E.C.
IN CONDUIT RUNS NHERE REQUIRED TO FACiLiTATE PULLING OF WIRES AND
CAELES. LOCATE ALL PULL ANO JUNCTION BOXES WHERE THEY WILL 8E
ACCESSIBLE AFTER THE COMPLETION OF THE BUILDING, OR PROVIDE
ACCESS OOORS IN STRUCTURE.
3.O2 }IIRE INSTALLATION:
A. BRANCH CIRCUIT CONOUCTORS SHALL BE AS FOLLOWS:
1. FOR GENERAL APPLICATIONS THROUGH SIZE S8: TYPE
THHN 90 OEGREES C.
2. BRANCH CIRCUIT CONDUCTORS THROUGH SIZE *10 TO BE
SOLIO. S8 AND LARGER STRANOEO.
3. UNLESS OTHERT',lISE INDICATED ON THE DRA|'IINGS' WIRE
USED FOR ERANCH CIRCUITS SHALL 8E *12 THHN, PROTECTED BY 20
AMPERE CIRCUIT EREAKERS. THE NUMEER OF WIRES IN A CONOUIT RUN
FALL LINE COURTYARO ENCLOSURE s86039 16100 - 7
I
:l
:l
I
I
t
I
T
PAGE 89
ARE INDICATED BY SYMBOLS IN THE SYMBOL LEGEND. hJHERE A CONDUIT
RUN IS SHOWN WITHOUT SIZE OF CONOUIT OR NUMBER OF CONDUCTORS, TWO
S12 THHN CONDUCTORS SHALL BE INSTALLED IN A 1/2' CONDUIT.
4. THE ORAWINGS INOICATE THE GENERAL OIRECTION OF
ROUTES OF BRANCH CIRCUIT HOME RUNS, CONTINUE ALL SUCH HOME RUNS
TO PANELS AS THOUGH THE ROUTES WERE COMPLETELY INDICATED.
5. CONDUCTORS SHALL BE CONTINUOUS FROM OUTLET BOX TO
OUTLET BOX. OR JUNCTION BOX. WITH NO SPLICES EXCEPT IN SUCH
8OXES.
6. DO NOT INSTALL WIRE IN CONDUITS UNTIL AFTER
PLASTERING OR DRY-WALL IS COMPLETEO ANO ALL MOISTURE HAS BEEN
REMOVED FROM CONDUITS,
3.03 OUTLET INSTALLATION:
A. CHECK ARCHITECTURAL AND MECHANICAL DRAI^IINGS BEFORE
INSTALLING OUTLETS. CHANGING OF OUTLETS TO CONFORM TO THESE
DRAWINGS AND ANY OTHER SLIGHT CHANGE IN MOUNTING HEIGHT OR
LOCATION OF OUTLETS REQUIRED SHALL 8E CONSIDERED AS A PART OF
THIS CONTRACT. USE OUTLET BOXES OF SUFFICIENT SIZE ANO SHAPE TO
BEST SUIT THE PARTICULAR LOCATTON ANO IO CONTAIN THE ENCLOSEO
WIRE AND CONNECTIONS WITHOUT CROWDING. SIZE ALL EOXES PER N.E.C.
r 8. SWITCH ANO RECEPTACLE OUTLET BOXES SHALL BE STANDARo 4"
I BoxES WITH covER PLATES. WHERE MoRE THAN oNE swITcH oR DEVICE ISr LocATEO AT ONE poINT, UsE GANG BOXES AND GANG COVER PLATES-
:l
I
,l
,l
il
I
I
I
C. FLUSH MOUNT LIGHTING SWITCHES 4' 0,, CENTERLINE ABOVE
FINISHEO FLOOR UNLESS OTHERWISE TNDICATED. FLUSH MOUNT WALL TYPE
RECEPTACLES AND OTHER WALL MOUNTED WIRING DEVICES AND OUTLETS ONE
FOOT CENTERLINE ABOVE FINISHED FLOOR UNLESS OTHERWISE INOICATEO.
D. INSURE A CONTINUOUS GROUND CONNECTION BEThIEEN THE
GROUNOING TERMINALS OF OUPLEX CONVENIENCE OUTLETS ANO THE CONOUIT
SYSTEM USING EITHER A DEVICE WITH AN APPROVED GROUNDING SCREW
CONNECTION, OR A SEPARATE PIG-TAIL FROM THE BOX TO THE DEVICE.
3.04 BRANCH CIRCUIT PANELS:
A. INSTALL PANELBOAROS 5' O' CENTERLINE ABOVE FINISHEO
FLOOR UNLESS NOTED ON THE ORAWINGS. PROVIDE FROM FLUSH MOUNTED
PANELS TO ABOVE CEILINGS AT LEAST TWO 3/4" CONoUIT STUES FOR
FUTURE USE.
3.05 MOTORS, itOTOR STARTERS, SAFETY DISCONNECTS, ITiECHANICAL
EQUIP}iENT CONTROLS:I
I FALL LINE COURTYARO ENCLOSURE $86039 16100 . I
EO
EO
MD
MD
I
I
T
I
T
I
I
I
I
T
I
T
I
I
I
I
I
I
I
A. UNLESS OTHERWISE
SHALL BE FURNISHED. SET IN
FOLLOWING SCHEDULE. (MD IS
DIVISION).
EQUIPMENT MOTORS ANO
THERMAL OVERLOADS,
REsISTANCE HEATERS (3)
MAGNETIC STARTERS.AND
OVERLOAO RELAYS (3)
DISCONNECT SWITCHES,
FUSED OR UNFUSED, H.P.
RATED SWITCHES, THERMAL
OVERLOAD SI4ITCHES AND
FUSES, MANUAL OPERATING
SWITCHES (3) MD
THERMOSTATS, CONTROL
RELAYS, CONTROL TRANS-
FORMERS, CONTROL PANELS,
MOTOR VALVES. DAMPER
MOTORS, SOLENOIO
VALVES (3) MD
PAGE 90
INDICATEO, ALL MOTORS AND CONTROLS
PLACE AND WIRED IN ACCORDANCE WITH THE
MECHANICAL OIVISION__ED IS ELECTRICAL
MD
ED( 1)
ITEM FURN ISHED SET IN PLACE }.II RED
UNDER OR MTO. ANO
UNDER CON-
N ECTEO
UN DER
EO( 1) ED
MD(2)M0(2)
(1) IF FURNISHED AS PART OF FACTORY WIREO
EQUIPMENT. THEN WIRING AND CONNECTIONS ONLY 8Y EO.
<2) IF LINE THERMOSTATS, P.E. SWITCHES, TIME
ShIITCHES, ETC., CARRY THE FULL LOAO CURRENT TO ANY MOTOR, THEY
SHALL BE FURNISHED 8Y THE MECHANICAL DIVISION, BUT SHALL BE SET
IN PLACE AND CONNECTED UNDER THE ELECTRICAL DIVISION' EXCEPT THAT
WHERE SUCH ITEMS ARE AN INTEGRAL PART OF THE MECHANICAL
EQUIPMENT,ORDIRECTLYATTACHEDTODUCTS'PIPING'ETC.,THEY
SHALL BE SET IN PLACE UNO€R THE MECHANICAL OIVISION ANO CONNECTED
BY THE ELECTRICAL DIVISION. IF THEY DO NOT CARRY THE FULL LOAD
CURRENT TO ANY MOTOR, THEY SHALL 8E FURNISHEO, SET IN PLACE ANO
WIRED UNDER THE MECHANICAL DIVISION.
(3) THE ABOVE LIST OOES NOT ATTEMPT TO INCLUOE
ALL COMPONENTS. ALL ITEMS NECESSARY FOR A COMPLETE SYSTEM SHALL
BE INCLUDEO IN THE BASE CONTRACT.
16100 - 9FALL LINE COURTYARD ENCLOSURE s86039
I
I
I
I
I
I
I
I
I
I
I
I
I
T
I
I
I
I
I
PAGE 9I
3.06 ELECTRICAL SUPPORTING DEVICES:
A.SUPPoRTALLcoNDUIIsATINTERVALSREQUIREDBYTHEN.E.c.
USE TRAPEZE HANGERS OR OTHER GANGABLE OEVICES FOR MULTIPLE RUNS.
SUPPORT ALL CONDUIT FROM BUILDING STRUCTURE IN A PROPER AND
SUBSTANTIAL MANNER. USE OF WIRE FOR CONDUIT TIES OR HANGERS IS
EXPRESSLY PROHIBITED.
B. SUPPORT ALL PANELS, JUNCTION BOXES AND OTHER ELECTRICAL
DEVICES IN A MANNER AS REQUIRED 8Y THE N.E.C. USE EXTRA ERACING'
SUPPORTS, ETC. AS NECESSARY TO PROVIDE A PROPER AND SUBSTANTIAL
EASE TO WHICH ALL ELECTRICAL EQUIPMENT IS ATTACHED'
END OF SECTION
FALL LINE COURTYARO ENCLOSURE s86039 16100 - 10
t
I
I
I
I
t
I
I
I
t
I
I
I
I
I
I
I
I
SECTION'I64OO--SERVICE AND DISTRIBUTION:
PART 1 . OO--GENERAL
sEE SECTTONS 16100-1.01, 1.02 AND 1-03
1.04 ELECTRICAL SERVICE CHARACTERISTICS:
A. THE ELECTRICAL SYSTEM FOR THIS PROJECT SHALL BE A
12O/24O VOLT SYSTEM A5 SUPPLIEO 8Y "HOLY CROSS ELECTRIC ASSO-
CIATION, INC." UTILITY COMPANY. THE CONTRACTOR IS RESPONSIBLE
FOR ALL COOROINATION WTTH THE UTILITY COMPANY FOR THIS PROJECT TO
ENSURE THE INSTALLATION OF ELECTRICAL SERVICES SHALL BE COM_
PATIELE WITH THE ENTIRE PROJECT.
PART 2. OO-_PRODUCTS
2.O1 ELECTRICAL SERVICE ENTRANCE EQUIPiIENT:
A. ELECTRICAL SERVICE ENTRANCE EQUIPMENT SHALL BE U.L'
LISTED FOR SERVICE ENTRANCE" AND SHALL HAVE AN INTEGRATED INTER-
RUPTING CAPACITY OF BUS AND FUSEO OR CIRCUIT BREAKER UNITS EQUAL
TO OR GREATER THAN FAULT CURRENTS WHICH MIGHT 8E IMPOSEO ON THEM-
SERVICE ENTRANCE EQUIPMENT SHALL 8E AS MANUFACTURED BY SQUARE D,
G.E., ITE, CHALLENGER OR APPROVEO EQUIVALENT.
PAGE 92
t z-o2 cr cANs:
A.cTCANSSHALLEEco0EGAUGESTEEL'PRIMEoANDPAINTED'
SIZE AS INDICATED ON THE ORAWINGS, AND AS REQUIREO BY UTILITY.
ENCLOSURE TO SUIT INSTALLATION. AS MANUFACTURED BY QUEEN, HOF-
FMAN, OR APPROVED EQUIVALENT.
PART 3. OO--EXECUTION
3.01 IiTOUNTING:
A. INSTALL DISTRIBUTION PANELBOARD' UTILITY METERS' CT
cANs, SAFETY St^|ITcHES AND oTHER oISTRIBUTIoN EQUIPMENT IN
ACCOROANCE hIITH MANUFACTURER'S RECOMMENDATION, AND AS SHOWN ON
THE DRAWINGS. INSTALL WALL-MOUNTEO EQUIPMENT 5' 0" cENTERLINE
ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATEO.
3.02 COMPATIBILITY:
A. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH
THE UTILITY COMPANY FOR THIS PROJECT, TO INSURE THE INSTALLATTON
OF ELECTRICAL SERVICES SHALL 8E COMPATIBLE WITH THE ENTIRE
FALL LINE COURTYARD ENCLOSURE s86039 16400 - 1
I
I
I
I
I
I
I
I
t
I
I
I
I
t
I
I
I
t
I
PAGE 93
PROJECT. ANO TO INSURE THAT ELECTRICAL SERVICE IS INSTALLED AT A
TIME AS TO PROVIOE NECESSARY ELECTRICAL POWER AS REQUIREO TO THE
COMPLETED PROJECT. SINGLE PHASE EQUIPMENT ON A THREE PHASE
OISTRIBUTION SYSTEM SHALL BE CONNECTEO TO INSURE AS NEAR A
EALANCED SYSTEM LOAD AS POSSIBLE.
3.03 UNDERGROUND ELECTRICAL SERVICE:
A. THE CONTRACTOR SHALL INSTALL A COMPLETE SYSTEM OF
CONDUITS, CONOUCTORS, METER CANS, CT CANS, ETC' REQUIRED TO
PROVIDE SECONDARY SERVICE ENTRANCE.
8. PROVIDE ALL TRENCH AND BACKFILL REQUIREO FOR
INSTALLATION OF UNDERGROUND ELECTRICAL SERVICE; SEE APPROPRIATE
SECTION, DIVISION, l, FOR INSTALLATION OF UNDERGROUNO SERVICES.
3.04 LISTINGS:
A.ELECTRICALENTRANCEEQUIPMENTSHALLBeU.L.LISTEDFoR
SERVICE ENTRANCE EQUIPMENT AND HAVE AN INTEGRATED INTERRUPTING
CAPACITY OF BUS AND FUSED OR CIRCUIT BREAKER UNITS' EQUAL TO OR
GREATER THAN FAULT CURRENTS WHICH MIGHT 8E IMPOSED ON THEM.
3 . 05 iIETERING:
A. METER CAN TO BE PROVIDED BY 9ERVING UTILITY AND
INSTALLEO BY THIS CONTRACIOR.
3.06 SERVICE GROUNDING:
A. TAKE NECESSARY PRECAUTIONS TO INSURE PERMANENT AND
EFFECTIVE GROUNDING OF THE SERVICE NEUTRAL ANO TO INSURE
CONTINUITY TO GROUND THROUGH THE CONDUIT SYSTEM TO ALL RACEWAYS'
PANELS, PANELBoARoS, LIGHTING FIXTURES, S|'4ITcHES, MoToRS ANo
OTHER ELECTRICAL ENCLOSURES, BY THE USE OF APPROVED METHODS AS
DEFINED IN THE NATIONAL ELECTRIC COOE. MAKE ALL GROUND
CONNECTIONS SOLDERLESS. SECURELY BONO THE ENTIRE GROUNDING SYSTEM
TO COLO WATER MAINS USING RIGIO CLAMP JAW TYPE FITTINGS' IF
GROUND CONNECTION IS MADE TO COLD WATER PIPE LINE ON BUILOING
SIDE OF WATER METER, INSTALL JUMPERS BY-PASSING METER.
B. WHERE NON-METALLIC PIPING IS USEO FOR EUILDING SERVICE,
TIE REFERENCE GROUNO ONLY TO METALLIC PIPING INSIDE OF EUILOING
AND PROVIOE A PROPERLY SIZED GROUND ROD SYSTEM FOR THE PRIMARY
GROUND SYSTEM. TIE REFERENCE GROUNDS FOR METALLIC PIPING TO THE
PRIMARY GROUND SYSTEM.
END OF SECTION
FALL LINE COURTYARO ENCLOSURE F86039 16400 - 2
t
I
I
I
I
t
I
I
I
I
I
I
I
I
I
I
I
I
I
PAGE 94
SECTION 1 65OO-_LIGHTING :
PART 1 , OO-_GENERAL
A. PROVIOE AND INSTALL ALL INTERIOR AND EXTERIOR LI6HTING
FIXTURES AS SHOWN ON THE PLANS AND HEREINAFTER SPECIFIED. ALL
ITEMS SHALL BE PROVIDED TO MAKE A COMPLETE AND OPERABLE LIGHTING
sYsTEM, INCLUDING LAMPS, BALLASTS' PoLES' HANGERS, PAINTING,
PLASTER FRAMES, ETC.
E.FIXTURESSHALLBEASSHoNNINTHEFIXTURESCHEDULE.
CATALOG NUMBERS SHOI'{N ARE T,I-IE LATEST AVAILAELE AT THE TIME OF
DESIGN. IF DISCREPANCIES OCCUR BETWEEN DESCRIPTION AND CATALOG
NUMBER, DESCRIPTION WILL TAKE PRECEOENCE.
C. VERIFY TRIM, FINISH AND GENERAL DESCRIPTION OF ALL
LIGHTING FIXTURES THROUGH SHOP ORAI4 ING APPROVAL PRIOR TO PLACING
ORDER FOR FIXTURES. MODIFY CATALOG NUMBERS ACCOROINGLY.
PART 2. OO--PROOUCTS
2.O1 INCANDESCENT FIXTURES:
A'INCANDESCENTFIXTURESToBEASSHowNINTHEFIXTURE
SCHEDULE, COMPLETE WITH LAMPS, AND ALL NECESSARY ACCESSORIES TO
PROVIOE FOR THEIR INSTALLATION. PROVIOE NECESSARY BLOCKING OR
OTHER PROTECTION TO MAINTAIN SEPARATION OF RECESSEO FIXTURES FROM
COMBUSTIBLE MATERIAL AND BUILDING INSULATION SYSTEM. ALL RECESSED
FIXTURES TO HAVE THERMAL PROTECTION DEVICE.
2.O2 FLUORESCENT FIXTURES:
A. FLUORESCENT FIXTURES TO 8E AS SHOWN IN THE FIXTURE
SCHEOULE, COMPLETE WITH LAMPS, ANO ALL NECESSARY ACCESSORIES TO
PROVIDE FOR THEIR COMPLETE INSTALLATION. BALLASTS TO BE HPF,
C8M,/ETL, ANO U.L. LISTED, CLASS P, SURFACE FLUORESCENT FIXTURES
TO BE MOUNTED ON LOW DENSITY COMBUSTIBLE CEILINGS TO HAVE A U.L.
LISTING FOR SUCH MOUNTING. ALL LENSES TO BE ACRYLIC PRISMATIC
PLASTIC TYPES AS SHOWN IN THE SCHEDULE.
2.03 HIGH INTENSITY DISCHARGE FIXTURES:
A. HIGH INTENSITY OISCHARGE FIXTURES TO BE AS SHOWN IN THE
FIXTURE SCHEDULE, COMPLETE WITH LAMPS ANO ALL NECESSARY ACCES-
SORIES TO PROVIDE FOR THEIR COMPLETE INSTALLATION. BALLASTS TO
8E CONSTANT WATTAGE AUTO.TRANSFORMER TYPES, EXCEPT WHERE NOTED.
FALL LINE COURTYARO ENCLOSURE s86039 16500 - ',r
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PAGE 95
2.O1 LAiIPS:
A. LAMPS SHALL BE AS SHOWN IN THE FIXTURE SCHEDULE AS
MANUFACTURED 8Y SYLVANIA, G.E., PHILLIPS, OSRAM OR APPROVED
EQU IVALENT.
PART 3. OO_-EXECUTION
3,01 INSTALLATION:
A- INSTALL LIGHTING FIXTURES STRAIGHT AND TRUE hIITH REFER-
ENCE TO AOJACENT WALLS, AND SECURELY FASTEN TO AND SUPPORT BY
STRUCTURAL MEMBERS OF THE BUILDING.
B. MAKE CONNECTIONS TO ALL TROFFERS IN GRID CEILINGS FROM A
JUNCTION BOX BY MEANS OF FLEX CONDUIT AND WIRE OF SUFFICIENT
LENGTH TO ALLOW FIXTURE TO BE MOVEO ONE FULL GRIO SPACE IN ANY
OIRECTION.
c. PRoVIDE PHoTocoNTRoLS' TIME cLocKS' coNTAcToRs, RELAYS,
ETC. TO CONTROL INTERIOR AND EXTERIOR FIXTURES AS SHOWN ON THE
DRAWINGS. ALL ITEMS FOR LIGHTING CONTROL THAT ARE TO BE MOUNTED
OUTDOORS OR IN WET LOCATIONS SHALL BE INSTALLEO IN WEATHERPROOF
HOUSINGS.
D.GRoUNDALLMETALPARTSoFEXTERIoRLIGHTINGPoLESAND
FIXTURES TO BUILOING GROUNO SYSTEM, AND PROVIDE SUPPLEMENTAL
GROUND RODS AS SHOWN.
E. POLE TYPE FIXTURES USED OUTDOORS SHALL BE COMPLETE WITH
POLE ANO FOUNDATION AS SHOWN ON THE DRAWINGS, PAINT POLES AS
REQUIRED BY ARCHITECT.
END OF SECTION
FALL LINE COURTYARD ENCLOSURE s86039 16500 - 2
I PAGE 95
T
SECTION 1 6?OO--COMMUNICATION SYSTEMS :
I
PART 1 . OO--GENERAL
t 1-01 TELEPHoNE sYSTEil:
A. INSTALL TELEPHONE RACEWAYS, CABINETS, OUTLETS ANO OTHER
I DEVICES IN ACCOROANCE WITH THE REQUIREMENTS OF THE TELEPHONE
r coMpANy AND As sHowN oN THE DRAwINGS-
T B. PROVIDE CONVENIENCE OUTLETS AT ALL TELEPHONE TERMINAL
I BOARDS.
I C. PROVIDE PULL WIRE IN ALL TELEPHONE RACEWAYS.
I
1.O2 CAELE TELEVISION:
II A. INsTALL TELEVISIoN RAcEwAYS, OUTLETS AND OTHER DEVICES
IN ACCORDANCE WITH THE REQUIREMENTS OF THE CAELE TELEVISION
I coMpANy AND As sHot.tN oN THE DRAWINGS.
I
I
I
I
I
I
I
I
I
I
END OF SECTION
t FALL LINE couRTyARo ENcLosuRE s'6o39 16700 - 1