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SPrCI RONDS, SECTION 2C LANDSCAPING 3B-7 SHOP DRAWINGS# COPIES OF SHOP DRAWINGS AND DESIGN U 3 FRAMINGAND WE) SECTION ofl. METAL DOORS AND FRAMES' � I " M . .
TRADES
,,v
CALCULATIONS, SEALED BY A
A. 810 DUNDi BIDS SHALL BE ACCOMPANIED BY A 610 BOND IN REGISTERED ENGINEER MUST BE SUBMITTED TO THE
A, E& -E -IT AS OTHERWISE SHOWN, ALL PARTITIONS SHALL BE OF ?X4
SECTION IA. GENERAL CONDITIONS ARCHITECT FOR APPROVAL WITH TWO COPIES SUBMITTED To THE CONTRACTOR FOR F313- I GENERAL. THE GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS
AN AMOUNT NOT LESS THAN FIVE PERCENT (SX) OF THE AMOUNT OF
2C-1 GE NE RA L THE GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS COORDINATION AND SHALL SHOW DIMENSIONS AND LOCATIONS OF ALL OPENINGS, _R IA6 STUDS. 16" D.C. STUD PARTITIONS SHALL BE PROVIDED �ITH ARE HEREBY MADE AN INTEGRAL PART OF THIS DIVISION.�
THE 010. THE BID BOND SHALL REMAIN IN,EFFECT FOR A PERIOD ARE HEREBY MADE AN INTEGRAL PART OF THIS SECTION. ALL INSETS, BOLTS, AND CUTOUTS. 'DRAWINGS SHALL'MARK EACH SLAB 'CdN-' QLES Af,D TOP FICATES WE TH DIMEIJISJONS NOT LESS THAN THE STUDS, O�i
tv
OF NOT LESS THAN THIRTY (.30) DAYS.
T DOCUMENIS, THE CONTRACT INCLUDES THE AGREEMENT, THE FIR I,
FU NIS I
JA C NTRAC 2c-2 5OUDING, SOD SHALLBE 13APIIA STOCK IN GOOD COND17ION LAID IN FIGURATION WITH RESPECT TO MANUFACTURER'S STANDARD SLAB DESIGNATIONS. SHALL BE AS OETAILEO� -2 SCOPE OF WORKA CONSISTSOF R FE NG ALL PLANT, LABOR
DRAWINGS, AND THE SPECIFICATIONS. THE INTENT OF THESE DOCUMENTS IS THESE DRAWINGS MUST BE ON FILE IN THE ARCHITECT'S OFFICE BEFORE AND MATERIAL FOR'THE INSTALLA71ON OF METAL: DIFORS AND FRAMES AS
B PERFORM6NCE BOND, THE CONTRACTOR SHALL FURNISH TO THE AREAS SHOWN ON DRAWINGS. SOD SHALL BE LAID WITH EACH SECTION TIGHTLY CONSTRUCTION BEGINS. b. UkEl. I NG IN STUD" PART I I IONS ANO WALLS SHALL BE FRAMED AROUND SHOWN ON THE DRAWINGS AND/OR HEREIN SPECIFIED.
TO INCLUDE �ALL LABOR. MATERIAL, APPLIANCES AND SERVICES OF EVERY
OWNOR A PERFORMANCE BOND IN AN AMOUNT EQUAL 'TO ONE HUNDRED BUTTED AGAINST ADJACENT SECTIONS. LAY NO SOURED, POTTED, OR DIS -
KIND NECESSARY FOR THE PROPER EXECUTION OF THE WORK, AND THE TERMS Tti Dbutit,li STUDS AT EACH SIDE AND DOUBLE HEADERS ACROSS THE TOP
PERCENT (100%) OF THE.CONTRACT PRICE. THIS BOND -SHALL BE EASED 500. AFTER ALL 500 IS IN PCACE IT I U M h
AND CONDITIONS OF PAYMENT FOR THIS WORK. THE DOCUMENTS SHALL BE SHALL BE THOROUGHLY ROLLED 38-8 GUARANTEE, THIS CONTRACTOR SHALL SUBMIT A WRITTEN GUARANTEE ME ING ON E 5ti NY ST AT EACH L -NO T F. DOUBLE HEADER SHALL BB -1 MATERIA",
11 UD
-D cl. 'FORMED FROM 26 GAUGE $TEE 'WITH
AND Y ONE SUBMITTED WITHIN TEN (10).DAYS FOLLOWING SIGNING OF,THE CUN- TO ENSURE. A TRUE AND LEVEL INSTALLATION. UPON COMPLETION OF THE CO-SIGNED BY AN ENGINEER, GUARANTEEING ALL WORK PERFORMED UNDER THIS BESP7L_ ACE EDGE AND SHALL BE TRUS � 0 E OPENINGS OVER _1%
CONSIDERED ONE, WHATEVER IS CALL -ED FOR BY AN OF THE DOCU TRACT. 41 SE V RFOR ALL A. FRAMES, SHALL BE L.
ROLLING OPERATION ALL SODDED AREAS SHALL EIE,THOROUGHLY WATERED AND DIVISION TO BE OF SOUND ENGINEERING PRACTICE AND PROPERLY DETAILED T !0
MENTS SHALL. BE AS BINDING AS IF CALLED FOR BY ALL.
IN WIDTH AND WHERE MORE THAN TWO STUDS ARE CUT AWAY. MIN- BONCERIZED AND'PRIM8D FINISH. FRAMES FOR INSTALLATION
T14E OWNER NOTIFIED IN WRITING THAT THE INSTALCATION 15 COMPLETE, INTO THE STRUCTURES. IMuM HEADER SIZES PEA OPENING, 4 FT., TWO 2 X 6'Sj 6 FT., TWO
GuAgAtiTy BOND, IN CONCRETE PANEL WALLS SHALL BE OF TMC,...!IKNOCK-DOWNlI
18-2 OCUMENTS, DIVISIONS AND SECTION$, TITLES TO DIV15IONS AND C. THE CONTRACTOR SMALL BE IN A POSITION
2 X d'Si 8 FT., TWO 2 X IO'St 10 FT.. TWO 2 X 12'S. TYPE. LOT TH A MINIMUM OF THREE ( 3) ANCHORSPER JAMB
TO FURNISH. (UPON DEMAND BY THE OWNER) A ONE YEAR GUARANTY 2C-3 TREES, SHRUBS, PLANTS, GROUND COVERT
SECTIONS IN THESE CONSTRUCTION DOCUMENTS WERE INTRODUCED MERELY TO BE SET
LABOR. BOND TO COVER REPAIR ANO/OR REPLACEMENT OF ANY CONSTRUCTION INTO MORTAR FILLED CELLS AT EACH -SIDE.
FOR COMPLETE SEGREGATION OF THE SEVERAL UNITS Of MATERIAL AND C ALL. CUTTING AND FITTING FOR PLUMB;NG AIR COND.ITIONYING. FRAMES SHALL'BE EQUAL TO THOSE MANUFACTURED BY ALLIED
OR EQUIPMENT FOUND TO BE DEFICIENT FOR A PE91QD OF ONE (I I A, TREES. SHRUBS, AND PLANTS SHALL BE PLACED IN BED5 PREPARED K
No RESPONSIBILITY, EITHER DIRECT CIRAMPLIED, IS ASSUMED BY THE ViiNTILAUIDING. ELECTRICAL WOR . AND OTIf R EOU PM�NT As NEC SSAR STEEL PRODUCTS.
FULL YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. BY INCORPORATING 25% BY VOLUME PEAT MOSS WITH NATIVE SOIL. MATERIALS
ARCHITECT FOR OMISSION OR DUPLICATION BY THE CONTRACTOR DUE TO AND AS DIRECTED. FURNISH AND INSTALL ALL NAICING BLOCKS.
COST OF THE GUARANTY BOND SHALL BE BORNE BY THE OWNER.
CONTRACT SHALL BE HEALTHY, AND PLACED IN THE QUANTITIES AND AS LOCATED ON THE
REAL OR ALLEGED ERROR IN ARRANGEMeNT OR MATTER IN THESE DOM S & HOLLOW METAL DOORS SHALL BE.FOPMED USING IS
B. D
DRAWINGS. UPON COMPLETION OF INSTALLATION, PLANT MATERIALS SHALL 0. CEILINGS SHALL BE FURRED DOWN AS DETAILED WHE-.RE INDICATED,
CONSTRUCTION DOCUMENTS. GAUGE FACE SHEETSOF OONDERI ZED STEEL . DOORS SHALL
1A-23 CLEANING UP. THE CONTRACTOR SHALL KEEP THE PREMISES BE THOROUGHLY WATERED,
SECTION 4A_MASONRY
FREE FROM ACCUMULATION OF WASTE MATERIAL AND RUBBISH AND AT BE FULLY REINFORCED AND TEMPLATED AT THE FACTORY TO
; I I . I ,
1A-3 iscRtPANcy IN PLAtis AND SPFrIFICATInNSt IF. IN. THE CON- E. ALL k),TERIOR DOOR FRAMES SHALL
THE COMPLETION OF HIS WORK ME SHALL REMOVE FROM THE PREMISES BE WOOD AS DETAILED ON RECEIVE FINISH HARDWARE. DOORS SHALL CONFORM -TO
TRACTOR's OPINION ANY WORK IS INDICATED IN THE DRAWINGS OR IS 0. ALL PLANT MA TER I AL S SHALL BE F LOR I DA GRADE NUMEIFR ONE I I I , AS - THE DPAWIN4S.
ALL RUBBISH. IMPLEMENTS AND SURPLUS MATERIALS AND LEAVE THE RECEIVE FINISH HARDWARE, DOORS SHALL CONPORM 'TO l`YY
DE TERM INED BY If GRADE S AND STANDARDS FOR NURSERY. STOCK FLOR I CIA GENERAL, THE GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS ARE
SPECIFIED IN SUCH A MANNER AS WILL MAKE IT IMPOSSIBLE TO PRODUCE
BUT" INGS aRDOM-CLEAN. IF THERE 15 ANY DELAY IN THIS,REGARD, DEPARTMENT UP AGRICULTURE. TYPE AND DIMENSIONS SHOWN ON THE DRAWINGS AND 'SHALL
MADE AN INTEGRAL PART OF THIS SECTION.
A FIRST CLASS PIECE Or WORK OR SHOULD,C)ISCREPANCIES APPEAR BETWEEN CLEANING WILL BE DONE BY THE OWNER AND CHARGED BACK to THE F. CONSTRUCT THE, WOOD FORMS FOR THE CONCRETE BEAMS. SLABS. BE EQUAL TO THOSE MANUFACTURED By ALLIED STEEL PRODUCTS.
DRAWINGS AND SPECIFICATION. HE SHALL REFER SAME TO THE ARCHITECT CONTRACTOR. AND ALL, OTHER FORM WORK AND TEMPLATES REQUIRED BY OTIHER TRADES.
2C GuA6iANTEE a ALL 500. TREES, SHRUBS, PLANTS, AND GROUND COVER OF XQBJ�L THIS CONTRACIOR SHALL FURNISH At L MATERIALS"
4 A - I_
SCOPE
FOR INTERPRETATION BEFORE PROCEEDING WITH IHE WQRK. IF CONTRACTOR
88-4 INSTALLATION,
FAILS TO MAKE SUCH REFERENCE, THE ARCHITECTS OPINION SHALL BE CON- SHALL BE GUARANTEED TO LIVE BY THE INSTALLER FORA PERIOD OF NINETY AND E(JUIPMENT REQUIRED TO COMPLETE ALL MASONRY WORK (INCLUDING CUN- 6A -q f INISH CARPENTRY WORKI (IN GENERAL. THIS CONSISTS UFc) A. FRAMES SHALL BE SECURELY ANCHORED TO THE CONCRE TE WALL
.1 2q r.I)DF f)FVIATIONS, ANY QUESTIONS ON. OR DEVIATIONS
(90) DAYS.
SIDERED BINDING. ON THE DRAWINGS THE WORD "TYPICAL" 15 INTENDED C 14E I L BE. OC K WALL S. PART I T I DNS, E TC . I SPE C I F I ED DR SHOWN ON THE
PANELS AT EACH JAMB WITH A MINIMUM OF THREE SCILTS
FROM LOCAL. STATE OR FEDERAL GOVERNMENTAL Coots OR REGULA- DRAWINGS, SCHEDULES AND DETAILS. THE WORK SMALL BE PROPERLY COOR A. WOOD BA_�aL AND TRIM, FINISH w000 BASE AP40 TRIM SHALL BE KILN
SET IN MORTAR. , UPON COMPLE T
TO CALL, ATTENTION TO THE FACT THAT THE REFERRED TO CONDITION IS 'TIONS WHICH MAY BE FOUND ON THE CONTRACT DOCUMENTS SHALL 2C-5 CLEAN UP, UPON COMPLETION OF THE WORK REMOV ION OF INSTALLATION,
70 BE REPEATED IN OTHER SIMILAR CONDITIONS THROUGHOUT THE JOB. E ALL DEBRIS, DINAIED WITH ALL OTHER TRADES ON THE JOB. OR JED No. I WHI TE P INE , POPLAR OR Gum, FREE FROM DEFEL I S. W I TH -UP ANY DAMAG
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE EDOR RUSTED AREAS
LIGHTLY SAND AND TOUCH
BE ARcHl TLECT UNUSED MATERIALS, CONTAINERS, ETC, FROM THE JOB SITE. EXPLED FACES AND EDGES SANDPAPERED BY THE MILL BEFORE DELIVERY, TO INSURE PROPER FINISHING. 0
IA -4 SAMPLES, THE CONTRACTOR SHALL FURNISH FUR APPROVAL ALL FOR RECTIFICATION. ANALYSIS. OR CLARIFICATION. WM,
MATERIALSi AL.L. I NTER IOP ANGI E S SMALL BE COPED AND ALL BUT T JOINTS SHALL BE
AMPLES B. DOORS SHALL BE HUNG STRAIGHT. PLUMS AND TRUE AND
DIRECTED. S BEVELED AND FITTED TO HAIRLINE JOINTS. POLYVINYL CHLORIDE MOLD- lto . ,
SAMPLES AS SHALL. BE SUBMITTED BEFORE USE OF
THE MATERIAL ON THE Joe. THE WORK SHALL BE IN ACCORDANCE WITH S RULUN_�L� I I T Y � THESE DRAWINGS AND SPECIFICATIONS ARE A. Q0NCRE T 7 131 OCK It CONCRE TE 8L.00K SHALL BE FURNISHEDIN MOM - ING EQUAL To GLoRGIA-PACIFIC "VINYL, SHIEL.O"MAY BE USED FOR BE ''HANDED'' AS SHOWN ON THE DRAWINGS. CLEARANCES
APPROVED THE RESPONSIBILITY OF THE ARCt:IITECT. ANY CHANGES, DELETIONS INAL STANDARD SIZES AS SHOWN ON THE DRAWINGS, AND SHALL CONFORM
SAMPLES. OR ACOIYIONS MADE TO THIS PROJECT WHICHARE NOT APPROVED IN BASE IF APPROVED BY OWNER. AT FRAME SHALL BE 1/8'' TYPICAL. CLEARANCE AT 'FLOOR
31 . To A.S.T.M. SPECIF ICA TION C -90FOR LOAD BEARING TYPE AND C-9044 SHALL BE TO SUIT THRESHOLD CONDITIONS AS REQUIRED.
WRIT ING BY 'THE ARCHI TECTS ARE ENTIRELY THE RESFIONSIBILI Ty OF
FOR NON -LOAD BEARING iypc. ALL UNITS SMALL BE OFUNIFORM $1 IE. U.
iA-5 MATERIALS, APP JANCES, EMPLOYFESt EXCEPT AS OTHERWISE THE PARTY MAKING THESE CHANGES. IN MAKING THESE CHANGES WITH- H. CLU�JET SHELVING, PROVIDE AND WSTALL ALL CLO'SET SHEIVING
'ALL SAME COMPOSITION. SQUARE AND TRUE, WITHUNIFORMLY TEXTURED FACES
-D ON
NOTED. THE CONTRACTOR SHALL PROVIDE, AND PAY FOR MATERIAL, OUT,APPROVEO SAID PARTY AGREES TO SAVE THE AACHI TFC T HARML ESS SECTION 3A, CONCRETE AS INDICATE THE DRAWINGS. SHELVES 11 SHALL. Ut. I X 12
LABOR, TOOLS. WATER, POWER. AND OTHER ITEMS NECESSARY TO COM- AND UNCHIPPED EDGE. BLOCKS SHALL BE ADEQUATELY PRUYECTED AGAINST SOLID STOCK. SECTION 8C. ENTRANCE DOORS AND STOREFRONTS j
SHALL FROM ANY CEGAi_ ACTION AND ASSOCIATED LEGAL FEES WHICH OCCUR WETTING PRIOR TO LAYING IN THE WALLS.
PLETE THE WORK, UNLESS OTHERWISE SPECIFIED. ALL MATERIALS
AS A RE SCIL- T OF THE SE CHANGES.
BE STORED IN A SAFE DRY PLACE. ALL WORKMEN AND SUB -CONTRACTORS PULL" WHERE INDICATED ON DRAWINGS INSTALL III ac -I GENERAL, THE GENERAL AND SUPPLEMENTARY. GENERAL CONDITIONS
3A-1 GErqEP�L THE GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS ARE
SHALL BE SKILLED IN THEIR TRADES. MECHANICS WHOSE WORK IS UNSAT 8. ?URTLAtjD CEMENT, SHALL CUMPLY WIT" A.S.rim. SPECIFICA- DIAMETER CHF40ME FINISH POLES. COMPLETE WITH ORACKEIS AND HOLDERS.
MADE AN INTE-�RAL PART OF THIS SECTION.' ALL J08 FORMED AND POURED ARE HEREBY MADE AN INTEGRAL PART OF THIS DIVISION.
ISFACTORY TO THE OWNER OR THE ARCHITECT, OR 15 CONSIDERED BY �THE TIONS C-150. HYDRATED LIME SHALL COMPLY WITH A.S.T.M. SPECIE ICA-
tHtRWISF CONCAF I E SHAL L BE PC ACE 0 AND C URED I N ACCORD W I TH I HE A. C . I . CODE , TIUN C -207, TYPE S. AGGREGA TE FOR MA SONR Y MDR I AM SHAL L r OMPL, Y 0. ALL ITEM-, OF
OWNER TO BE CARELESS, INCOMPETENT. UNSKILLED OR 0 OBJEC- FINISH HARDWARE WILL OF FURNISHED UNOFR a( 2 SCOPE OF WORK. CONSISTS OF FURNISHING AL.L. PLANT, W
A.0 . I . STANDARD 3 IS- 71, LATEST EDITION. LABOR.
TIONABLE SHALL..OlE REPLACED FROM WORK UPON NOTICE FROM THE OWNER. wiYH A.S.T.M. SPECIFICATION C-144. MORTAR MIX SMALL BE PRLPAREO SECTION,ioh, FINISH HARDWARE. AS SELECTED By OWNER, BUT WILL [If- AND MATERIAL TO INSTALL'THE ENTRANCE DOOMS AND STOREFRONT WORK
EQUAL TO TYPE M OR 5 MAGNOLIA OR FLORIDA MASON'S MIX. WATER SHALL INSTAtLED UNDER THIS SECTION.
AS SHOWN ON THE DRAWINGS AND/OR HEREIN SPECIFIED.:
iA t No BE ALLOWED TO SCOPE OF WORKL BE CLEAN AND POTABLE.
SIGNS OR ADVERTISEMENTS WILL
BE 0ISPL.AYEU WITHOUT OWNER'S APPROVAL.
E. -tiLIOL, FASCIA AND SOFFITt WOOD FASCIA SHALL HE NOMINAL I
A. IN GENERAL , THE WORK UNDER THIS SECTION OF THE SPFCIFICATIC)NS ac -A MATERIALS.
SECTION 2A, SITE PREPARATION, EXCAVATION c GRADING C. MASUNRY RE OUR - O-WAL -TRANSPARENT
NF OR C I NG, SHALL BE TRUSS TYPE
INCLUDES ALL FOOYINGS. POURED FOUNDATION WALLS. Ft.00R SLABS ON RED WOOD STAINED WITH OLYMPIC SEMI STAIN OR EUUAL. A. ENTRANCE DOORS SHALL FlEsEQUAL To KAwNEER SERIES 350
-7 WHEN REQUIRED, THE CONTRACTOR SHALL SUO-
iA SHOP DRAWINGS, OR EQUAL. .
MEDIUM ST!LEPDOORS WITH A MEDIUM BRONZE FINISH, AND
MIT WITH SUCH PROMPTNESS 50 AS TO CAUSE NO DELAY IN HIS WORK, LA I AND GRADE OR ON WOOD OR 57EEL FORMS, STAIRS, AND LANDINGS. COLUMNS, F. ExtitiluR WOOD TgImi EXTERIOR WOOD TRIM AND/OR SHALL BE OF STY L E .. N , USH AND PULL Pj.ATES ON BOTH FACES.
WORK OF ANY $US -CONTRACTOR), THREE COPIES OF ALI- THF. GENERAL SUPPLEMENTARY GENERAL CONDI- BEAMS, WALKS AND OTHER CONCRETE CALLED FOR ON THE DRAWINGS. 0. PRECAST CONCRETE ALL PRECASr CONCRETE LINIELS CLEAR RED WOOD OR CEDAR, STAINED 70 MATCH ADJACENT WOOD.
I OR I N THE LI NY F t St
IONS ARE MAOL AN INTEGRAL PART OF THIS SECTION.
y SHALL BE SUIT HINGES WITH SINGLE! ACTING
U HARDWARE
SHOP AND/OR SETTING DRAWINGS AND SCHEDUCES REQUIRED FOR HIS SHALL BE EQUAL IN STRENGTH TO THE PRESTRESSED AND PRECAST CONCEA(,.ED,OVF.RHEAO CLOSERS, DEAD BOLT AMC) THRESHOLD,
SHALL. a. SHLIP ON AW I NGS $HALL BE SUBM I TTED FOR ARCH I TEC T 5 APPROVAL, LINIELS MANUFACTURED BY CAST -CRETE CORP. OF TAMPA. FLORIDA. 6A -S CA.81NEIS
WORK, AND THE ARCHITECT REVIEW THEM WITH REASONABLE SCOPE OF WORK, FOR ALL -REINFORCED STEEL PLACEMENTS. ND Mll LWU8KL (SEE GLASS 1, GLAZING)
t PROMPTNESS, MAKING DE51RED CORRECTIONS, INCL.UOING ALL NCES
SARY REQUIREMENTS FOR ARTISTIC EFFECT. CONTRACTOR SHALL MAKE A. IN GENERAL. THIS CONTRACTOR SHALL 00 ALL SITE CLEARI 4Ai _HANDLING 8ND STORAGE OF MATERIALS, Ati. MASONRY ONITS A. FkJkNl'�H AND INSTAL,L ALL CABINET$, DRESSING (OUNTERS AND IT STOREFRONT SHA UAC TO KAWNEEP TRIFAC "450'
ANY CORREC7101,15 REQUIRED BY THE ARCHITECT AND SHALL FILE WITH NG 36-3 PRUPLjHIION,IrAG APID STRENGTH VALUES, SHALL. BE CAREFULLY HANDLED TO PREVENT DAMAGE BY (HIPPING. CRACKING. VAN ITY UNII 4AS ING CC HEM1,0
SHOWN ANCIDETAILED ON THE DRAWINGS. LINE TS SHALL FLUSH GLA 7
AND GRADING kEQU RED INCLUDING REMOVAL. OF TREES AND EXISTING, $YSTE WITH A MEDIUM BRONZE FINISH.
HIM I" CORRECTED COPIES. THE ARCHITECT's APPROVAL OF SUCH OR SO It I NG. BLOCK UNITS SHALL BE STACKED ON PLANKING WITH THE HAVE LAMINATt,D MICA PLASTIC FINISti ON ALL EXPOSED SURFACES.
OR V
SECT IONS SHAt L BE IN7FRNALL.Y RIFINFORCEP WI TH STEEL
ROUGH GRADING (CUT AND FILL A� CLA,�IES Of LUNCREIE1 ALL STRUCTURAL P6URLD CONCRETE SHALL BE
DRAWiNGS OR SCHEDULES SHALL NOT RELIEVE THE CONTRACTOR FROM FEATURES DESIGNATED REMO AL CELLS HORIZONTAL TO PERMIT FREE VEN71LATIUN
AND SHALL BE STORFO INCLUDING DRAWER AND DOOR FRONTS, SIDES. RETURNS, CDGES. ETC . SECTIONS IN ACCORDANCE WITH KANurACTURER'S RF.COM--
EXCAVATION FOR ALL FOOTINGS. BACKFILL UNDER SLABS. AND FINISH 3500 P, S . I , 5 TRIENGTH CONCRETE. SLABS ON GRADE AND FOOTINGS SHALL UNDER 40OF OR
H OR SPlFCIFICA- THIS CONTRA,�TOR SHALL INCLUDE AL.L. CABINET HARDWARE, PuiLS, NYLON MENDATIONS.
SITE GRADING). ROUGH GRAOINr SHALL BE COMPLETE OVER ENTIRE B E
TIONS. UNLESS HE HAD CALLED THE ARCHITECT's ATTEN71ON TO SUCH ROLLERS. AND M� TAL CHANNIT I (. ENTER GUIDE . MAGNE I I C CATCHE $, HINGE S
SITE. SEE CONTRACT U=
BE STOCKPILED AS DIRECTED TO BE USED L MATER h. RIAL SF UP READ D STOREFRONT WORK
DEVIATIONS AT THE TIME OF SUBMISSION, NOR SMALL.IT RELIEVE LIMITS SET IN DRAWINGS. CLIT MATERIAL SMALL 4DA-4 _ ETC. ALL HINGES SHALL HE SEC FCt 05 ING SYPE . SOL ID (.0t.ORFO OR Sc-tt INSIALLAIION. EN
81LITY FOR ERRORS OF ANY SORT IN SHOP CLRAW- STANDARD WOOD GRAIN FINISH ANT IHI(INFSS AS SkLECTED BY THE ED TOPLUMB AND TRUE LINES BY WORKMAN. SK I LLED
t?
IALS AS SPECIFIED, BUY SMALL BE FREE OF.ALL HUMUS, ROOTS, CONCRETE SHALL CONFORM TO
ON A. ALL MASONRY WALLS
INGS OR SCHEDULES, R CHANGES INDICATED SHALL HE TRUE AND PLUMB AND HUII 7 TO O*NCR, INIERIOR F INIS" OF At L CABINETS AND DRAWERS SHALL ETC
IN THIS TRADE. AC L W OR K S P I A 1. 1, R F DONE I N A C C ESP D A NC F MIT I T IT T HE
DEBRIS. ETC. EDITION. THE THICKNESS AND TO BONO PATTERN 'INDICATED ON THE DRAWINGS. WHITE" -.PRAYED ENAMEL OR LACQUER. THIS CONTRACTOR SHAij,
THE AENT PRACTICE FOR THr-
MANUFACTURFP'S RE(UMMENOATION�., AN
H ED, THE WALL SHALL BE LATE) INCk,UOE THE INSTALLATION Of THE ',INKS, AND LAVATORIES, ANO �,IAIN TRADE.
TRATION, OTHERWISE SHOP El. G CKFILIING FOR SEWERS, WATER, PLUMBING. 3A-4 FORMSi RH RM CULMSES WITH THE UNITS REGULARLY AND UNIFORMLY LESS STEEL $INK 14IMS qFuRNISHED BY OTHERS) IN HIS COONTERTOPS.
B ELECTRICAL WORK. PAVED DRIVES AND GEuERAL FORMS SHALL CONFORM TO SHAPE, LINES AND DIMENSIOMS ITH THE COURSIFS BELOW AND ABOVE, OMPLEf ION OF' THE INSTAt.LATllON
I NCL UDED LINDE P THE I A RESPEC T I VE SEC T I DNS OF THE SPE C I F I CA T I DNS A. tic - 5
8. OR A ME R CON TRuC T I ON *�HAt I BE At I WOOD W I I If M I N I MUM TH I CK THE CONTRAC TOR SHALL TMUROL)GHL YCLEAN AND PAUTEC t HISWORK
AS SHOWN ON THE DRAWINGS PROPERLY EIRACE OR TIE TOGETHER TO MAINTAIN
-9 ROYALTIES ANO.PATENTS, THECONTRACToR SHALL PAY FOR 8. CONTRACIUR 511ALL PROVIDE A 5" SOUAPE CLEANDUT HOLE IN
IA RE SS OF 1 /4 BOTTOMS. SIDE, AND RAT K . CAHINI IS SHALL HAVE
SUCH THAT IT IS READY FOR FINAL. INSPECTION AND ACCEPTANCE.
CLEAP.Lq�"
3
REMOVE COMPLETELY ALL TREC5. SHRUBS. PAVING AND SHAPE MAKE SUFFICIENTLY TIGHT TO PREVENT LEAKAGE THE FIRST COURSE OF ALL VERTICAL FILLED CELLS.
ALI ROYAI �A BACK S OF i I I HE R WOOD OR M A SON I T E W I I If ADE ODA rc, PROV 1 5 1 DNS V 01C XV
FE W G
ETION FOR THE OWNER. HE SMALL DEPEND ALL, WALKS. UNDERGROUND CONSTRUCTION, BUILDINGS AND/OA STRUCTURES, OF MORTA OVER MAS�NFTY� T C SLOUGITINGS SHALL BE C t SMOOTH AND ALLOwEQ To DROP TO ThE FOOTING ANCHORAGE: I -I WALL S. ORAWERS AND DOORS SHALL. BE A0JUStLU AFTER p
ac -6 &tta.L. THIS CONTRACTOR SHALL PROVIDE A TWO,.42)
X HO D STAKES AFTER POURING.
QA
S AI O N 'T O CABINET IN�TAI.k ATICIN TUN I FVkL , FASY AND FREL. UPCRATION AND U AINST FA IL LURE OF MATERIAL OR WORKMANSHIP.
SHALL SAVE THE OWNER MAR14LESS FROM LOSS ON ACCOUNT THEREOF. SHOWN ON THE DRAWING%.
SHALL BE ILUNSIRUC TED WE TH EDGE G 10( 5 ALL MAPS OE I- F � T S
A HATE SCRAI C HE E 1 '510 1 VL PATC Il Ell AIR F .
IALC CONSTRUCT CONTACT SURFACES OF ALI- FORMS FOR EXPOSED C. ALL MORTAR FOR MASONRY WORK SHALL BE I AID UP IN PATENTED MASONRY _L 11 UP E`17HlE,RWI',F MADE ACCEP
THE OWNER SHALL FURN- CONCRETE OF H.D. GRADE PLYWOOD AND No. I COMMON BOARDS FOR UNEXPOSED
IA -9 AND REGULATIDB5-L ISTING TOPSOI,L COVER SHOULD BE FIL,. TAR SIMIL AR To FLORIDA MASON'SM IX OR MAGNOLIA MDR TAR MIX. THIS INSTALL Pt A',fl(. SCRIBE ME MHLR AT THE INTFkSFC7ltJN OF CLIO ING S[t'rj0N eD, OVIPHLAO ItO601, tu
LESS OTHERWISE SPECIFIED. PERMITS AND ALL MOCK WITHIN THE SECTION WORK. IVE H T SHALL HE MIXEr, IN PROPORTION$ OF I PART MORTAR MIX AND WALLS- At L MAIL (.ABINE-7t, SHAki BE. SECUREI Y FASTENED TO
I IN,,
WITH VERTICAL JOINTS NOT MORE THAN ONE BOARD IN WIDTH. � ! , t � � " Din
LICENSES OF A TEMPORARY NATUPE NECESSARY FOR THE PROSECUTION H D S D D OPER Pt A-51TICITY. T FORCE OF 50 POUNDS PER LINEAR FOOT OF CABINET. 1 'PAL' SUP11"k I, ME 14 1 ANY
JIIL�_ JiLLA-L I THE GFNL AND 6f Nf HAL CUNI) I I IONS 7
AI OR BY THE CONTRACTOR. THE AREA BAL.KFIL.CF0 WITH CLEAN SAND. FOLLOWING THIS, COM- ALA MEASUREMENYS SHALL BE 13Y VOLUME. ANTIHYCk0 WATERPROOFING $HALL
INTEGRAC PART QF THIS'DiVI5ION.
TS LICENSES AND EASEMENTS FOR THE PERMANENT FACTION SHOULD BE ACCOMPLISHED THROUGH THE USE OF A TRACTOR. SL_,al, CONSTRUCT FORMS FOR FLOOR SLABS THAT WILL HAVL TIT.: ADDED TO MIXED MC),`?TAR ACCORDING TO MANUFACTURER'S SPECIFICATIONS C. HATH VANITY UNITS '�I,Ajt FOLLOW SPECIFICATION FUR (AH ARE HOW1,BY MADE AN
STRUCTURES. OR, PERMANENT CHANGES IN EXISTING FACILITIES U E)kPj�iFU EL),,F$ AND THAT ARE TO BE BUILT ON TOP OF GRADE. REMOVE TO REDUCE SHRINKAGE AND AID PLASTI NOTE, THE CONTRACTOR SHALL INCTI, AND BE AS DETAILED ON THE DRAWINGS.
FJRM� Al- If A CUNCRE TE HAS SET AND RUB CONCRE TE TO REMOVE ANY L INF S IjO Ll PILUL...W.Um - CUNSI :0% up It URN I SH I NJ, At. L FIE ANY.. L. AFTON
T UNtESS OTHERwISE IMOM CLEPYti OF TWO FEET AND TO NINETY-FIVE PERCENT (95%) OF OT ANTII VDF MORTAR THAN CAN 13F USED IN 3HOURS.
AND MA I f 14 1 At. f OR I TIE I NS I Al�( A T I LIN Of OV(RHFAO DOORS AS SHOWN
OR PROJE(TIJNS.
SPEC IF tED. THE CONTRACTOR SHALL COMPLY WI TH ALL L AWS AND MAXIP40M DENSITY As DETERMINED BY A S.T M. D.1557.70 MODIFIED
5DbMI I STOOP DRAW INGS SHOW ING At L. CONSTRUCT ION DE. ?A It % ON 1HC DRAW IN6�� ANO/UR HE RE IN 5;Pfc. IF It D.
P C S uB S ED ENT FILL P AC M NT I G 0 MORTAR JOINTS SMALL 13E 3,103" THICK. ETOTti VERTICAL. AND HOP I ION D I ME TV. I DNS NU 16 S, E TC FOR APPRnVAI PP I DR TO )PPL I C A I I ON.
HALL U L E F
BE MADE IN 12" LOOSE L IFTS AND COMPACTED TO THE SAME PERCEN- JA S HEINt URCING, TA, JOINTING SHALL BE V -JOINT HORIZONTAL S ANOFLUSH HE AD JOINTS WHERE
HE OWNER IF THE'DRAWINGS AND SPECIFICATIONS ARE AT
dU 3 1 A I
OF THESE LAWS AND REGULATIONS. U MA�UNRY MORTAR JOINTS SHALL BE STRUCK WITH THE FACE OR LA:INAlj-C) SHALL BE SEtE(TED FROM SAMOLES
ICA AS? A. MATERIAL t4ALt LIF COUAL I() THOSE MANUF AC TUREU BY
5 A I,) I C I. A S A U
&_ I: EANINGi CLFAN ALL REINFORCEMENT OF MILL AND RUST SCALE OR 6 .ER OF MICAPY fORMILMA ORPtIExUkIOIT
D E D
OTHER COATING BEF COHNE I k I RON WORK 5, 1 NC* . K I NNL AR RUL I I NG ODORS 014
IA -10 R ORK, PROPERTY H LA -5 EXCA ATION FOR FOUllbla!LL EXCAVATE FOR FOOTINGS. WALLS. ADJUST HEAD JOINT wlC>TH WHERE ACQUIRED To MEET " UFF J . U. W I L t,tJN CCIPP. UN I I S %HAL, L BE* CHA I N OPERATET.U.
O QUATELY PROTECT THE WORK. ADJACENT PROPERTY W SHALL BE TO LINE AND WIDE NLIMINAL"FINISH DIMENSIONS. S ATMENT SHALL BE DIRECTED
AcCURA O B BETWEEN THE: JAMUS MOUNTED UNITS
BC ONSIBLE FOR ANY DAMAGES OR ENOUGH TO PERMIT rORMING OF THE FOOTING SIDES, IF FORMING IS --------- XA�A.Ll"L LIN THE PLANS.
S AN SUPPORT IN A MARNE TO KEEP METAL AWAY FROM
U REQUIRED. FOOTING$ EXCAVAT SOIL AREAS, OR D He
AREAS EX OSED SURFACES . ONE ESS OT A W I SE SHOWN. P D I U C N ', I A I I. A I I ON. Nt- I A:t L A T I ON SH At L BF N ACCORDANCE, WITH
y 24
SOIL WITH ININ L. PLACE HORIZONTAL JOINT REINFORCING EVER VERTICALLY AND IN
DISTANCE BET M D POSED OR UNEXPOSED SURFACES ACCORO- F.Im�T BED JOINT BELOW WINDOW OPENINGS ACCORDING TO MANUFACTORFR'5 IN MANOtACTURE'N'S IN5TFIUtIION%.
EN OF WORKI THE CONTRACTOR SHALL PFPMIT AND GREATER DEPTH AS NECESSARY.
A C. I . SIANOARDS.
ING To
SCTION OF -THE WORK R MINIMUM 6" AT SPLICES AND IHl( K
UOITIES AT ACE. TIMES. ZA-6 BACKFILLIN�,
CORNERS. 1�1(;IIUN rA. BUILD ING INStIt.ATION 'y
NESS OF WALL AT
METAL REINFORCING, AL L RE I NFORC I NG BAR 5 SHAL�L HE 6 1 LL E T bl, L 7 1 ON BE 61 ASS AND (,I A/ IN(
STEEL DEFORMED REINFORCING BARS. FREE FROM SCALE OR RUST, BENT AND
F, UPON COMPLETI
IA -12 CHA THE OWNER MAY ORDITR (HANGFS IN A. BACKFILL UNDER SLABS SHALL NOT SE;PLACED UNTIL, At L -24,000 ON OF At L MASONRY WORK THE CONTRACTOR SMAL L OUR iA I T i 4E G C NE,44 A I. A NO 5 UP P L F ME N T A R Y 6 F N F R A L. C 0 N D I I I U N S
PLA(ECI IN AC(UROANCE WITH A.C.I. CODE WITH A MINIMUM FS
. THE CONTRACT SUM BEING ADJUSTED AC(ORDINGLY. ALL DRAIN LINES AN() ALC FOUNDATION WALLS ARE IN PLACE AND OI LL EXPOSED WALLS IN ORDER THAT SAME MAY BE READY ARE HEREBY MADET AN INTEGRAL PART OF THIS DIVISION.
LUND I 1 1 ONI, ARE: MADE AN,
E P. S. I . ALL REINFORCING SHALL CONFORM TO A.S.T.M., A-305, LATEST FO HER TREATMENT, Cj�j THE GkNIHAL AND SUPPLEMENTARY (,ENERAI- 0
ACCEPTIEO.
O CIAIMS BY THE EDITION. I NTI, GRAL PART OF T141S SE
GON!:, I ST S OF FURNI SHE NGS ALL FIE ANT , I AOOR
c I I (IN.
BA(KI'llL MA TER I AL UNDER SL ASS SHALL BE CL FAR SAND, G. THE MASONRY CONTRACTOR SHALL LAY OUT A STORY POCE BASED ON 8" AND MATERIALS REQUIRFO TO INSTALL THE THERMAL, INSULATION A.S
R I
ME5tl REINFORCING, ALL CONCRETE SLABS SHALL BE REINFORCED
B`Y THC OWNER n.P HIS H ND DEBRIS. M BE PLACFD,(N CUtjWSES, SHOWING ALL WINDOW AND DOUR HEAD HEIGHTS, ALL PLATE LINES SHOWN ON THE DRAWINGS AND/OR SPECIFIED HEREIN. Kui�JQLUIIIIL CONS I S I % Or It IJ1414 1511 NG At C. L-ABOR. AFIFIt, IANCES AND
NOT MORE THAN 6 " k A YERS. AND EACH LAYER THOROUGHL Y COMPACTED I RM IC . UNLE 55 07 HERW I SE NOTED ON THE MA TER I At. S to COMPt E TE THE I NSTAL LA T I UN OF Gt,.ASS AND (.I Al I NG OF ALL DOORS
AGENT. BY MECHANICAL. V O AND ANY OTHER OFFSETS OR PROJECTIONS IN THE MASONRY SHOWN ON THE
DW AND WINDOWS SHOWN ON THE DRAWINGS ANCL/OR SPE.CIF ifo HE El
D PLANS. SEC TIONS, OR DETAILS BEFORE STARTING ANY MASONRY WORK� R N
a
iA 13 CORRECT 10ti OF WORK, THE CONTRAC TOR SHAI L, OUR ING 'THE S I t Y A S OF I F P 14 1 NE D 8 y MUD I F I F. D PR 0 C T OR A . S . T . M. D - 1 5 5 7 - 7 0. A. THERMAL INSULATION SHALL OF SPRAY APPI TEE) URETHANE
13ACKFILL SMALL BE BROUGHT TO UNDER JA 6 M U LalUBI—EABILILEL OVER THE FNTIRE AREA OF SLASS ON GRADE
dL--L__ MA r L R 16 L S
q COURSE OF CON57RUCTION. A EXECUTE ANY WORK SLA13 LEVEL READY TO RECEIVE. H. LAY NO WET K1,0L., AND IF RAIN THPEATENS, TOP OF BLOCK WALLS FOAM 70 A NOMINAL THICKNESS OF ONE it'') OVER ALE.
t AY .006 INCH THICK POLYETHYLENE MEMBRANE E DUAL TO If V I SOUEE N, e'a I .
'THA T� FA ILS TO CONFORM TO THE REQUIREMENTS OF THE s AGREEMEN'T . DAMP PROOF ING HE MORA HE AND TERMITE TREATMENT. F OUNDA T I ON LAID THAT DAY ON To BE- C:ARWIFU UP THE NEXT DAY SHALL BE COVERED. ROOF SURFACE5 AND UP SIX 46") ON ADJOINING VVRIICAL
TURN UP MEMBRANE AT WALLS FULL A. Atf LLAS,, FUR THIIj JFI,�TALLATION
WAtL S SHAI, L HE AOf GOA TEL Y SHORED, OR BRACED, TO PREVENT MOVE LAPPING ALL EDGES 9" MINIMUM. WAt I, ',URFACES. THE FXPANOCD FOAM SMALL HAVE A SMALL OE
:FLOAT GNAOE SOLAR ".v t
BRONZE AS MANOP AC 7URLD
D ATION. DEPTH OF SLAB. 1. kfl.AOQCED FT NJMINAE. WE IGHT OF THREE BY TIT TYSBURG PLA TIE GLASS CC). . EQUAL
1. LED (ELL S IND ICA TED ON T11F DRAWINGS $HAL I HAVE 3 1 POUND PEP CUBIC FOOT. PRODUCTS O.F
OTHER MANI)FAC TUNE, Witt tit ACCEPTED.
�C.Tj,., OR HORIZONTAL REINFORCING AS NOTED AND CELLS SMALL HE
A. SHOULD CONTRACTOR AT ANY TIME BREAC C. BACKFILL �RCIVND 8UIL,DING SHALL BE FREE OF DEBRIS AND AA 7 PLACIN6 CONCHETEj 10, V FILLED WITH 3000 STRE14GTH CONCRETE. 13. ON tXTERICI LS, PROVIDE R 11. N 13 ON
PCF41METER JOINTS, WSJ,
T H PROMPTNESS, DILIGENCE COMPA(t(C) IN LAYERS NOT YO EXCEED 12" IN DEPTH. A 10 FIEJFRrCA5 BATT INIEGRAL. VAPOR FOR LAULKING AND SEALING AIL 110ontic I S 3.
INSULATION WITH 4,'
A. NO CONCRETE SHALL BE POURED WITHOUT FO C
Y OF THE REOUIREMFNTS AT ALL, RLSLAFICH CU, . ROOBI A (:Akl,.K 500D, ON OTHER EQUAL AND .', I M I L A A NON HARDENING t
CA NT I L E VE RED OL OCK SE C. I I ONS USE HEIR I ZONT AL TRUS S T YPE BARRIER AS CALLEO FOR ON DRAWING:
HEREOF. OWNER MAY ACCORDANCE Wilti LOCAL H Pociouc. I. USE PRikcR NO, 6 BY SAME COMPANY to PROMOTE BETTER ADHESION TO p
IN LAW (OR, IF NOTICE OINT REINFORCING AT F VERY _LjQ&j_ZjjUj_&L JOINT. HE �jn,
BY THE FINISH LEVELS AS SHOWN. THE ENTIRE AREA SHALL BE LEVEL FORCING SMALL EXTEND INTO ANY ADJACENT FILLED CELLS. C. APPI, ICATIUNt URETHANE FOAM SMALL SE 'iPRAY APPL TED TO GtASS_
BEIREOUIRED LAW, THEN AFTER FORTY EIGHT (48) HOURS WRITTEN
CONCRETE SHALL BE LY AS P05SIBLE IN I IS
NOTICE EITHER BY R BY POSTING INL SOME CON O EOUIkFO SLOPES OR TERRACES TO RE UNIFORMLY CLEAN. DRY SURFACES. SUCCESSIVC COATS AS PEQUIRFD
O CONS TFHJC TIUN JOINTS RE-
AS F SHAL L HE APPL I ED A I P I GHT ANGLE 5 TO THE PRE V I OUS C, SCAL 1: F? A I VER T I CAL. BUT I JU I NITS I N GLA 55 SHALL. BE CLEAR SILICONE
OLLOWS- AND CAREFUL1, Y F DIMMED. READY TO RECE I VE PLANT ING. L
M
AD HE S I VE A 5 MANUf A C I UPC D 13Y OUPON T. OR GE NET MAL F. L IE r TR I C .
THE STRENGTH OF THE STRUCTURE. COA r . THE APPLICATION OF INSULATION MATERIAL 5HALL
D RIALS. SUPPL'IE5. EQUIPMENT AND 4A_j__LLEMjjf TREAIMENI OF I , U 5 E BE CONSIDLRED AS ACCEPTANCE OF SURFACES TO HE COVERED.
d-
B C E RK I LSION IN THE FOLLOWING QUANTITIES 70 TREAT CONCRETE SHALL BE DEPOSITED IN HORIJONTAL LAYER$ N07 GLAZE J�A_j
O Y MONEY I He N
SA14E AD THE SOIL AND FOUNDAl ION WALLS UNDER FLOOR SLABS OF BUIL DING 1 0. UP
THEREAFTE ON OVER IS IN DEPTH AND THOROUGHLY COMPACTED BY PECOGNI ZED IANDARD 3 PLY BUIL t ROOF OF 20 YR. BONDABLE A. rFik CONTRACTOR SHALL TAKE AND VERIFY ALL MEASUREMENTS A T THE
I YFIE WE TH 0141 TE MARBUE (HIP YOPP ING SHALL OF S 10
A. Tf,"Lk (3) GAL. EACH OF 10 LIN. FT. (I FT. WIDE STRIP) METHODS OF MECHANICAL VIBRATION. bUiLOING AS MAY Ell, NECESSARY OR REQUIRED. INCLUDINC, GLASS SIZES INDICATED
SICIIUN SA. ME TALS AS At.TERNATE NO. 1,
2. TERMINATE THE. LMPt UYMENT OF THE CONTRA( TOW, ENTER AT bUTH 5IDfS OF ALL FOUNDATION WALLS, SLAB EXPANSION AND ON THE DRAWIN6%. UP GIVEN . IN ANY SCHEDULE PROVIDED BY THE CONTRACTORS LU m
UP J pi THE O GREGATE �CEMENI , ANU WA TER -(EME NY
THE PREMISES AND TAKE POSSESSION. FOR OST, IN CUMPL t T ING CONSTRUCTION JOINTS. AND WHERE PIPES PASS THROUGH THE FLOOR. FURNISHING THE WORK IN WHICH 6(ASS IS 10 BE SET. tit' SHALI, FIE AlEbPONS,18CE f j
'THIL -ORK, Ul� ALI, SUC FUDDLED
THE MATLI411ALL" RATIO SHALL OF CRETE THAT CAN OF ON OF
S, SUPPLIES, YUOL,,l, tQuJslmLNT THE bi�flbkAk ANO SUPPLEMENTARY bfNCRAt SE c I I ON 16, ROOF ING SE E Al T . ABOVE I FOR At L F IFILD 0 1 ME NS I DNS. ALL; F I I I I NG , AND THE PP
CONDITION'; ARE MA()t
OF THE CONTRACTOR THEREON AND COMPLETE THE B. Iwo (2) GAL. EACH 10'LIN. FT. OF WALL APPLIED TO READILY INTO CORNERS AND ANGLES OF THE FORMS AND AROUND THE AN INTEGRAL PAR? tit, THIS SECTION. ALL WORK INCLUDED HFILIFIN.
REINFORCING WITHOUT EXCESSIVE SPACING. SEGREGATION, OR UNDUE
U AI 0 A t I A V E S A M F. C 0 M P L E I 1- 0 ki Y 0 T HE A 5 1 A NO 6 C. 1, 1 A h L 1. 10 C L) N F CONCRETE BLOCK FROM TOP OF FOOTING 113.11 THE GUNEkAt. AND SUPPLEMFN I ARY GENERAL CLINT) I I I (VMS
TRACTOR FUR NO FURTHER PAYMENT UNDER THE AGREEMENT ONTIL COURSE LeVIN WITH SLAB. ACCUMULATION OF WATER OR LAITANCE ON THE SURFACE. IN NO CA SE 8. ALL GLAZING SHALL BE DONE IN ACCORDANCE WITH THE DIREC TIONS
Sf tLL PRLIV I DE At I MA YEA JAL 5 AND I AHUR F OR At I ARE HEREBY MADE AN INTEGRAL PART OF THISDIVISION,
SA I
FINAL PAYMENT IS DUE. AND THEN ONLY IF AND TO THE EXTENT IIIAT ShAL L CONC. RE TE BE PC ACED WH I CH HA S A SLUMP DO 7 5 1 DE OF THF F OLLOW Of! GLAZING ND OF GLASS, MANUFACTURERS. BY MECHANICS SKILLED
STRUCTURAL STEEL M1%CP.Lt ANEOUS METAL WORK AND ROOF OE(K, IN A(CONDANCE
H - HALF ING LlmitS. AND SPIE L I F I CA I IONS, INCLUO I NG ANGLE S, 13F AM$, fWUSSES ia:-L _. -SCIJPL Of WURK. Pt. ANY I APOR A FIRST CLASS AND wAVC-PPROOF INSTAL-
H PAID ClNOFR THE AEotf, C. ONE AND ONE (I GAL EACH 10 SO. FT. UNDER IN THEIR TRADE. IN ORDER 70 PRODUCE
McNT EXCEEDS THE EXPENSE SLUMP IN INCIJU w I Tkt I HE DRAW INGN CONSISTS OF FURNISHING ACL
CATION SATISFACTORY To THE Age ME iect
OF THE OWNER I N F I N I SHI NG I HE WORK CON(RE If Ft OUR SL AS AREA OTHER THAN. WALL S. JO I NTS, AND WHERE I, Ot uMNS, C HANNLL %. Pt A 16 1, 1 HOL. TS, AN( HORS, 9C At 1, A S SHOWN , IN THE AND MAL TER I At 10 1 NS TAL L I HE S I L I CONE RUBBER ROOF I FIG A S SHOWN'ON
PART Of' STRUCTURE MAXIMUM
PASS -ROUGH FLOOR
PIPES 7 ()RAW I NGS 014 NO TED I N THE SO 5PEC IF I C AT I DNS. M I SCELL, ANEOOS ME I At. WORK THE DRAW/ INGS AN[)/(,)P HERE IN SPEC I F I FD.
ReINFURCINC, FOUNDATION FOOTING$
d. IF THE AMOUNT EXPENDED BY OWNE- dE-& HALL tit: FROM 1/4" FLOAT GRADE PLATE GLASS CUT
R UNDER (I.) ABOVE OR THE AND WALLS 2 4 So-IAti. NOT INkt0DF ITEMS INCLUDED UNOLW OlHfQ SECTIONS OF THE SPECIf ILA
Cost OF 11. SHOWN ON DRAWINGS, WITH ALL EDGES FACTORY BEVELED TO A SMOOTH
COMPLETING THE WORK UNDER (2. 1 ABOVE EXCEEDS THE TIONS. I L R I A, L SIZE S
THE AGREED PRICE_CONTRACTOR SHALL PAY OWNER SECTION 2B PAVING S, SLABS. BEAMS 2 5 INISH. SUPPORT EACH MIRROR wITH MINIMUM OF FOUR BRACKETS.
A. MAIEWIAL SHAk'L' RE EQUAL To GENERAL. ELE( TPIC Sit ICONF
COLUMNS 3 5
SUCH EXCESS. WOHK INCLUDED1 cc
SA (;UNSISTS Of FURNIS,,ING At 1, LABOR, MATERIAL S, RU8EIC.P ROOF ING CONSISTING OF A BASE COAT Oil SCM 33oa
SIDEWALKS. SLABS ON GROUND 2
JL REM
L JANCES to 01-L IVER AND COMPI FIE THE INSIALI ATION OF ALL THE t 10YAL THICKNESS NOY 5 UPON COMPLETION, IHIS CONTRACTOR SHALL QVE ALL
C. SHOULD CONTRACTOR AT A O GENERALL THE 6ENCRAL AND SUPPLEMENTARY GENERAL. CONDITIONS MISCELLANEOUS METAL SHOWN ON THE DRAWINGS ANO/OP SPFC,IFIFD HEREIN TO BE J.E�,S THAN 16 MILS.
FSSCOMPOUNO , MARK INGS. OR LA13ELSI CJ�EAN
MATERIALS OR 3A-9 CURING SURFACE, OF STRUCTURAL
SUPPL IES O�LCI IN SAID WORK WHEN DUE , OWNER MAY. ARE MADE AF4 INTEGRA( PART OF THIS SECTION. THIS CONTRACTOR D CON SURFACES SOILED By GLAZING OPERATIONsf POLISH ALL GLASS. ANDLEAVE THE
SHALL BE RE 1,PONSIFILE FOR THE PROTECTION OF ALL EXISTING CRETE SHALL 13E KEPT MOIST FOR A PERIOD OF AT I, LAST SEVEN ( 7) wORok IN PERFECT CONDITION,
_L&L�Lj %IEEL SHAt.L (ONPURM TO A.S. I M. SPEC IF ILAtIONS
APPL iCATION, SHALL FIE My SPRAY APPk l(ATION OVER ORETHANE
ENT. IN HOT WEATHER EXPOSED CONCRETE SHALL HE a.
AT HIS DISCRETION, AND WITH THE CONSENT OF CONTRACTOR PAY AT S TRU, T URE S AND U I I I. I T I E 5 ENC OUNTERED I N THE PROJEC T . ANY AZT, GRADE 6S 35 FOR CASE STEEL, A 5.T.M. A 16 FDA STRUCT614AL STEEL FOAM SOB SIPATf. TWO COATS REQUIRED AS PEP PREVIODS
WET DOWN TWICE WEEK.
THOROUGHLY DAILY DUF41NG THE FIRST
ANY TIME CLAIMS FOR LABOR, MATERIALS AND SUPPIC IES USED IN DAMAGE CAUSED BY THE CONTRA( TOR OR HIS OPERATIONS $HAL I, BE A.S. T.M. A502 FOR RIVE T STEEL, AMC) A.S.1 M. AI107 FOR SIANDARL, STPFNGTII PARAGRAPH, I F AN lNlu OPON COMPLETION. THIS CONTRACTOR SHALL, REMOVE ALL
STAINS.
T REPA IREO 8 Y THE CONTRAC TOR w I THOUT COST TO THE OWNER . OTHER ALL VERT I CAL SURFACE 5 CIA It, Y FOR SAME PER JOD OF 7 IME A I, I GO I o
DIRT. LOT( ES S C UMPOUND, ' MARK I NGS. OR L ABEL 5 1 CLIE AM AND WAS11 ALL
ACTIVIII�1., MAY BE IN PROGRESS CONCURRENTLY AT THE PROJECT til - '4 ILL LAN UP, IT HE 5 CON IRA(: I OR SMALL BE PESPONS I ME F r HA SURFA(ES SOILED BY GLAZING OPERATIONS. POLISH ALL GLASS, AND LEAVE If*
BE TINTED FOR IDENTIFICATION.
-AVL COMPOUNDS SHALL. BOLTS. wORK IN PERFECT COP401 TION.
CURING COMPOUND MAY BE USED IN (IEU OF FREOUCNI WETTING. CURING
11. . h : W
OF HIS M ADJACENT
0. SHOULD CONTRACTOR OEI t IN ANY OF THI, PROVISIONt, I TRACTOR SHALL SCHEDULE HIS ACTIVITIES To SA -4 WORrMAtISHIP--,�tiU--INSTALLATIUNI, THE REMOVAL OF ANY OVER-SPPAY OF HIS MATERIAL-, FRO
OULD OWNER EMPLOY AN ATTOPNFY TO ENFORCE ANY CAUSE, THE LEAST POSSIBL�E INCONVENIENCE TO THESE OTHER ACTIV-
RN OF .. TO COLLECT DAMAGES FOR EJWEAC� OF HIS ITIES. 301-10 EINI5fli ALL INTERIOR CON(kETE FLUOR SLABS $HAI L RE-CEIVIT MATERIALS, AND THE USUAL CLFAN UP PROCEDURES 10 LFAVE THE
STEEL SlIALA OF WEI, I FORMED It) StIAPE AND '�IZF . W I I 'i SHARP L I Nf I� I
STEEL TROWEL FINISH. %HAL I
ONTRACTOR ANO HIS SURETY A
O� AFI�.LES, SMEARING AND PONCHING LEAVE (JEAN. t"Of INF5 AND
SUCH RLA50NA13LE ATTORNEY'S FEES AS HE MAY 2g_I CLEARING AND GRUBSINGI CLEARINC.'
SOWF` AC F S - WELL) AND RIVET PEPMAJt.FNT (ONNEC11,04%, IB 5 S CONTRACTOR SHALL FURNISH TO TF417 OWNER
CONCRE TE SO Ae$ AT ENTRYS AND WALK 5 TO NIECE I VF I, I 4HT BROOM F I IN I SH
EXPEND YMEREIN, AS AGAINST THE OBLIGATIONS HE THIS PROJECT WILL BE DONE UNDER
zREIN CONT'AINEO SUCT A WRITTFN GIJAPANTEE (OUNTERSIGNED BY THE GFNEPAL. CDNTPACTCLP,
APPLIED AT MIGHT ANGLE TO FLOW OF TRAFFIC.
O l,
SURETY WA IVE ALL RIGHTS It) EXEMPTION. ING� B. ME TAi ',HAI 1, (it (I EANFD OF ALL All, 0 $IALE AND FIL)"Y AND LksQ STATING THAT ALI POOFING AND SHEE.Y METAL WORK S"Al V HE ABSOLUTELY
S Ati -At ',,HAI A((F
f Al:t LEF 7 %M00TH HEF ONE PA TNT ING NE I Ai NO I (, VANIIEU O PERIOD OF THREE YFARC, FROM DATE OF �PTANCE,
AYMFNTS SMALL BE MADE AS PROVIDED IN THE JA 11 NSIST OF TWO I, SE 7 S OF F OUR 1 4 1 (if C, I Vf, N ONE Sl,Ufy I DA 7 UP AN APPROVED f1141MYR AND THAT I -F WILL. REPLACE, AT NO COST TO THE OWFIFR, Att, DEFECTIVF: SECTION IA, PAINTING AND FINISHING bells
CYt.INDERS EACH OF MAJOR POURS, I.E.. FOOTINGS, COLUMNS, BEAMS.
M A I F P 1 A c I, A NO, UP WORK MA NS IT I P N T OUR I NOm T HE:
SMALL CONSTITUTE O IMS BY THE ONWER. OTHER A. HIS HALL PERFORM ALL. GRADING PfOUIREO
BREAK CYL ENDERS AT SEVEN 1 7) AND TWFNI I E IGHT I ?a I DAYS. TESTING
U
GAL AN I ' I N�, HA L UNITDRA, III A S t A NDARO S A 1 .1 1 AN(l I tit, JE.RM., OF THE C,UARANTEF , THI�, SHALL AL.10 INCLUDE ALL. (D%`T (IF I ''I 1 .1 " ' . .
G FROM UNSCITL,FU LIENS OR FROM FAULTY WORK TO CONSTRUCT THL PAVEMENT TO THE GRADES AND THE TYPICAL CROSS LAO TO HE SELECTED AND PAID FOR By THE OWNER. U ",�BALL THE GkNEMAt AND SuPPCFEMCNT�AAY GENE N RC MADE AM
AIS) AS APPi I(AkBIE 14FAIIEP (OATINGS WlIfRE SPC( IFI(ALL Y SPIE, 11 iED REPAIRS O� PFPtA(EMFN`tS I() ANY MATERIALS. DECORATION UP OTHER
HR IDD S ON THE P(ANS. IN ALL CASE,,'GPAOING SHALL INTEGRAL, PART of T'HI$ SE C I I ON.
OT,,Fi4l.I$E I AF Ifo tt 0IN6, RkPAIN Flt -PNCE) (.OAIIN(,S 01 ME TAI, 1 11 1 T I, F IN] SH DAMAGE 0 By T14F OUFF(T%.
O OR
T BE PERFORMING FOR THE rULL WIDT?l OF THE DRIVES AND PARKING ZINC OR APPRO01) PWO011k I
DE AND STILL UNSETTLED. PAYMENTS OTHERWISE AREAS. R O SECTION 3B, PRESTRESSED CONCRETE
IHLD ON ACCOUNT OF DEFECTIVE WORK. NOT REME- BE USED TO FILL LOW BUILDING AREAS. AS DIRECTED By THE OWNER. I SULA I 11W W,fkRC IMF (ONIA( I
5A 5- OF D I SS)04 I I� AP ME TAL 5 MA I AO',E
, DAMAGC -CONTRACTOR OR REQUIRED U
HE WORK NDER T H I S' SEC I ION I NC L CiDE S ALL Fitt 'a,
BY THE Sue TO OTHERS rLF(lTRJk_YSI5, AND WHERE ALUMINUM COPPER Witt CONTACT CONtPj It:
NOT ADJUSTED, OR FAILURE TO MAKE PAYMENTS PROMPTLY 10 SUR - B. �INISH GRADE$ ON DRIVES AND PARKING AREAS SOIA,t HE 3B-1 GENERALi THE GENERAL AND CONDITIONS f -IF CONTACT SOFA(V PAINTING. CAULKING ItNtERIOR AND EXTERIOR) AND RELATED ITEMS NEC FSsAP Q
SUPPLEMENTARY GENERAL IMORTAR OR PLASTER. OF THE. METALS E. rP A,
ORKED TO ',POT GFIAD SHAL I RE FA TF�(, T13 COMPLETE THIS WOAK SHOWN ON THE,DRAVIINGS AND SPOCIF TED. j
CONTRACTORS OR FOR MATERIAL OR LABOR. ES AND/CR CONTOURS SHOWN TO PROVIDE row ARE HEREBY MADE AN INTEGRAL PART OF T I L111— NJY LESS THAN Ofi ,EAVY I.OAT OF AN APPRQVFQ EITTUMINOtl' PAINT
I. APpO_I(
OSITIVE SURFACE WATER DRAINAGE� AL L �,,RF ACE S OF F F P"tj,_jI, ME I A I . F Xf, E P I WHE N I I W br OA T ED OR MADE OF NCIN AT16N SHALL BE, By BRUSH UNLESS 0
iA 16 CONIR4,CTURS LIABILITY 'TOURANCE1. THL CONTRACTOR SHALL TRANSPORTiNr CCWk05IvE STEEL SHALL Hk (LEANED ANO (,IVEN A N)AT OF PItTSAORGH IRON ';F(.Ti(,IN PA. wiTno OTTORI; THERwISE A:PPROv
MAINTAIN SUCH AS WILL PROTECT HIM FROM CLAIMS UNDER 3 DL_LLKft"_K_ B 8 S L THE OWNER. APPL I( A I ION By FICh t CA I S HEREBY APPROVFC�
INSURANCE T HIDE INHIBITIvF RED PRIMER PAINT, 00 FGUAt, kkjj�l INHIBITING PRIMER.
WORKMEN's COMPEN
FO PRESTRESSED CONCRETE STRUCTURAL UNITS SHOWN ON THE DRAWINGS ANO/OR PRIOR TO St,IPMEN7.
2. THE PAINTING Y".
BECAUSE OF bL)OILY INJURY. INCLUDING DEATH. WHICH MAY ARISE A. G REA., AND OPIVFl. SPECIFIED AND AS SHOWN ON THE WORK IN GENERAL INCLUDES ALL EXTERIOR FER49US
FROM THE PAVEMENT I O U R UNER&L,tt lHF (,FNFRAL ANO SUPPLF.MFNIAPY GFNFPAk ComoiYsnN% APF METAL AND EXTERIOR WOODWORK. INTERIOR FERROUS METALS. INTE41op IWO
ONS UNDER HIS AGREEMENT, WHETHER SUCH BASE COURSE SHALL CONSIST OF A 6" THICK 0 WORK
FABRICAI ali. 6tjO _L_qLLI_LUAL T.i�., CON71RA(tnp SHALL TAXF AND MADF AN INTFI1,MAt rAOT or 7L411; rrr YtCoN, (INCLUDING PRIMIN6 AND BACKPRIMING OF WOODWORK SPECIFIED IN OTHER
HIMSELF OR BY EITHER OF THEM.- THIS ;NSUP- LIMEROCK 8A',E CONSTRUCTED ON A STABILIZED SUHGRADE. THE SUBGRADL SHALL S'ECIFI
38-3 HE VERIFY AIL MEASUPFMFNT� AT 1�4 SWILDING At, MAY SE NCCESSARl On
CATION SECTIONS) CONCRETE MASONRY. GP O, AND OTHER ITEM.
TTEN FOR NOT LESS THAN THE COVERAGE AS ALUE OF 40 P.s.l. T HE 6" BASE NOR
REQUIREG BY LAW. CER I IF I CATES OF 5UC M I NSURANCE SHAL.L BE COURSE SMAL.j BE COMPACYCO 70 A MINIMUM DENSITY OF 981 OF T,�E THEO GENERAL CONTRACTOR SMALL BE RESPONSIBLE FOR PROVIDING THE FOLLOWING RE Ou I RE D - HE IL—Al C BF WE S004" 101 E FOP At 1. F I F LD 1) 1 FENS I ON%, At I, ffA_l__HRK_..lNCUDEDA F JIRN I IHI Nfl, 001 At L DnITIVS A I; SHOWN FIR MAL IF PEOU RIN A PAIN INI$H UNLESS OTHERWISE ACCEPTED.
B FltTTI-GSBANOUE�,E Flk0Pt%AT,yAl,HMhNTRUF', ORKFINCLUOFE) �14F.RFIN. rrF r I r I F 0
FILED WITH THE OW Y
ENCEMENT OF THE WO A. STRUCTURAL ANCHORS. INSULATION AND ROOFING W P To F 8 IT IN WIT If MA�,ION Y IIA� I WEE
uRN t qHF n N AMPIF
13, ERIMf ("I." PRIME COATS SPECIFIED
SE I AND OC100"' SMALL MET or THE, I zF %. THIrl(NICSS
a. F 7 1 ME A NO BE )Wt D IN Ot A( E f x(FPT w -FRE nTI,FR*l ST. IIA�_Z_MAJLR.IAL�u HEREIN SMALL BE REQUIRED 00
Al -17 LIENS1. THE FINAL PAYMENT BASE COURSE. It SHALL f D SES AND ITEMS DELIVERED WITH PRIME OR SHOP COATS ALREADY APPLIED., (SEE DYME
SHALL O A
TIL THE I OR REGLIIRE(� TO 81, kJtJIkT IN METAL WORN SHALL HE FASTENED
VEL STRUCTURAL SU 5PE ( I F I It D . TYPE.; TfJnlrATFO ON TMF nPAWINGS, %HALL FIF or ?MF CONSTPUCTIU14 SECTIONS OF THE SPECIFICATIONS FDA
SHOP WORK I
OR HAS CE� IVIERED TO THE OWNER A COMPLETE RELEASE OF N , YD� OF CUT BACK ASPHALT, GRADE TO CONCRETE OR MASCNIR, WIT" EXPANSION OR toGGCE ITOL-7s. FAS115NINC, AND SPF(TF' MFPFINArTF9? -,PF( JrJFO AND Or THE GRAOF 'PP.( Irif
OU S D
N FULL IF REQUIRED 70 EIL'OT O TO WOOD PLOGS IS tLO PCWMI51116L WOR. SMALL HE INSTALCED IN (ON ALl PIF FAMPICATEn WITH WAYFarvenor AE)HF-,IVF-.
COVERING ALL LABOR AND MATERIALS FOR WtIlCH A LIEN CDUCD 13E ITEMS NOT ACQUIRING A PAINT FINISH, FIE
UP EXCESS ASP -ALT
LO PAINTI NG SHAL I, NO I BE
FUkMITY With THE MAN�)( .( TOMER'S OIRF(TIONS 4NO/OR THE BEST CORREN't GLAZITO D()ORl %.At L BIT QAhMFTFO AND vIpOvJp
B TISFACTORY TO TH D TION OF THE ASPHALT, USING CLEAN COARSE LOCAL SAND. ro WE rH GLASS REQUIRED ON Irif F
PRA( I IC E TO PROVA DE A 1 N 5 T I I AS$ 4C8 tk.QWINGf COPPER, BRASS, ALUMINUM. STAINLESS STEEL.
AGAINST THE LIEN. PCAOY FOP GI.A?TN6 MY OTHrn%. ALE IN\FAI()n A,NI 7% TO AF ppr.qvMG PL,ATED METAL, ACOUSTIC CEILINGS. CHINAo CONCRETE WEARING SURFACES, MFCHAM�
D FPAMFS ?n ME NOMINAL IWtDlM A'S PFOl)I"FDV Or ICAL 4RADES PIPING. DUC
28-q THE SHALL I'M IS, ETC.. WHICH ARE FURRED IN OR —OT
SURFACE COIL SURFACE COURSE CONSIST OF. A I C" f 10 A% r)rTAILFD ON THF DPAWJN(-.-;. SUPIED. PROJE NO.`
ANV DISAGREEMEN H S C IS RIAL SHALL
O EACH THEREOF SHA YHE REQUIREMENTS OF THE STANDARD SPECIFICATIONS 0. DRYWALL tUPFACES ARE SPE
CIFtED TO RECEIVE A YEXTURED COLOR r I ME s"
TRATION, ANL� JUDG TE O F. OPENINGS FOR STRUCTURAL AND MECHANICAL WORK, (BY E REC TOR I A, INDIVIDUAI, Fgtfwlr)k ft,,Q� DOOW�� SHALL, #36 SOL 10 COME IYP( FA0PI AS SPECIFIED TO BE APPCIED ON DRYWALL. PAINT FOR DRYWALL SHALL BE SPIECl-
-I AND HAVE SIR( H F A( I VENCt,R1, f OR
A I ED I 111 *A TER RE 51 S TAN t ADH( VE t, FILD IN this SFCIION ALSO IF AT CONTRACTOR'S , OPTION 'AT
IN THE COURT OF THE FORUM. STATE OR FEDERAL,
SMALL HAVE MINIMUM HUBBARD FIELD STABILITY OF 2,000 POUNDS. BEFORE TEX TURE SURFACE ONC y
38-4 MAUR IALS , PREST TRUC TURAL LIN I IS $HAL L BE
ANY RIGHT OF LEGAL ACTION
T I ON. IT 15 MUTUALLY PRECEDENT TO APPLICATION OF THE SURFACE COURSE, THE BASE COURSE SHALL BE eROOMFO NAYRUAI F INISH. SIMILAR ANC) 10tJAt TO DOOR MADE BY MTNGVk OR WILL Of APPCIED UNDER N L AND FINAL. PA114T FINISH 8
DESIGNED, FURNIS D I Ol WL ANOU AS PART OF THIS SECTION.
E DONE
H R MAY HAVE AGAINST THE OTHER. CLEtN AND A LIGHT TACK COURSE OF ASPHALT APPLIED. SECTION BA, CARPENTRY AND MIj(WOPK
TION SHALL BE HELD UNDER THE STANDARD FORM OF ARBITRATION
N
SIA -2 PAINT MAIERI
MERICAN INSTITUT H 48-5 CURBS, UNLESS OTHERWISE SPECIFIED. SLABS SHALL BE DESIGNED IN ACCORDANCE H. INTERIOR F, USH DOOPS SHAI I OL Hot LLOW CORE TYPE DOORS SHAL.I. BE
H E ESSED CONCRETE INSTITUTE's STANDARD SIMILAR ANO EQUAL To PPDOOCT OF CURTIS, MFNGFt. OR LOCKLANOU AND '..�HAI.k
THE RULES OF THE AMERICAN ARBITRATION ASSOCIATION. GENERAL, THE GENERAL AND SUPPLEMFNYAPY CtFNFI*AL CONnTTJnNp ARE
14 A V E 6 1 R k. H It A t: 1, V t ME F A S 14 F A D Y F OR F I IN I %H. A,
A, CURBS SHALL BE 6" X 16" STANDARD CONCRETE. D E ART (IF THIS SEeTION. As A STANDARD OF KNOWN QUAL I TY AND FOR CONVENtFNCE -OF'DESCRIPTION, V..
MEET THE STANDARDS OF THE A.S.T.M. A-416, LATEST EDITION. MATERIALS AS MANUFACTURE BY BEIiIIJAMIN MOORE F
I ol,
_AS5IGNmFNT, CONTRACTOR SHALL NOT SUBLET, HAVE SEEM SPECIF IED.. MATERIALS
E a. THE SOIL BELOW CURBS SMALL EIE,STABILIZED TO A DEPTH OF 6" FOR IIA -1 ItiSIALLATION, DOOMS SHAL L BE. F I I TF D 'TO THE FRAME S W I ri� 1/ 1 6 O. . PITTSRUAGH,
3B-5 I 95A - I COPE IT WORK, PROVIDE ALL MAYfQIAI_S AP40 LAMOR NFCESSAPI �OR GLIDDEN WILL BE CONSIOEAED,EOUAL.
B NOM ORAL CIL F ARAN( E A T HE AD AND JAMBS AND I /A AT THE S I I I. RLJMJ�IvE oki I, COLORS ARE TO BE SELECTED BY THE OWNER.
WITHOUT WRITTEN CONSENT FROM THE OWNER. A MINIMUM FLORIDA BEARING VALUE OF 50 P.S.I., AND 17 SHALL BE COM-
PACTED TO Y51; OF STANDARD " PROCTOR"OENSITY. QRD Pt FTE ALL THE ROUGH ANDF INISH CAMPENTP� ITEMS. AS EVIDENCE OF MACHINING FROM THE, JAMBS.
SHOWN ON `TME DRAWINGS. OR SPECIFIED. OR INFERRFD.
JA-20-.O.S.H.A., THE CONTRACTOR IS RESPONSIBLE FOR COMPL 1. kl� N H B TS RESEARCH COMPANY RUBBER CAULK
313-6 H T ALL WORK INCLLJDFS ALL MILLWORK, BUILDERS HA . RDWAPF, rOMM WORK, ALL FRAM-
F IN 28.6 CTOR SHALL MARK F -F T ING IIA1,1I G L O MS SHALLr BE GUARANTEED By rtu MANUFACTuRFR
0 FOP OTHE RD 5 00U. PRIMER FOR MASONRY JOINTS SHALL OF MADE BY OR* RIECOMML-NDED B Y THE
D WI FOP ONE YEAR AGAINST wARPAGE, DEFECTS OCCURING WITHIN ONE YEAR PD MANUFACTIJAEA -T`
HEALTH ACT, LATEST EDITION, WHEREIN IT APPLIES TO'TMF WORK PAI OF THE CAULKING COMPOUND USED
C �IN THE WORK. NON-IMPREGNATIED
HI O �,HALL BE REMOVEO By REPLACEMENT. IF NECESSARY, REPA IRS PEE AT IvE THERETO
S OA -2 FRAMING LUMBERt JOINT F ILLER (FOR EXPANSION JOINTS) SHALL BE PROD ucTs RESEARCH 89 TO
IS IS INCLUDING PAINTING SHALL BE PROVIDED AT NO CHARGE TO OWNER. GOORS SHALL THICKNESSES AS REQUIRED. BONO RELEASE MATERIA
8MIE SPONGE
IA -2i TAX, THE CONTRACTOR ACCEPTS EXCLUSIVE LIABILITY FOR CINTRACTOR SHALL BE ST PHOTOGRAPHING" FOR THE 1. IFE OF THE OP�O,INAL CORD, 3/4" DIAMEYER FOR IHIIIIOE EXPANSIONJOIN7 AND 1/2",DIAMFTER FOR
28-7 H p,
SITE Q O AMC) OTHER TRADES. A. RIN S
S/S" WIDE )DINT. I.
CLEAN UP THE M RE TH00OUGHLN
AGAINST MATERIAL Q SED IN F415 PART ()I- TRASH, FORMS, EXCESS MATERIALS AND OTHER DEBRIS. j
THE WORK. SPIKED AT ALL INTERSECTIONS.
9A I COL AN M�p LES i 'PAINT CDC ORS, SHALL:HE 'A S' $iLIEC TED SLY, T E
O O O INE, AAcHj TF( T . PROVIDE SAMPLE PANELS IF REOU I IRED BY THE.
IT CELCURF" Aprmi ErEc r.
TREATED WITH 00 EOUAL
Y
�7
c
.......
17-7 771,7
A F 1 8860
MIL
APRI
9D-2 MATERIAI_Sj
VIA
ISA -2 MATERIAL5t
0-2 WQP ttAN5hjf_jL ALL MATERIALS AND EQUIPMENT. SHALL BE
'INSTAL-
LED IN.A NEAT AND FIRST CLASS WORKMANL IKE MANNER.,
EACH COAT OF,PAINT SHALL BE SLIGHTLY DIFFERENT IN SHADE THAN
A. GYPSUM WAILR AND, STANDARD Gypsum WALL.SOARb SHALL 8i�11/2"
A. _ UNLE 55 OTHERWISE SPECIFIED, ALL MATERIALS SHALL BE NEW AND THE
M ' TO COLOR OF THE
THE FINAL UNDER COAT 5 ALL BE TANTED
THICK OR 5/8" TYPE X WITH RECESSED EDGES TO RECEIVE TAPING.
SECTION 10A, SPECIALTIES
BEST OF THE RESPECTIVE KINDS, FREE.FROM ALL DEFECTS. THE APPROVAL OF
0-3 CONNECTING 10 WORK OF OJHERSj
PRL,:EoING COAT.
Fjt,15� COAT AS DIRECTED.
ANY MATERIALS, HOWEVER, WILL NOTSE CONSTRUED AS ACCEPTANCE OF THE WORK
B. MEIAL AL;CLSSORIESi
WHERE ItiSTALi-ED SHOULD SUCH MATERIALS PROVE DEFECTIVE, ALL WORKMANSHIP
A.' flf�ORE';STARTING HIS WORK AND FROM TIME TO YIME 45 mIS
THE TOP, OOTTOM'AND EDGES OF ALL WOOD DOORS SHALL BE FINISHED
4LULBAL.L THE GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS ARE
musir BE or FIRST CLASS THROUGHOUY REGARDLESS OF THE KIND OF QUALITY OF,
WORK PHOGRiS:,E'4, EACH SUBCONTRACTOR SHALL EXAMINE T14E WORK AND
b.
IWO COATS OF PAINT,OR VARNISH AS vSE0 FOR FINISHED COAT. APPLY
1. CORNER BEADS SHALL BE GALVANIZED STEEL, I" X I 1 4
�HEREBY. MADE AN'INTEGRAL,PART OF THIS SECTION�
TmE,MATERIALS.
MATERIAL,i INSTALLED BY OYHERS INSOFAR AS THEY APPt.Y TO HIS OWN
WITH
A,:TER FITTING AND . BEFORE FACES ARE PAINTED.
OR 112" BOARD, MUL'YI-FLEX METAL. TAPE BEAD. F
WORK. AND SHALL NOTIFY fHE OWNER IMMEDIATELY IN WRITING IF ANY
.
.
A A I WORK INCLUDEDi . PONSISTS OF FURNISHING ALL LABOR, MATERIALS
W,,ERE THERE ARE NO SPECIFIC WEIGHTS OR GRADES MENTIONED, MATERIALS
CONDITIONS EXIST WHICH WILL PREVENT SATISFACTORY RESULTS IN IHE
W,,ERE OPEN CABINET S OR SHELVES'OC CUR, ROOM FINISH ON WALL S
CASING 8 EADS AN 0 TRIM is REQUIRED SHAL L BE GA'LVANIZED
AND APPLIANCES TO DELIVER AND COMPLETE THE INSTALLATSON Or THE
SrlAiL-tE OF THE GENERALLY ACCEPTED STANDARD *EIGHT AND GRADE. ALL
INSTALLATION OF T�E 51 STEM.
'
S.ALLINOY BE OMITTED. HOWEVER. PAINTING ON WALLS WILL NOT BE
STEEL.
MISCELLANEOUS ITEMS, INCLUDING STRUCTURAL STEEL ITEMS, SHOWN ON
MATERIALS SMALL COMPLY WITH THE LATEST REQUIREMENTS AND SPECIFICATIONS
1
E WITH CLOSED BACK.
RLOuIPED BACK OFIP'RMANNTLyr'U'LT-'N CABIN TS
THE DRAWINGS ANO/OR SPECIFIED HEREIN.:
OF TmE AMERICAN SOCIETY FOR TESTINGMA TERIALS WHEREVEF THE ABOVE SOCIETY
Sm)U�D A SUBCONTRACTOR START tijS WORK W11HOUt SOCH NOTI�
WHERE CAFIN6TS AN E SHOWN AS FUTURE, op By L)THERS.T�iE ENTIRE WALL
IE f
3. UiiANNELS FOR CEILING SHALL BE JUAL to U.S,G.
fiAS 5UCtl bPECIFICAYIONS ANO STANDARDS'.
IT SHALL BE
F A CA T 1. ON CONSTRUED AS AN ACCEPTANCE BY,filM OF ALL
8 W I OE AND 7,1 B " DEEP CHANNEL $ SHALL. BE - SPACED 16 " 0. C,.
I �A 7 SHOP DRA�IN�St THE.CONTRACTOR SHALL PREPARE AND SUBMIT
SttALE, BE PAINTED.
TO THE OWNER FOR APPROVAL 4 COPIES OF SHOP DRAWINGS YtiOSE
FEAR
CLAIMS OR UUEStIONS AS TO THE SUITABILITY OF, THE WORK OF OTmEAS
ik 5 PREPARATION OF SU8fACESl
4. SuSP049,10N CtIANNELS SHALL BE STANDARD 1 112" WEIGHING
ITEMS SO SPECIFIED.
Skgvlc�
TO RECEIVE �16.*OPK. HE $HALL REMOVE AND REPLACE. AT tilS OWN
NOT LE55 T.A14 .58 PER LINEAL FOOT AND SPACED AT 3'6" D.C.. -HAf4GER
I. TYPE. L ON M
EXPENSE, ALL WORK TCT WHICH 04AY AVE TO BE REMOVED
ON ACCOUNT OF SUCH DEFeCYS.
A —Lan PEC i 1 Utj OF SURFACE5,L DO NOT BEC IN PAINTING ON ANY SURFACE
0"
WIRES nHALL HE as) 4AGE SPACED 4 C). C .
LOA -21 SAMPLESt WHEN AnKED �BY THE OWNER, A SAMPLE Of! THE ORNA--
UCTION PARTS OF ANY ITEM SHALL BE SUBMITTED FOR
AND' SHALL, BE SEAMLESS, Ct.EAN AND DOMESTIC HOI AND COLD WATEA
UNT It, IT HAS BVENA PROPER CONDITION TO RECEIVE i
UNDAMAGED ALL FITTINGS SHALL VE TO EACH
OHAWINGS,
T,4E PNINI AS SPECIFIED.
BE OF THE TYPE RECOMMENDED BY
S. ACt�L,SnUIRES IIAL L VvAL L
THE WORK 15 BEGUN.
BE STREAMLINE WROUGHT COPPER OR AND EVERY FIXTURE PIECE OF
bOARO MANUFACTURERS, An APPROVEO HE BD
BRASS, 8 Y APPROVED MANUFACTURER. ING POTABLE
A. OR SHALL EXAMINE THE ARCHI TEC tURA,.
GALVANIZED tA PAINTINGj REMOVE ALL DIRT, ROO�ING
t�TAL,. BEFORE
ALL
SHALLBE U��ED At EXTFRIORCOANeRS AND CORNER RIGHTS AT AL.L
lu-4 IRE EATINGUIStLacLE, PROVIDE A14D INSTALL
A
1
WATER.
STRuCtL;AAL . ELECTRICAL,ANO MECH
CUMPOUNO, OILS OR ANY OTHER MATERIAL WflICH MIGHT PREVENT'PROPER BOND�
ERIOR
CLASS 6 AND C. DRY CHEMICAL FIRE EXTINGUISHERS LOCA TEO ACCORDING
HIS BID THE SUBCONTRACTORS WILL BE REQUIRED 70 FURNISPI, INSTALL,
jhkj OF PAiNv. Fiws�i HARDWARE Sf�ALL bF,Rt:MOVED FROM DOOR PRIOR TO
TO FIRE SAFETY AND OSHA CODES.
2. wv SANITARY VENTS WHERE NECES-
AND CON NECT WITH APPROPRIAYE, SERVICES AL.L ITEMS SHOWN ON ANY OF
,�TALLED'AFTER-PAINT T
c� DHIwALL TEXTURE LRU�� WALLBOARD FINISH SHALL. BELI.Si
10A- PROVIDE
RESTRICTIONS,
THE DRAWING,�. WITHOUT ADOttIONAL EXPENSE TO THE OWNER.
Gyp.. TEXTURE ll�
AND INSTALL TOILET. PARTITIONS
vA, - 11 �Pel I C I I oNL DO NOT APPLY EXTLI41OR PAtNT IN DAMP. 14AINY
MID..50UTH TYPE 11 All FLOOR SUPPORTED, URES
T AIR
3. CONDITIONING CONCENSAtE
a. THE ARC ITECTRICAL DRAWINGS SHALL TAKE FlREcEOkw.E OVER
WCAF�CP OA UNTIL, THE '�URFACE HAS DRILD IHUkUUGtltY IRUM IVIE eFf:FCTb
9o -i IfIsiAt LAriuN, INSTALLATION AND FINISHING -Or GYPSUM WALL
TO OWNER FOR COLOR SELECTION. ALLSURFACES TO BE PLASTIC LAMINATE.
FORM To A.5. T.M. STANDARD NO. A
D ELEC TRICA DR RENCE 10 HUItOING
H E L AWI
Q� ;"AC" WEATHER. 00 NOT APPLY VARNISH OR PAINT WHEN TLMPERATURE
BOARD SMALL BE IN STRICT COMPLIANCE WITH PRINTED RELOMMENDA7 I ONS
LINES ABOVE SLAB WHERE APPROVED
CONSTRUCTION. THE MECHANICAL AND EtECYPICAL DRAWIN4� ARE-01AGRAM
IS bf�oa 50 VEC.RLks
OF THE MANUPALTURER.
10 SHALL BE EQUAL To BoaRICK OR BRADLEY
BY LOCAL COOE.
MATIC BUT bNAL�k. DE FOLLOWED AS Ct.OSELY AS ACTUAL CONSTRuCrION OF
OF TYPE SHOWN IN SCHEDULE ON THE DRAWINGS.
THE BUILD ING H THER TRADES WILL PERMIT
S I 0gKIt4G SpACLL At t MA I k R I AL S 'USE 0 (IN I HE JOE)
A. FUR__"L�ej EXAMINE AND INSPE. T
'CT I U
4. GATE VALVES, VALVES ON ALL WATER DOmEsTicHOY AND COLD WATER
U"ALL BE SYDRED IN A SINGLE PLACE DESIGNATED BY THE OWNER. SUCH
WHICH CYP.UH HOARD 15 TO BE A;lPt I ED. M EFECTS PRIOR'.
L INES SMALL BE STANDARD WEIGHT. U.
C. ALL, CriAN4(lb FROM THE DRAWINGS NE E THE. WORK
4,ILWAGE PLA4.E SMALL BE KEPT CLEAN AND ALL DAMAGE To I I DR TO ITS
70 INSTALLAT ION OF DRYWALL . MAINTAIN A UNIFOR OO ATE
SECTION ios, FINISH HARDWARE
GATE TYPE ALL BRONZE VALVES,
OF THE $UtiCONTRACTORS CONFORM WITH THE BUILDING Al� CUNSTkWClt0
Y Olt.Y RAGS. WASTE. ETC, . MUST
WEN 55 ueGRELS F� AND 7o oL(,RkEs F. IN COLD WEATHER DURING
H ES 112" AND
AND TO FIT THE WORK OF OTHER �,UHCONTRACTORS SHALL, 8C AT lliklk OWN
6C REMOVEL) FROM THE BUILDING EVERY NIGH1 AND EVERY PRECAUTION TAKEN
APPLICATION AND UNTIL. (LUMPLETtLY DRY OR OCCUPIED.
OVER SHALL BE IRON BODY BRASS
to AV61U THE OANGFA OF F IRE, -
GENERAL, THE GENERAL AND SUPPLEMENTARY GENERAL, CONDII
.
-ILA ut ALLtjUAa).L lr4SrAjI.AtIUN AND FINISHTNC� OF
AN INTEGRAL PART OF THIS SECTION.
MOUNTED AS MADE BY'JENKINS BROS,
LVJI[NG�
iA t I i CAULKING, . I
-xl _jut4
GYPnQM WALLBOARD SHALt HE IN STRICr �OMPLIANCE WITH PRINTED RECOM,
I
.
1. -1 -L
I SCCIj OF* WORK, ALL FINISH SUPPLIED
5. UNIUN5� UNIONS SMALL HE OF THE ALL LOCATIONS SUCH AS WATER
PATCHltjG AND EXCAVAT IONt
SAMPLES OF ALL MAYEkIAL Ut SUBMITTED TO I HE
MENUAYIONt, OF ftiL MANUFACTURfk.
L)B HARDWARE SHALL 13E IN
OUNTS A SI NOICATED ON THE DRAWINGS OR AS Ll STED
TER IGHTS, MADE AND
A. TCHING OF WALLb, PART I I IONn. VLOOkS
A. CAULKING SHALL.
IN THE SCHEDULE GIVEN EJELow. THIS SCHEDULE,SHALL FINISH
STRENGTH AS THEIR RESPECTIVE
CONCRETE AND PITS AND CHASE$ IN WOOD AND MASO L
OWNE14 FOR,APPROVAL BEFORE CAULKING MAJEWIAk BEEN ObTAINED
1. NAILS AND SCREW', S11A,l HL LOCATED 3/8" MIN. AND 112'
COVER ALL
PIPES. At I, UN ION, SHALL Sh GROUND
RACTOk AS PROVIDE WINrS C)P4 AS 0lRkLTtO
OR APPL ICO.'
MAX. FROM LDGE 'AND ENU�, OF WALLBOARD. NAILS OR !�CREW5 SHALL, BE,
ARDWARE IiEms. . ALL ITEMS OF FINISH HARDWARE WILL HE INSTALLED
ALL
OF ?"D.C. CEILINGS AND
ND . CARPENTRY AND MILLWORK,
i .- ONIONS SHALL
B H WN OR OTHER MA N TRuC TUPAt
CUTTING OF bTEEL, WOOD A
A MAXIMUM At 6-O.C. AT WALLS. SCREW5
BE,INSIALLEC) ON A
B UVEL, BY THE ARCHITECT PRIOR TO CUMMIiNCING CUTTING.
WHE HA�. NOT BEEN PROVIDED. THE
n,iALL BE t0ANDAHO DRYWALL TYPE. I" LONG MINIMUM.
FACIL ITATE REMOVAL.
OAL�K Lji- JUINT GkOL)YES SHALL BF, FITTED WITH A SOF1 PREMOLEJEO FILLER
f I
108 2 _h&BakaftE ITEMS,. , FINISH HARDWARE ITEMS SHALL INCLUDE
EACH SUFJCONTRAC70R
bIRIP, UNOfLED UAKUM,f(JAMED RUBBER. ON THE LIKE.
CORNERS. [ IS
BUT NOT BE LIM17ED TO ITEMS CONTAINED IN THE FOLLOWING SCHEDULE.
SHAL L ALL NECESSARY EXLAVA? [ON
AND UGt $,
6, HOSE BIBS I ALL t OC AtIUNS
AND NTA 0 14DOK
BACKF4LL ING,INCIDE L T H I S OR
'PARTICLE
OF GALVANIZED STEEL' CORNER HEAE) AND CASING BEAD AT L.00A7 ION SHOWN
C"ICAG 0 3/4". ROUGH CHROME
JOIN7S OF MORTAR D R
T ,
SEEDRAWINGS FOR CABINET HARDWARE. L IISS TO BE OIL RUBBED
0 6 BRU.LtIURES,
VU.L IGN MATTER,
BRONZE UNLESS OTHERWISE NOTED.
In tokfALL BE IAPk(), AND HAVE IWO COATS Of-
3. J,j I rl )0 1 N T OM
f. ESCuTC,IEDNS, CtfROMIUM PLATED S L SERVICES
A. PkIUk TO VA(SRILATION. SB TH OPIES Of- SHOP
I). CAUI.KING IN JOINTS SHALL BE, AMINImum OF 1,411 it4 WIDTH A NO
PU I Ttl 5ANO ING OPERA I ION BE TWEEN COAT 5 AND F I NAL SAND I NG
A. I`An�Ark AND LOCK SETS. SHALL, BE SERIES 8 LINE IIN. GA. DESIGN,
ESCUTCHEONS SMALL BE PROVIDED
DRAWINGS.00k THE FABRICATION OF EXHAUST TrIE OWNER FOR
IN DEPtH, EXCEPT AS IN611CAII-IJ 07�4k*ISE ON THE DRAWINGS. wilERE
AF TER LAST COAT 15 THOROUGHLY DRY.
MASTER KEYVU.
FOR ALL PIPES PA SSING THROUGH
HOODS TO
AC)E,�IjAre GHUOVE:� HAVE NOT BEEN PkOVIl>l-.6. GROOVES StIALL HE REPAIRED
OR INTO WALLS. FLOOR S. CEILINGS
HIS APPROVAt
?ING AND CLEANIN(� U,it It* MORIAN TU THE MINIMUM UEPItl AND BY
go CLEArijUL AFTER COMPLETION OF THIS WORK, THIS CONTRACTOR
El� PANIC E A A t BOL t 5, SHALL BE' SERGEANT 9863 -SLS FOR SINGLE DOORS
GRINU ING.TU THE MINIMUM iA9IP4G (ARE Cie Itil, ADJOINING ME IAL
SHALL REMOVE At L '.CAPFOL.DING, TOOL.S, RUBBISH, DEBRIS. AND CLEAN ALL
WITH 9463 -SLS x 9710 OT 51.5 FUR PAIRS OF DOORS(A T ALL ENTRY AND
a. PRIOR 10 CJROERIN(�, 5U6mI t THREE (3� COPIES OF BRO(Alk)NCS
WOR. 15 NOT PEOu,L0 lf�
ADJACENT SURFACLS OF HIS MATERIALS AND LEAVE THE BUILDING BROOM CLEAN.
EXIT DOORS).
FUR ALL PROPOSED MtCHANICAL EQUIPMENT TO BE INSTALLED TO THE
6. P lPk CLEANOUT SF OR SOIL AND WASTE H
OWNLRFORril $APPROVAL
A,Ot A I N� ,MP0t)NU SHAk 1. fit PREPARE D AND APPL I EU 51 R I ( TL Y I N
C. BUT 1 5, tnriALL. BE, 5 1 ANLE Y FBB- 1 9`1 4 A /Z FOR EXTERIOR DOORS
LINES SMALL HAVE BODIES OF STAN -
f . A I. I'llf, -INU� A( TUNER' !, U IkEC I C SHALt BE
'A UL K I NG
AND FB8-I 79. 44� 112" 1 FOR INTERIOR DOORS.
CARD PIPE SIZES AND SHALL CONFORM
SCUPE OF WORK,
SECTION 9E, SYNTHET IC PLASTER SYSTEM
IN THICKNESS TO THAT REQUIRED FOR
APPc IE,) 10 T4 4 A� ., JAMH�� AND '�il.L 5 Of, ALL WINDOWS. t: I XED L I TIES
YO illt. $It Atlt� AND JAMBS OF ALL DOORS AND JOINTS 01,
0 CLO',Lkn, S,tALL 6V 51ER6EANT RISC) SERIES FLIP T
A. THE WORK CON515T'. OF FURNISHING AND INSTAL.LAfION OF AIL
wl,,Lk OPENING FRAME n, IN EXIEHIOR CONCRETE UA MASONRY EXTERION..
- I DE5CBIPTION, PROVIDE SYNTHETIC PLASTER FASCIA AND SOFF17
DOORS ONLY, ANU SERIES 50 AT RESTROOMS TYPE E,B. FINISH.
04AIERIALS AND* LABOR INDI(ATED ON 1HE DRAWIN65 ANO/OP SPECIP IED
RAI � S, AS bEDOINU FJk ME IAL ItiREStIOLDS AND AT ALL 0IrlkR POINTS
SURFACES.
AU0vE , THE P I PE Hub, CLEANOUI
HERE INAFTER FOR A COMPLE TE AIR CONOI T IONING HEATING AND VENT It A r ION
_(JUIREDF k -WATER TIGHT OB. EXCEPT
..L).N LIN rpif OR AS kli a
E. PULLS ntALL BE SERGEANT, #3302 AL L RESTROOM DOORS,
PL"S SMALL BE HEAVY RED BRASS AT
SYSTEM AS FOLLOWS,
'
A A F I ED U140LR Ul mC R �EC I A ON$ I)F I HE Sk 'SPEC A F A CA I I DNS. ImE
2 QUAtITY-ASSURANCEs
L.EAST 1/8"THfCK WITH FLUSH COVERS
OF ALL WORK OR MATkPIALS ADJOINING CAUCKED JOINTS SHALL
11 1
F. KICK PLATE$, PUSH PLATE$, ., AND SIGNS SHALL BE BROWN PLASTIC.
AS REQUIRED FOR WALLS OR FOOT
1. Pwovl t4G OF ALL AIR HANDLING UWITS� AIR
tit: OWUMPTLY CLEANED Of- ANY SMLARS OF cOmPbuNo OR OTHER SOILING.
'A. BY DRYVIT SYSTEM, I NC.
.
COOLED COMPRESSCA/CONOENtERI�. EXHAUST AND SUPPLY AIR FANS, kEFRIG-
B NSED APPLICATOR.
G. STOPS, FLUSH WALL TYPE SERGEANT 3400 SERIES.
ERANT PIPING, DUCT WORK, GRILLES. HOODS, REGISTERS. TURNING VANES
ION SMALL BE RESPONSIBLE FUR FULL DEPTH
SANITARY CODE Sl THE CONTRACTOR MAY
AND FILTERS An REQUIRED.
LAl&KItjG OF JOINTS IN EXIERIOR WOOD DOOR FRAMES. TO ENSURE AGAINST
ALLOWABLE OLERANLLS� O
SILENCERS. SERGE OOR).
AOD,TU THESE FOR CONVENIENCE OF
ShRINK�kCE CRACKS IN f-t,NIStiED SURFACES."'
OF 1/8 IN. IN I0.FT. AS MEASURED BY STRAIGHT EDGE PLACED AT.,ANY
TESTING AND ERECTION.
2. INSULATION OP ALL REFRIGER
LOCATION ON SURFACE,
ToRe SMuLD OuRAFLEA MCLr eQSX.
9A�v_ 5CHEDUjLL_.0 �PITJL&u THE KINDS Or BRANDS OF PAINT AND NUM-
I THICK F ibERrLASS W A Tm
BLANKET S WITHIN
PkU',1310N AND INSTALLATION OF ALL THERMOSTAT$. INCLUDING
),g - 3
ALUMINUM FOIL BALKING. JOINTS SEAL B
HEATING ANO �UULING CONTROLS.
BER Ol COAYS RE-QUIRED ON THE VARIOUS SURFACES' SMALL BE AS FOLLOWS.
rXIERIOR WUQDL OLYM
A. PRODUCT DATA. SUB ETE�
M #v
lw
1/2" ARMEFLEX INSULATION W wl THIN
4. LLATIUN AND I
I COAT 1/� BLENDING OIL
I COAT. STAIN
OLYMPIC
ODU ON INSTRUCTIONS.
I
BUILDING CAV ITIES.
I GS (P.v.C.
INTEGRAL CULQR FINAL COAT
EXTERIOR stuccal It# I NO PAINTING
SAMPLES, 14 IN. X 12 IN, SAMPLE OF TOTAL SYSTEM, I Nbi
I" FOAM GLASS WITH GLASS FIBER UNDER
158-2
MAnON Y ItIlERIORg ll,�),CCIATS A CRY
CAFING,CONSTRUCTION. FINISi(, TEXTURE AND COLOR.
PMENT
COVER.AND ASPHALT MASYIC. GROUND OR SLABS.
-M
I rj�Tf A I L GYPSUM BOARDL (ENAMEL7) A COAT PRIMER. A COAT ENAMEL
I .
A. ALL AIR CONDITIONI NG SYSTEMS. UNLESS OTHERWISE )T.DICATED
I NiEN I DR Gypsum BQARDI (FLAT) A COAT PRIMER, I COAT LAILX.
9E*- 1,
IbA 3 SANITARY PIPIN6.
SHALL BE SPLIT SYSTEMS WITH COMPRESSOR/CONDENSER UNITS MOUNTED
I
EXTERIOR DOORS, O
GE NE RA L THE GENERAL AND SUPPLEMENTARY GENE
ONCONCR (SEE UNIT DESIGNATION
I COAT OLYMPIC 'S TA A N
A. DO NUT APPLy MATERIALS IN TEMPERATURES LESS THAN 160*f OR
,
HEREBY MADE AN I t4 tE GR AL PAN I � OF TH A 5 SEC 7 1 ON.
L UNITS SHALL BE FURNtSHED WITH NECESSARY CONTROLS
2 COATS TRIM VARNISH GLOSS
APPLY To I`RCZEN.,OR WET SURFACES.
EAlf-Alog GALvANIZED I COAT GALVINIZED PRIMER. I COAT ENAMEL.
LLA - I SCOPE fit wURK, Fu O T
A. CAS T IRON SE) I L P I PE ST ANDARD WE I G,, I %HAL L BE OF THE HUSE. E SS
MET,,4L.
B. PRO I E c r I oti, PROTECT FINISHED SURFACES INSIAL;,EL- PQIUR
THE NSTALLATION OF A I -L EQUIPMENT AS SHOWN ON THE DRAWINGS AND/OR
PATTERN AND SHALL BE USED FOR ALL WASTE PIPING HELOW SLAB AND TO
THE AIR HANDLING UNITS SHALL.13E VERY QUIET IN OPERATION
B O ABLf OkOPCLOT.S.
"EACIN SPECIFIED,
FIVE FEET OUT FROM THE EXTERIOR OF THE BUILOING-L. WHERE ALLOWED BY
0 N mlGri SPEtO, ANL) THEY SHALL BE SIZED TO GO INTO THE SPACES
lN7ifolU2 DOORSI I OAT S I TAIN, 2 COATS TRIM VARNISH GLOSS,
CODE� P.V.C.. PIPE OR APPROVED 'TYPE MAY BE USED. AeovE SLAB FOR
FJ,4 T,iEM.
(NATURAL FINISH)
C� ' COJRO I NA T 1 Or4 i COORDINA It b�NTME I IC PLA$ TER SYSTEM APPLI-
I
WASTE ARMS AND VENTS,
O
LAT ENAM
EALER, I COAT F EL
NG AND.SUBSTRAYE INbTALLAtION.
h
CONNECTIO O QUIPMENT SMALL BE MADE WITH
APPROVED FIRE RES NA
9E - 5 M
WITHIN ImE BUILDINGS.
D. c,,,E, TME TAL LUC TWORK i I ClwORK, FRESH
�SECIION ga, CERAMIC TILE
A. ASTM Cibo, TYPE 1.�
C. ON VERTICAL LINES, ALL SOIL AND WASTE IT OUGH
AIR DUCTWURK SHALL BE FABkICATEC) FROM GALVANIZED SHF.Eltif tAL
SEC 1 10ro I F uRNT SH INGS, SPECIAL CONSIRLIC110N
SECTION
5^NITARY TEES, OR 7HRUuG�i WYES, AND EIGHIPI BENDS. T
CONSTRUCTION GAUGES ANO CONSTRUCTION SHALL CONF014M WITH STANDARDS
AoeiF S A VE . MANUFACTURER's P AbIAEsivE.
f IJIINGS MAY BE USED FOR VENT PIPING. ON HORIZONTAL. LINES ALL WASTE
OF AS -RAE GUIDE AND H.F.P.A PAMPHLET No. goA, LATEST EDITIONS.
GENERAL, THE GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS ARE
'REQUIRE-
TONS SHALL,BE THROUGH YIYES, OR WYES AND EIGHTH BENDS.
MADE AN INTEGRAL PART OF' THIS SECTION.
C. INbULATION BOARD EXPANDED POLYSTYRENE MEETING
SECTION 14, CONVEYING SYSTEMS
DUUtjl t BRANCH F I I I A NGS MAY BE USED ON VERT I CAL L A NE S BUT ON HORIZON
E AIR DISBUO SHALL BE THE PRODUCTS OF ONE
524B, TY
TAL RUNS THE SINGIE BRANCH TYPE FITTING SHALL BE USED TO MAKE IT
COMPANY AN() SfI&LL BE OF ONE TYPE AND OF UNIFORM APPEARANCE, DEVICES
SCOPE OF WOqK, IN GENERAL, THE WORK UNDER THIS SECTION
POSSIBLE I TO OBTAIN THE PROPER GRADES ON ALL BRANCHES.
iHALL bE EQUAL AND,SIMILAR Tot, MCIALAIRE SHOWN ON THE DRAWINGS.
G ALL�MARBI.E THRESHOLDS, CERAMIC
1, DENSITY. 1.0 LB. PER CU. FT.
EXtRUDED AL.UMLNUM -S
OF CONSTRUCTION DF tyPE SHOWN ON THE DRAWINGS.
TILE. AS SHOWN ON THE DRAWINGS AND AS SPECIFIED. REFER TO t�iE
ALL. HORIZO NIAL PIPES SHALL M NI
DRAWINGS FOR THE EXTENT AND LOCATION OF THOSE ITEMS.
2. K - F A C 7 0 A 0.23 PER INCH.
RIbER PIPES SHALL BE tHULY VERTICAL. 50 IL P IPE FITYINGS SHALL BE
G EGUIPMENT StI Q
CUA TED . ALL CHAN(�ES IN DIRECTION SHALL BE MADE WITH LONG BENDS.
PRODUCTS bHOWN ON TtiF H.V.A.C. COUIPMENT SCHEDULE IN THE DRAWINGS.
-ALL
ARD EDGES SQUARE
RW WILL BE PERMITTED.
PkOOU�:YS J� WEATHC KING. CARRIER, AND YORK
-R TRANIE
YALE SHALL BE EQUAL TO MANUFACTUPr,
y TILFj / STANDARD
WITHIN 1/32 INCH PER
WILL BE CONSIDEREC)
COLORS AND fl�l S"� AS SELLC TED BY THE OWNER. AND AS L I STFO BELOW.
S WITHIN ± 1/16 INCH TOLERANCE.
EQUAL,
L. CAULK ING ADAFTLR D
:.'A :BASE' TILE, SMALL BE GLAZED 4-'1/4 4- 1/ 4, STRAIGHT OULL.NOXE
41 THICKNESS, ONE INCH.
158.4 Ex?00ST FArIS AN6 t1000S.1-
'AT �TOP FOR ADHESIVE APPLICATION. COLOR TO 89 SELFCTEO By ARCHITECT.
SECTION 1,A. PL.UMBING
RE NFORCING FABRIC. DRiV EEAVE GLASS
D LENGT WE I Gti7
A. $UWPL,l AND INSTALL EXHAU5TFANS AT ALL INTERIOR BATHROOMS
UNGLAZE O
fLQQR TILFL AL TO THE QUALITY OF AMERICAN
FIBER D STRANDS AND SPECIFICALLY
T D K A 701EN AS SHOWN ON THE DRAWINGS.
0
OLEAN IN O,COI_DRS T D B THE ARCHITECT.
..TREATED FOR COMPA7 ABILITY WITH. Ottit-H COMPONENTS.
GtNER�Lj THE GENERAL. A'NO SUPPLEMENTARY GENERAL �CLINO I I A ONS ARE
1 t,c "e S INCHES INCHES LBS. OZ$.
Tt!(vRAk PART OF THIS SECTION.
HOOD 0 r ME
B. Illy -As)
WALL TILE#, SHALL' BE GLAZED 4-1/1, X 4�1/4 TO MATCH BASE TILE.
1 N A 5 ti i
E. DR YVII SANDBLAST FINISH ORCOQUINA SHELL WASHED
4-1/2 0
R ED TO EARTHSTONE MATRIX IN STANDAR
�UePLEMfN7AEY 6ENERAL CONOITION�,
3 3-1/4 4- 1
.12 z 0
1 �. LuNS7RLJCT KITCHEN HOODS IN ACCORDANCE WITH STANDARDS
By ARCHITECT.
4-1/4 4-1/2 2 a
SFTFORTm tly A�oiRAE 4LASTEST EDITION) AND REQUIREMENTS OF THE
0 SUPLUVISILIN OV AOR K I 1HIb SUB -CONTRACTOR SHALL HAVE COmPE-
N.F.P.A. (By UrtwRs).
9E f4l XE S.
IN CHARGE OF THE
TENT SUPERINTENDENT WORK ATALL 7 IMES. JH I
r T SM Q
ALL HALL, COMPLY Wllkt' THL APP [CABLE' AMER I CAN STANDARD
At;
SUPER I NYE NDENI SolAt L. BE QUALIFIED AND HAVE SUITABLf. EXPIENCE IN
O EQUIPMENT �SHALL BE OF THE
M OKING
CIFICATIONS. ALL BASE, ANU fl,OUR EIACK TILE SHALL Bf, $FT THIN
.
AD,,E S I VE I MIX ONE PARY PORTLAND CEMENT TO ONE PART PRIMER/
THE TYPE OF wUHK 10 tiE INITALLED UNDER THIS CONTRACT,
G. H M AS REQUIRE[) 8( THE ROOF
.2.
TYPE, Wilki WASHABLE GREASE ANE) MINIMUM TWO
ISLAND F ILTERS. LIGHT
THoo. TALC JOINT CEMENT SHALL COMPLEIELY JOINTS
SEb.mE FILL ALL
�,)�E S A vE IN ACCOR crURER'S DIRECTIONS.
FA�,TENEO TO THE VENTS BY THIS CONTRACTOR,
SPEEDF AN (BY OThERS).
AT FLOORS ANO WALLS-
ADJUST WORKAOILA I Y
L) 2 WOHKMANl;ij I rl_L ALL MATERIALS AND EQUIPMENT SHALL BE I NSTALLED
IN A NEAT AND FINST CLASS WORKMA14LIKE MANN EA.
A TTHE BOTTOM OF ALL VENT STACK S. BASE ELBO B
B. , WORK SMALL 13E CLEANED OF ALL DIRT, PAINT
IIS IX ORY-PREPARED FINI
USE D WHICH SHALL BE SECURELY MOUNTED ON A SUBSTANTIAL, STEEL
5 E D
GN
AND F MATT ER AND L.Err I IN A POLISHED CONDITI . ON.
MANUFACTURER'S INSTRUCTION O . B T
SADDLE OR CONCRETE BASE.
EQUIPMENT OPERATE IN A VERY QUIET MANNER. AIR VELOCITY THROUGH
T
THE FIBERGLASn DUCT SMALL NOT EXCEEI) goo FPM AND OUTLET
ADDITIVES OR ACCELERATORS ARE PROHIBITED,
A. BEFORE STARTING R RO TO TIME AS HIS WORK
1. THE ENOS OF ALL LINES DURING CONSTRUCTION, SHALL 13E
IN Q SHALL. BE
SECTION 9C, CEMENT AND SPRAYED STUCCO
PROGRf,SSES, EAIt,�SUBCUNTRACTUR SHALL. EXAMINE THE WORK AND MATERIALS
PT ALL DIRT
14OUNTED ON V18RAFION INSULATING PADS.
i0E - 7 111SPECTIONs
INSIALLCO 81 OTriERS INSOFAR AS THEY APPLY TO HIS OWN WORK, AND SHALL
S
NOTIFY THE U.NER IMMEDIATELY IN WRIT ING IF ANY CONDITIONS, EXI ST
iSS-6 SHALL AT ALL TIMES
GENERAL, Ttil-i GENERAL "SUPPLE
AND MFNIARY GENERAL CONDITION
A. VERIFY THAT SUBSTRATES ARE SOUND, FREE OF
WHICH WILL PO4EVENI 5ATISFACTORY RESULTS IN THE INSTALLA TT'ON OF THE
J. HORIZONTAL RUNS SM IN VEN GRADE OF NOT LESS
R W B
AN INTEGRAL PART OF 'THIS SECTION
IRREGULARITIES
SYSTEM.
I / a ** I NONE FOOT. 13C TAKEN TO INSTALL
SPECIAL CARE SHALL
E N THE WORK, AND. At THE COMPLETION OF SAME, tlE
.11
A
ALL HORIZONTAL PIPING IN COMPLETE COORDINATIO14 WITH OTHER TRADES.
QB& L STS Or FURNISHING ALL MATERIALS, AppLI
B. INSPECT SUE35TRATE SURFACES FOR PLANARARREGULARITIES
El. SNUULD A tUi3CONTRACTUR 'START HAS WORK WITHOUT 'SUCH NO tIFICATION
NSIDERATION SHALL BE CHANGED
'WIT,,uuT
I
AN Q D QRD T
H
IT SHALL bE. CON'�TPUED AS AN ACCE��TANCE BY HIM OF ALL. CLAIMS OR QUESTIONS
COST TO THE OWNER.
ISFACTORILY COMPLEtE'ALL STUCCO WORK TO BE EXECUTED AS HEREINAFTER
AS TO THE tUITAtILITY OF THE WORK OF OTHERS TO RECEIVE HIS WORK. HE
SLEE ESj
DESCRIBED OR INDI T ACY DRAWINGS OR 5CHEDULES..
C. IL
ND
L RE WN EXPENSE, ALL WORK UNDER THIS.CONr.
IJA_L�.PIPL
158-7 INSTRUCTIOtJS, FURNISH THREE (3) COMPLETE SETS OF OPERA-
TRACT WHICH MAY HAVE TO BE REMOVED ON ACCOUNT OF �SUCH DEFECTS.
UO H QET INSTALLED.
9C-2 _5TAICCO MATERIALS�
9E-8 AAION REQUIREMENTS#
'S
A. WHERE PIPE PASS THROUGH WALL S, BEAMS, COLUMNS. FLOORS,
PROVIDE " AS INSTALLED" DIAGRAM OF ALL CONTROL WIRING AND OPER-
C. IT SHALL 13E THE RESPONSIBILITY H
OR CEILINGS. SUBSTANTIAL METAL SLEEVES SHALL BE INSTALLED OF
L
ATING INSTRUCTIONS FRAMED BEHIND G D
A. PORT' A tiD CEMfNT, A.S.T.M.. L-150.' TYPE I
A. FINISH INTERSECT
TR AFFECTED TRADES AND MATERIALS, WITH SPECIAL ATTEN-
SUFFICIENT -5 TO ACCOMMODATE BOTH PIPE AND PIPE INSULA TION,
OR AS DIFFERING FROM PLANS.
FINISH
E bTRUCT URAL CONCRETE AND AIR CONDIVrONING IRADES,'
IF A Y� W
N MgZF I S GH 7 A A
SANQ ISTUCCC)'AGGREGATF), SHALL CONFORM WI TH A
B IT
I
SPACE SHALL �E TIGHTLY CAULKED.
i5a-a CLEANING AND ADJUSTMENTi UPON COMPLETION OF WORK, CLEAN
T �STUCCO FINISH COATS SMALL BE HARD. SHARP
a. I FINISH SURFACES TO TEXTURE THROUGHOUT
DRAW I N(�S
Q
GRAINS FREE FROM SOLUABLE SALTS OR INJURIOUS AMCIUNIS ON OrlfAN , IC
EACH AREA.
B. CARel B V
E
APPAR IN PROPER
M ATTER.
A. H TOR SHALL EXAMINE THE ARCHITECTURAL.- STRUCTURAL
ANU AT THE CORRECT ANGLE SO THAT NO CHANGE IN ANY DIRECTION WILL
C. IN
ECHANICAL DRANIN TING HIS BID. THE
HE
PROPER AIR DI.6TRIBUTION TOALL AREAS.
C, 51RAY CRETE, SHALL BE EQUAL TO MARBLE -CRETE " AS CISIRIbUIED
F PLASTER PLANES, A T,
OPENINGS, RUS ONTROL JOINTS.` DO NOT, ALLOW COLD
SUBCONTRACTORS W RD ANO -CONNECT WITH
ASA 5 DIaECTRIC f [ITI NGSt
BY PREM [A MARBLEY I TE OF OR LANDO. I t4C COLOR TO BE SELECTED.
JOINTS TO OCCUR IN FIELD
APPROPRIATE SERVICES ALL ITEMS SHOWN ON ANY OF THE DRAWINGS, WITHOUT
I ETWEEN COPPER AND
1515-9 TY, THIS CU14TRACTOR SMALL FURNISH A
V
OF PANELS,
ADDIYIONAL EXPENSE TO THE� OWNER.
STEEL OR WROUGHT IRON PIPING SHALL BE MAD IELECTRIC
PATTEN WARRANTY (COUNTERSIGNED by THE GENE STATING
.,WATER SHALL BE CLEAN AND Fit 10 DWLIN..
9F_9 INSIALIATION,
UNIONS.
THAT HE DOES tlEREBY WARRANT AND GUARANTEE THAT ALL WORK WILL Hr
6. THE ARCMITEC7VkAL DRAWINGS SHALL TAKE PRECEDENCE
FREE FROM DEFECTS IGN AND WORKMANSHIP FOR A PERIOD
4c--3 CEMENT PLASTER '(STUCCO),
A. INSTA T VER SUBST-ATES,_
R
E H O BVIL.OING
-6 FSTS.
ItA INSPECTIONS AND T
EPTANCE OF THIS WORK. I tsE
ATTACHED WITH PRIMER/ADHESIVE IN ACCORDANCE WITH MANUFACTURER'S
CONSTRUCTION. THE MECHANICAL AND ELECTRICA�,DFIA.INGS ARE DIAGRAMAIIC
A. T HE S 'F
COfjTRACTOR SH
ABOVE PARTY.FURTmER.AGREES THAT HE WILL, AT HIS OWN EXPENSE, REPAIR
A. I e A I jgU ALL,EXTERIOR AREAS OF THE BUILDING TO NL(k�lvt,
APPLY BOARD IN RUN
BUT SHALL HE FOLLOWED AS CLOSELY AS ACTUAL OF. THE BUILDING
OF AND
CH D L E
SPRA TED STUCCO SHALL F IFIST RECE I VE.' A 3�8 THI r K LE VEL I NG COA I
B
AND THE WORK OF OT HER TRADES W IL L PER" A T
TO rklt SATI SPACYION OF THE,INSPECTING OFFICIAL, TEST SOP THE
B D UR ItG THE TERM OF THE GUARANTEE
OF CEMENT STUCCO.,
O
SANIYAHY SYSTEM SHALL ALSO MEET THE REQUIREMENTS OF LOCAL� PLUMBING
0M THE OWNER OF FAILURE Of
C ALL. CHANCES FRO�l THE EIPAWINGS NECESSARY TO �'AKC, THE WORK (IF THE
CODES. ALL TESTS SHALL BE MADE BEFORE WORK 15 CONCEALED' OR INSULATED.
ANY PART OR PARIS OF THE GUARANTEED EQUIPMENT DURING THE GUARANTEE
9c�,t SPRAYED-STuCCO,
B. LEVEL A G
5u8CON!,jkACTJRS CONFORM WITH THC�8UILOING AS CONSIRUCTED AND TO FIT THE
.
I
PERIOD. OldINC, TO THE ABOVE CAUSES. THE AFFECTED PART. OR PARIS SHALL
WORK OF, OTI�Ek IRADt U TO THE RVL.ES OF THE BODIES HAVING JURISDICI ION
b - SOIL. WASTE AN D VENT PIPING SHALL BE�TESIED BY PLUGGING ALL
TLY wITH NEW PAR T BY AND AT THE EXPENSE �OF THE
A.. ''THIS CONTRACTOR S
SURFACES FLUSH.
SHALL UE MAOL uY 1-t '�LIOCONTRACTURS AT. THEIR OWN EXPENSE.
ING WITH WATER TO TOP OF VEt4TS ABOVE ROOF. ANY
CONTRACTOR. IN THE EVENT CONTRACTOR FAILS TO TAKE ACTION WITHIN
CRE TE PRIOR TO APPLICATION AND.SHALL CERTIFY THAT THEY ARE,CLEAN
C.
LEAKING JOINTS SHAL.L BE RECAULKED� ASPHALT. PATCH. CEMENTS OR
FORTY-EIGHT (48) HOURS AFTER BEING NOTIFIED, THE WORK
AND FREE OF DIRT, DUST, OIL, OR OTHER ITEMS WHICH MAY BE INJURIOIS
AUS:ANO AICCESSORIES WHERE SHOWN, COM-
5 CUTTJNG� PATCH G ANa JAL&VAIJULL
D_u
:JMPJUNUS SHALL NOT BE USED IN STOPPING, LEAK$. OEPECTIVE PIPE
ONTRAC TOR
HD Y �ltiE OWNER AT THE EXPENSE OF THE IN
TO HIS APPLICATIO
PLETEL.Y EMBEDDED IN PRIAER/ADHESIVE. INSTALL CORNER BEADS AT
FITTINGS AND SPLIT HUSS SHALL BE REMOVED ANO REPLACED,
A. ALL CUTTING AND PATCHING
ADO H B D R
E)F WALLS, PARTITIONS. FLOOR CONCRkTE
O
MATERIALS S B
AND PITS AND CHASES IN WOOD AND MASONRY WILL BE OONE BY THE GENERAL
HUY AND COLD WA AINTAIN A HYDROST
C. ATIC
ALLOWED TO SOAK FORAMINIMUM OF 30 MINUTE
c). GROOVE INSULATION BO STHETIC
TO INGS. OR AS DIRECTED BY THE ARcHl-
PREtiSURE OF 125 P.S. FOR A An 100 OF NOTLESS THAN FOUPHOUAS
ATION.
B ED AS IT, COMES, MIX1146 ONLY WITH
JOINTS) WHERE DETAILED.
ALL' CUTTING OF STEEL. WOOD OR OTHER MAIN STRUCTURAL PARTS
O
Gy EFFICIENCY CODEl THIS ON
ull-la � ENER TRACTOR SHALL BE
CLEAN WATER.,
No ADD" MIXES WILL BE PER Mr
ITTED IN THIS MATERIAL.
B RC RIOR TO COMMENCING CUTTING.
E. USING A S O
it)A I SHOP DRAWI MA'LL BE
WITH THE FLORIDA MODEL ENERGY EFFICIENCY CODE.
.
C.. MATERIAL SHALL BE
U. EACH butiCUNTRALTOR SMALL DO
SudMITTED FOR EQUIPMENT
'ALL AND MATERIALS FURNISHED OR BUILT BY THE
SHALL BE SIGNED AND SEALED BY A REGISTERED ENGINEER AND SUB -
WITH
THE MANUFACTURER'S
IN.
ALL NECESSARY EXCAVATION AND BACK-
FILLINr INCIDENTIAL
PLUMBING CONTRACTOR. MANUFACTUAEA'SNAME AND.It ATALOG INFORMATION
C O
RECOMMENDATIONS.
TO HIS WORK.
HALL INCLUDE IN
-ING,
F. IMMEDIATELY EMBEO ONE LA G FABRIC IN WET
SHALL BE SUBMITTED WITH BID FOR ALL EQUIPMENT AND MATERIAL TO BE
USED ON THE JOB.,
HIS BID ALL OF THE D THERETO.
DELIYERY
__PACKAG AND 5TORAGL Or ALj__M=E_l�C.UflED MATERIALS,
PRIMER/AOHCSIVE O 70 EDGES, INSUP NG FULL.
UMBING
SHALL BE DELIVERED 'IN THE OWIGINAL PACKAGES, DLES
IC. LAP FABRIC EDGES 2-1/2 IN.
ISA -8 SiZItu O� WAJER PIPE, ALL WATER PIPE MAI NS, BRANCHES
OF! THE MANUFACTURER AND THE BRAND. PLASTER AND
B DANCE WITH THE NATIONAL PLUMB -
G. ALLOW PRIMER COATING TO DRY 8 TO 10 HOURS BEFORE PROCEEDING
P
ISA -1 SCLjfE OF wORK� THE WORK OF THE CONTRACTOR SMALL INCLUDE ALL THE
WATER VELOCITIES SHALL NOT EXCEED 8 F.B.S. WITH ALL
THEY SHALL BE KEPT OFF THE GROUND, UNDER COVER AND AWAY FROM SCAT-
W
PED UNDER THE HEADING OF PLUMBING, AND EACH.INDIVIDUAL,
FIXTURE DEMAND UNI -TS ON THE LINE TAKEN INTO THE CALCULATION,
WL D
H.
DIVISION AS LISTED BELOW SHALL BE COMPLETE AND IN CORRECT WORKING ORDER.
TA
61RECTLY.CVER
IT INCLUDES ALL, SUCH WORK WHETHER LIStED UNDER THE 04EAOING OR UNDER ANY
ISA -9 Flt4ALE, TtlE CONT
SECTION 16A. ELECTRICAL
9C-6 PROTECTION OF WORK A _NQ BUILOING�t. ALL.FINISHED WORK, SUCH
OF FINISH REINFORCED PRIMER/ADHESIVE COATING. APPLY
OF THE OTHER DOCUMENTS FORMING A PART OF THIS CONTRACT.
ACCUMULATION OF WASTED MATERIALS OR RUBBISH
GLASS, SHALL BE ADEQUATELY PROTECTED BY THE CON-
E THICKNESS
CAUSED By,"ISEMPLOYEE S ON THE WORK, AND AT THE COMPLETION OF SAME,
TRACTOR FROM DAMAGE AND STUCCO DROPPINGS AND HE SHALL,MAKE GOOc)
CONSISTEN T WITH UNIFORM COVERAGE.
A. SM OF Sol,. WASTE AND VENT PIPING FOR THE ENTIRE
HE SHALL REMOVE HAS REFUSE FROM AND A ,.
GENERAL, THE GENERAL AND SUPPLEMENTARitGENER
*AL CONDITIONS
SUCH DA04AGE AT HIS OWN EXPENSE AND WITHOUT COST TO THE OWNER,
PROJEC T, INCLUDING ALL RUNOUTS AND CONNECTIONS THE,SANJTARY SYSTEM,
TO
THE SITE OF 'tit$ WORK BROOM CLEAN. AL -L -'FIXTURES SHALL BE CAREFULLY
ARE HEREBY
T ART OF THIS SECTION,
AREA.
COVERED WIj?jmEAVY CARDBOARD AS SOON AS INSTALLED TO PROTECT THE
2C-7 CLEANINGi 'AFTER COMPL
50 AS TO MAINTAIN A WEY EDGE. WORK TO EDGES AND JOINTS AN() 00
a. COMPLETE DOMESTIC HOT WATER SYS tEMSFROM WA TER HEATERS TO
Fl NIStIES..
16A S.
W
FIXTURES AS INDICATED ON� THE PLUMF31NG FIXTURE SCHEDULE IN THE DRAWINGS.
4
TRADES.
ALL PLASTER, RUBBISH. DEBRIS, STUCCO DROPPINGS,
i WH IN E O AS NOT.TO STICK TO
�COMPLEtE PLUMBING FIXTURtS Ab srrlEOULEO.
SECTION 158. HEATING. VENTILATION 6 AIR CONDITIONING
0-1 SUPE 'F WORK� EACH SUBCONTRACTOR SHALL HAVE A COM -
ETC.. SHALL BE
M B
PPLY FINAL TEXTURE BY TROWEL AND FLOAT. TEXTURE TO
PETENT SUPERINTENDENT IN CHARGE OF THE WORK At ALL -TIMES. THIS
D B N THIS
PROVED S AMPLE
COMPLETE COLD
THE GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS ARE
SUPERINTENDENT SHALL HE QUALIFIED AND HAVE SUITABLE EXPERIENCE IN
WATER SUPPLY TO FIXTURES SHOWN ON THE DRAWINGS, .
THE TYPE OF WORK TO ER THISCONTRAC7
AND LEAVE THEM.INI FIRST CLASS CONDITION.
INCLUDING ALL RUNOUTS AND CONNECTIONS OF THE WATER MEYERS"
B EGRAL PART OF THIS SECTION.
9E-10 , TERIALS_
PATCHES SHALL MATCH.ADJACENT SURFACES.
-AND
0-2 L MATERIALS AND OulPmENT SHALL BE INSTAL -
E. NECESSARY FEES. PERMI IS OTHER CHARGES REQUIRED BYCODES
SUPPLEMENTARY GE IONSi
LED IN A NFAt AND, FIRST CLASS WORKMANLIKE MANNER,
SECTION 9U. DRYWALL
9E-11 PLASTER
REMOVE PROTECTIVE
� OLITICAL SUBDIVISION HAV ING JUR ISO ICITION,
I
AND MATERIALS FROM
I
0-1 TRACYOR SHALL HAVE A COM_
CONNECTION TO WORK OF OlHC RS,
METAL ACCESSORIES., REMOVE PLASTER SPATTERS AND DEBRIS FROM OTHER
F. AT THE START OF CONSTRUCTION Or' THE BUILDINGS, PROVI DE TEMPORARY
PETENT SUPERINTENDENT IN CHARGE OF THE WORK AT ALL Yl MES. Toit s
UMI" T11F GENERAL AND SUPPLEMENTARY 'GENERAL CONDITIONS AN E
T
WATER SERVICE AT THE SITE
N
A, IME 'TO
14ADE AN INTEGRAL PART OF THIS SECTION.
B
TIME AS HIS
WORK PROGRESSES, ACH SUBCONTRACTOR SHALL EXAMINE THE WORK AND
THE CONTRACTOR
MATERIALS INSTALLED BY OTHERS INSOFAR AS THEY APPLY TO HIS OWN WORK
-SHALL FURNI SH ALL MATERIALS, LABOR
Y HE OWNER IMMEOIiT'ELY IN WRITING
'AND SCAFFOLDING REQUIRED 70 COMPLETE SATISFACYCIRILY ALL DRYWALL WORK
I L PRE VENT SATISFKCT ORY RESULTS IN TH
SHOWN ON'THE DRAWINGS ANDlOR SPECIFIED,
L •
I
it
I
r
s
L •
I
it
I
I 1
I
i�
d
dNFF
RFSIDUNTIAL
it,_, �L
!,'.,,ANY Af"PLIC BLE CODE. KEEP 'l Ho'S
ON AT ALL TINIZS.
i,
i
i