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HomeMy WebLinkAbout541 N Palmetto Ave (4)FORM 8 OOC— 84 F_I.ORIDA MODEL, ENERGY EFFICIENCY CODE FOR :BUILDING CONSTRUCTION SECTION 8 --- SIMPLIFIED ANNUAL ENERGY METHOD ADMINISTERED sr THE DEPARTMENT OF COMMUNITY AFFAIRS 9E� UNIT NUMBER STATISTICS NON — RESIDENTIAL BUILDINGS PROJECT NAME: HeIl1dn9wa 's 1 PERMITTING ADDRESS* Holiday Inn Sanford Marina 2 JURISDICTION NO.!&q):j7U CITY, ZIP CODE : Sanford, FL 32771 .2 PERMIT NO.- SCG) / BUILDER : Mac Miller ZONE 5 OWNER : Gerald R. Gross/Architect/Ayent 848 BUILDING Ce-AS'SIFICATION(S) : ZZ BUILDING VALUE $ Budget Compliance Figured SYSTEMS AIR CONDITIONING UNIT NUMBER TYPE EER SEER COP TONS 1 U 8.2 2 U 8.2 .2 RAISED FLR / INTWALL GLASS 848 1.0E U = UNITARY C = CENTRIFUGAL P = POSITIVE DISPLACEMENT ENVELOPE UNIT NUMBER Net U WALL NO. 1 3240 .19 NO. 2 1 ROOF 4212 .2 RAISED FLR / INTWALL GLASS 848 1.0E TOTAL COND. FLOOR AREA= 3278 S. F., LIGHTING TOTAL KW = 8195 HEATING UNIT NUMBER TYPE COP BTUH 1 E 1 1 E 1 E = ELECTRICAL RESISTANCE HP = HEAT PUMP G = GAS 0 — OIL COMPLIANCE SECTION 8 BUDGET 33.8 BUILDING MBTU/SF SECTION 4 BUIL M B T U_ C CUL 'T I C IV E �rQ D= In accordan e with Section 55' .907 I Piereby rtify that plans ar specificRQCode. ns covered pis cal .a ' n are in ornplia e ith the Flo 'da OWNER/ NT: _ DATE: 9/25/21 Review of the plans and specifications covered by this calculation indi- cate compliance with the Florida Energy Code. Before construction is completed, this building will e inspected for compliance in accorc ante with Section 553.908 F.S. �� , /Ltj . BUILDING OFFICIAL: — � OUR DATE: r -12 q rf t 7 1)9L F r 1 y , ` 5 ,1 O ul E 4 in uj IV A I A x2a am mm'k iim- "RONT VI LLAGE NORTHEAST PERSPECTIVE l 7 Soc> -� viliuTy. cm, I SANFORI) FIRE DEPARTMENT 1303 FRENCH A\JENUE SANFIORD, FL e�41 -k?Cd4u�m, I ME F u W I 0 a IL IF i PROJECT 7- NO. DATE OWN REV. SHEET NO IF i 1 344 U) 0 1 INDEX OF DRAWINGS LOCATION MAP a 0 0 L www 2 N 11.1 TITLE PAGE, INDEX OF DWGS., LOCATION MAP a �{ TTL 2 SP Sp 7 to CHAPTER 1 1.2 SPECIFICATIONS 0 GENERAL INFORMATION 1.3 SPECIFICATIONS CL INIAUDI'S DC ;ION HNIFRIA DATA, PROVISIONS IUR 11ITURIT I'ONSTRU('110N, uj I NDI X (11 DRAW I NGS , I ()FA I I ON HAI', I I F. U) 2.1 SITE PLAN 14 CHAPTER 2 2-2 UTILITIES & LANDSCAPE PLAN tv 2 .3 CIVIL SURVEY 2 SITE IMPROVEMENTS 13 I Nfl tID1 S At I ITEMS I RUIJ I 0N III R f A I N I N(j 10 111E SI If io cnJ U. uj 3.1 FOUNDATION PLAN & DETAILS 2 ff 0 3.2MEZZANINE PLAN & DETAILS 2 IL NTEGRAPH CHAPTER 3 La 3.3 ROOF FRAMING PLAN & DETAILS Dr 41 2 E , Ae 0( M 1'lAik1f'I 00t,iiiii \11; P- STRUCTURAL 3.4 FRAMING DETAILS 8t SECTIONS —01 IL n q - 10`0 won" if 101110)DI I(Al) 1�, IM) IIACKAIV), DRAW IV:', I NI'l I JDF I)' Al I I I t I.I') IJI WORK RI (1UU I Id'D I N 1111 BAS I I' S I RUC. TUBE 0 MOO41 ANID "1111, 11 1 (A f I UV) 01MW I \1;1-) ARI III fill IM11DINO. cancw" r ES) d. 1,101CII I III I Uv! Fulto <St. k w E III( !AQUINIT 0I MR'If UN. 4 Comme ./c o Gerymae St s E9 mw 46D!7 2! n 4i1 � 1111 �,,Ak 101', H 1r11'N I) I I -_), (11 NI H Y) I I'i46 pp St 3r SI co _�U q 11 4 q Z 13 fIVfl?[Al' 1% 11RIAIN ARI A!f') AND x 1: dIf I *f c -4r a < u fill 1 AM %ul IA "1(;"ql I M 1,1111tIA1 1 5 th UTO, I XF1 III') I Via . 71, -St.- 1� mj L) B11 St.',, 4 (m IL Jewett V) 10 Oth 51 uj tv M N1114M I't 1� �fl III IIH qq 4.1 FLOOR PLAN AA i;� 1,1 011 T F 11, 11 1 'IV')I 1111 I M�'I 1) M A q .4 0 4t i I I ul ;ol tg i Df (A I IAL i)(IINI AND IHFN fill "III I I c Aorn cRf�w$ -W-1 - . —_ - - 1 4 4.2 MEZZANINE PLAN va a - - i!i L� 1E n NUI-Ii?,l R (1 .1 . 10. 1') 1') "d It I f I,, CHAPTER 4 -;13 hT, oil. ;t u W anoo 4 r felumc IN ('111\11H 11, 111*,). -3 ELEVATIONS Iq jAve ENVELOPE AND SPACE " � I 15-ffi- -ST . r 0! M14 w Cc w JAAOPW IN IA I I NHIM-RS 4.4TOILET & UTILITY CORE DETAILS colph 1 DIVI DE RS 10a 'L (9 < u • (AII If N1111131 R AND A DA' 111 1 1 T(.. (> 4 0191h otplino D `0 aro 10. 1 111 DI FAI I. NUfUl It ')III I I A �- 44 2 th if INVI IJD1') Al I I fl`M) M W(JRK HI IAI I M 1) 0% 1111 1 X I LI? I (M Ill I IIF 'Ong I"), ('IIAI'rl 1310). Dr. HU11 DIV., INCI IJDLN(*, 10ARUM I ', RMIN(;, 0 YIN(.. I IF.; IVI lJDI a _t 1') � 11 '-TRK Rl' 1 4 f I Nt; I U I I If I N I f R 101? I'A(l I VI t 11) 1 Nk At, I lif 0 KOP 24fh-:( w I'AR I I I I UNS, I I 1 ('111 1 N It R I OR I IC. Aru! lumn9a owlcl 24th 4 PI r24r 4444 Xh 92 o Soriro Ca W w Va ar E 0 3k riarclifft St 8c 'o If ct 26 St a 60 --- 0 If on S V w L) v uj cl y 27th st w I ,el V) Ne 0 vi, i,e ■ f 5 Sr '01m Oth 0 L re alva 2 by c 0) — ---- -- :,p Ourt -2 29" 92 Of u Z r y " t 51 twl"Lit I 81v qt 9 0 St W cc 1, Lake irporl E)ig(J PA LL rl 0, Ada DonwcI =(5L- j > CHAPTER 5 0:r cc 0 CEILINGS cc 0 a U'6 LL CC • It)V') 131 W(IRV III RTA I%INO 'I() fill 11 11 i\11k.0 (. CC < z 0 U. 0 U) -Z ca W 10c0 w LL. z 0 CHAPTER 6 < FIXTURES AND FITTINGS J. I Nfil fJD1!1 Al I I I 11`45 1)1 WI)I?K RI I Al I N( " 10 ('All I Nf I HY. (1.11 JN II RS, SHI'lAl 11WII)NINT, AM) `)11111 .BIZ lTltl',. w 7.1 HVAC PLAN & DETAILS u w CHAPTER 7 0 HEATING, VENTILATING AND a AIR CONDITIONING jj I N(ItUff') At 11 I I t1) Of 6'J0HK 1)[-RIAININ(, 10 1111III-AfINfl, AND S ('t101 INC; SY(J111')'. 8.1 PLUMBING PLAN & DETAILS CHAPTER 8 PLUMBING PROJECT NO. I NFI IIDI AI -L I THI(i) f WORK Rt_ (JUIRID By Illf I'LU1,11OV, SY'4171'Is. DATE OWN REV. 9.1 ELECTRICAL PLAN & DETAILS CHAPTER 9 SHEET NO. ELECTRICAL INCLUDES AtA 11EMS Of WORK RF(JIITR[D 13Y It -If FIFCIRICAI. SYSTEMS "i IIIUl I LEa_ZUUJ 5EcrioN 2c LAN05CAPING 38-e FOUR COPIES OF SHOP DRAWINGS AND DESIGN FRAMING ND WORK FQR QTHFR TgADF.5, SECTION aB, MET S cc CALCULATIONS, SEALED BY A REGISTERED ENGINEER MUST BE SUBMITTED TO THE w SECTIoN IA. GENERAL CONI) I r I oNs A'. 8 I Q QQN0 1 (3 1 05 SHALL HE ACCOMPANIED ARCHITECT FOR AP H T opies SUBMITTED TO THE CONTRACTOR FOR EA�gPr AS OTHERWISE SHOWN, ALL PARririatis SHALL BE OF 2AI. 66-I GEN H N D SUPPLEMENTARY, GENERAL CONDITIONS AN AMOUNT NOT LESS THAN FIE'PERCENT (5%1 OF THE Amoutir OF �C_l H N N N NDITIONS COORDINATION AND SHALL SHOW DIMENSIONS AND LOCATIONS OF ALL OPENINGS, T !6" O.C. STUD PARTITIONS SHALL BE PROVIDED WITH ARE HEREBY MADE ANLIATEGRAL PAR rOF THIS DIVIS LON. rate HIO. TH D IN D ARE HEREBY MADE Art INTEGRAL PART OF THIS SECTION. OS. AND CUTOUTS. S 3CLES Aa.D TOP PLATES Warta otmErislotis NOT LESS THAN THE STUDS, OR 2 'co . N rRA(-. r OF Nor LE55 THAN THIRTY (30) DAYS. BE AS IA 001711MFN r5 t THE CONTRACT INCLUDES THE AGREEMENT, THE FIGURATION WITH RESPECT To MANUFA ND DETAILED. SCOPE *OF WORKa CuNsisrsOF FURNISHING ALL PLANT, LABOR Pr -2 5000INGI 500 SHALL HE BAHIA STOCK IN GOOD CONDITION LAID IN DRAWINGS. AND rHE SPEC IF ICAT IONS. THE iNrENr OF THESE DOCUMENTS IS THESE DRAWINGS M t HE ARCHIrECT'S OFFICE BEFORE ND O THE INSTALLATION OF METAL DOORS AND FRAMES AS 0"INCLUOE ALL. LAqR, MATERIAL, APPLIANCES AND SERVICES OF EVERY a. C, rHE CONTRACTOR SHALLFURNIsm TO THE H WITH EACH SECTION TIGHTLY consrRucriati BEGINS. 6. UPENING IN STUD PARTITIONS AND WALLS SHALL BE FRAMED AROUND SHatm Ott THE DRAWINGS ANO/OR HEREIN SPEC.IFIED. 41140 NECESSARY FOR THE PROPER EXEcurioN OF THE dURK, AND THE reRms OW N NT EQUAL TO ONE HUNDRED aurTED AGAINST ADJACENT SECTIONS. rED. OR DIS- *ItM DOUBLE STUDS AT EACH SIDE AND DUUHLE HEADERS ACROSS aAND COND I I I Ora 5 OF: PAYMENT FOR THIS WORK. THE DOCUMENTS SHALL BE PERCENT I I Doi) OF THE Cora rRAc r PR ICE. THIS HONE) SHALL BE 'EASED SOD. AFTER ALL SOO 15 IN PLACE IT SHALL BE THOROUGHLY ROLLED -iR-R GUARANTP17, THis CONTRACTOR SHALL SUBMIT A WRITTEN GUARANTEE RESTING Ott THE SHORT STUD AT EACH END. THE DOUBLE HEAOER SHALL 68_1 MArFRIALSs N. AND WHATEVER IS CALLE0 FOR Be ANY ONE OF THE DOCU- SUBMITTED WITHIN TEN (10) DAYS FOLLOWING SIGNING OF THE CON- TO ENSURE A TRUE AND LEVEL INSTALLATION. UPON COMPLETION OF THE B ENGINEER, GUARANTEEING ALL WORK PERFORMED UNDER THIS D t D AND SHALL BE rRUSSEU OVER FOR ALL OPENINGS OVER AUGE STEEL, , I rH MENrS SHACL"8E TRACI. ROLLING OPERATIN S SMALL BE THOROUGHLY 'WATERED AND DN T NN R TD IN IDTH AND HERE MORE THAN Two STUD$ ARE cur AWAY. M 1 N- II TIUN Iva NJ ''KNOCK-I)OWN1.1 THE OWNER NOTIFIED IN lRIriNG rHAr THE INSrALLArioN 15 COMPLETE. INTO THE STRUCTURES. LMUM HEADER SIZES PER OPENING. 4 FT., TWO 2 X 6'Si 6 FT., TWO IN CONCRETE PANEL WALL.5 SHALL BE OF THE lazz DqCUMENrS. DIVISIONS AND SECTIONS, r I TL E 5 TO 0 1 V I 5 I ONS ANC) C, r,uaRANTY Britm, THE CONTRACTOR SHALL BE IN A POSITION 2 A d1s, a Fr., TWO 2 A IVSi io Fr.. TWO 2 X 12'S. TYPE, WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB To BE SET INTO MORTAR FILLED CELLS A.T. EACH SIDE. �0criotis im THESE CONSTRUCTION DOCUMENTS WERE INTRODUCED, MERELY TO FURNISH, (UPON DEMAND BY rHE OWNER) A ONE YEAR GUARANTY 3 rRPPS, SHRU85. PLANT,;, GROUND COVER, . L jF9R COMPLETE SEGREGATION OF THE SEVERAL UNITS OF MATERIAL AND LABOR. BOND TO COVER REPAIR AND/QR REPLACEMENT OF ANY CONSTRUCTION C. DU ALL CUTTING Art() FITTING FOR PLUMBING, AIR coNDirioNING. B UAL TO. THOSE MANUFACTUREO,FjY ALLIED OR EQUIPMENT FOUND TO HE DEFICIENT FOR A PERIOD OF ONE (1) A. TREES, SHRUBS. AND PLANTS SHALL BE PLACED IN BEDS PREPARED VENTILAr NG ELEC rR ECAL WORK AND OTHER EQUIPMENT AS NECESSARY STEEL PRODUCTS. N ry, EITHER DIRECT OR IMPLIED, IS ASSUMED BY THE ARCHITECT FOR OMISSION E DATE OF FINAL ACCEPTANCE BY THE OWNER. Y INCORPORATING 25X BY VOLUME PEAT MOSS WITH NATIVE SOIL. MATERIALS AND A S 01 5 06 DUPLICATION BY THE CONTRACTOR DUE To 4 IRL TED. FURNI 01 AN INSTALL -ALL NAILING BLOCKS. NT OR MATTER IN THESE CONTRACT COST OF THE GUARANTY BLIND SMALL BE BORNE BY THE OWNER. SMALL BE HEALTHY, AND PLACED IN rHE QUANTITIES AND AS LOCATED Ott THE 3. OUORSs HOLLO METAL OOoRS SHALL BE FORMED USII�G III CONSTRUCTION DOCUMENTS. N COMPLETION OF INSTALLATION. PLANT M 0. N M BE FURRED DOWN AS DETAILED WHERE INDICATED. EL. DOORS 5,8ALL -LF-ANINQ UP, rME CONTRACTOR SHALL KEEP rHE PREMISES BE rHOROUGdl_f ArERFD. SEcrIoN IiA. MASONRY AT THE FACTORY TO iA­j 015CREPANCY IN PIANS AND SPFCfFICATIONSi IF, IN THE CON- IN D ND E. FRAMES SHALL BE WOOD AS DETAILED Ott INI DOORS *SHALL N ul TRACTOR'S OP -INION ANY WORK 15 INDICATED IN THE DRAWINGS OR 19 rME COMPLETION OF HIS WORK HE SHALL REMOVE FROM THE PREMISES a. ALL PLANT MATERI H IDA GRADE NUMBER ONE (1). AS. H N O LQ LEMEN1`5 ANO SURPLUS MAI`ERIAL.S AND LEAVE THE " FLORIDA EtiERAI SPECIFIED Ira SUCH A MANNER AS WILL MAKE IT IMPOSSIBLE TO PRODUCE DETERMINE[) of " GRADES AND STANDARDS FOR NURSERY STOCK - -rHE GENERAL Atli) SUPPLEMENTARY GENERAL CONDITIONS ARE T NIONS SHOwN.UN THE DRAWINGS AND S A.�Firtsr CLASS PIECE OF WORK Ott SHOULD DISCREPANCIES APPEAR BETWEEN BUILDINGS EIROCIM-CLEAN. IF THERE IS ANY DELAY iN THIS REGARD, OEPARrMENT OF AGRICULTURE. MADE Art INTEGRAL PART OF THIS SECTION. F. CoNsrRucr THE WOOD FORMS FOR THE CONCRETE BEAMS, SLABS. BE EQUAL To THOSE MANUFACTURED BY ALLIED'STEEL PRODUCTS. D EIFICATION, HE SHALL, REFER SAME To THE ARCHITECT CLEAN I W E OWNER ANO CHARGED BACK TO THE N T RM 4ORK AND TEMPLATES REQUIRED He OTHER TRADES. FOR INTERPRETATION F3FFnRF PRra,­F�Qitin WirH THE ORK, IF CONTRACTOR AN OR ST,OPF OF WORK, THIS CONTRACTOR SHALL FURNISH ALL MATERIALS tq , CONTR C r t3ljARANFFFi ALL SOD, TREES. SHRUBS. PLANTS, AND GROUND COVER 69-4 IN5rAl I 8rjQN. FAILS-ro MAKE SUCH REFERENCE, THE ARCHITECTS opiNION SHALL BE Cora- N H INSTALLER FORAPERIOD OF NINETY N NT R RK (INCLUDING CON- A -A FIN15H CARPFUTRY WQRK, JIN GENERAL THIS CONSISTS OF$) A. D O THE CONCRETE WALL SLOERC-0 BINDING. .Ott THE DRAWINGS THE ORD " TYPICAL" '15 INTENDED IA -2q r`QQF OFVlArION5i ANY QUESTIONS ON, OR DEVIATIONS (90) DAYS. CRETE BLOCK WALLS. PARTITIONS. ETC.) SPECIFIED OR sHodN Ott THE PANELS AT EACH JA NM OF THREE BOLTS AHM TO CALL ATrENI`jCB4 TO THE FACT THAT THE REFERRED TO CONDITION 15 FROM LOCAL. STATE OR FEDERAL GOVERNMENTAL CODES OR REGULA- I H . rHE WORK SHALL BE PROPERLY COOR- it.)rio At,O IRIm. FINISH OOD BASE AND TRIM SHALL BE KILN SET IN MORTAR. UPON COMPLETION OF INSTALLATION, Lj TO BE REPEATED IN.OTHER SIMILAR CONDITIONS THROUGHOUT THE JQU, TICINS WHICH MAY BE FOUND Ott THE CONTRACT DOcUm`ENrs SHALL 2r-5 r�EAN-IJ12; UPON COMPLETION OF THE WORK REMOVE ALL DEBRIS. LINArED 1rH ALL OTHER TRADES ON THE JOB. OR I ED NO. I WH I TE, P INE . POPLAR OR Gum, FREE FROM DEFEC TS. W I TH N OUCH -UP ANY DAMAGED.UR RUSTEE)AREAS IMMED IA TEL Y BE EROuclH T TO THE AT TENT ION OF: THE ARCH I rEc r N S. CONTAINERS. ETC. FF40M THE JOB SITE. z-APOSED FACES AND EDGES SANDPAPERED BY THE MILL HEF' E FINISHING. 0 16-ta �AMPI F�" THE CONTRACTOR SHALL FURNISH FOR APPROVAL ALL FOR RECTIFICA TION, ANALYSIS, OR CLARIFICATION. MATFRIALSj ALL INTERIOR ANGLES SHALL BE COPED Hur NTS SHALL BE SAMPLES AS DIRECTED. SAMPLES SHALL BE SUBMITTED i3FFQRF USE OF EVELED AND FITTED To HAIRLINE JOINTS. POLYVINYL CHLORIDE MQLD- D HUNG STRAIGHT. PLUMB AND TRUEAND SHALL rate MATERIAL ON,THE JOB. R IA.�5 �FSPijtj�1811 IT,(. THESE DRAWINGS AND SPECIFICATIONS ARE aICRE: T� ULOCK I CONCRETE BLOCK SHALL BE FURNISHED IN NOM- ING EQUAL To GEORG I A- P AC I FIC "VINYL SHIELO"MAY BE USED FOR BE -HANDED' a AS SHOW C 2 D ., THE RESPONSIUIL-IrY OF THE ARCHITECT. ANY CHANGES. UELErioNs INAL STANDARD SIZES AS SHOWN ON THE DRAWINGS, AND SHALL CONFORM BASE IF 'APPROVED B A rFRAME SHALL HE 1/0'' TYPICAL. CLEARANCE ATFLOOR -4 To THIS PROJECT WHICH ARE HOT APPROVE[) IN To A.S.T.M. SPECIFICATION C-90 FOR LOAD BEARING TYPE AND C-90-44 (n iA-5 MATERIALS, APPIlANr.FS. FMPIOXFES, EXCEPT AS ortiErawisE *nIIING BY THE ARCHITECTS ARE ENTIRELY THE RESPONSIBILITY OF FOR hON-LCAD BEARING TYPE. ALL UNITS SHALL 8E OF UNIFORM SIZE. C. -) 5r r SHEt I Nc- NTALL ALL CLOSEr SHEL V I NG SHALL BE To SUIT THRESHOLD CONDITIONS AS REQUIRED. IL No r ED. THE CONrRAcroR SHALL PROVIDE AND PAY FOR ALL MATERIAL. rate PARTY MAKING THESE CHANGES. IN MAKING THESE CHANGES ITH- SAME COMPOSITION, SQUARE AND TRUE. WITH UNIFORMLY TEXTURED FACES AS INDICATED ON THE DRAWINGS. SHEE,VES 11-1/2" SHALL BE I X 12 0: ., I LABOR. TOOLS, WATER. POWER. AND orHER ITEMS NECESSARY To com- ur VE rate ARCHITECT HARMLESS �,ECrION 3A. CONCRETE AND UNCHIPPED EDGE. BLOCKS SHALL BE ADEQUATELY PROTECTED AGAINST SOLID STOCK. SECTION aC. ENTRANCE DOORS AND 5TQREFHONrS W 0 PLErE THE WORK. N OH MATERIALS SHALL FROM ANY LEGAL ACTION AND ASSOCIATED LEGAL FEES WHICH OCCUR LAYING Ira THE WALLS. BE STORED IN A SAFE DRY PLACE. ALL WORKMEN AND Suu-CoNrRACTURS AS A RESULT OF THESE CHANGES. (, t ',rnFl, POLESt WHERE INDICATED ON DRAWINGS INSTALL I ac -I GFNERALs rHE GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS D H T MECHANICS WHOSE WORK 15 UNSAr- JA -1 ENi'RALJ� THE GENERAL AND SUPPLEMEN rA N E TIONS APE Pngri AND CEmEnr, SHALL COMPLY wIrHA.5.r,M. SPECIFICA- DIAMETER CHROME FINISH POLES, COMPLETE WITH BRACKETS AND HOLDERS. ARE HEREBY MADE,Atl INTEGRAL PART OF THIS DIVISION. 2 ISFACrORY To THE OWNER OR THE ARCHITECT, OR IS CONSIDERED BY THE MADE AN INTEGRAL PART OF THIS SECTION. O rIoNS C-IsO. HYDRATED LI -ME SHALL COMPLY WITH A.S.r.M. SPECIFICA- I 1) OWNER TO BE CARELE INO. UNSKILLED OR a rHERWISE oE3JEC- :3NCRErE SMALL ED IN ACCORD d1rH THE A.C.I. CODE, rION C-207, TYPE S. AGGREGATE FOR MASONRY MORTAR SH D. ALL ITEMS OF FINISH HARDWARE WILL BE FURNISHED UNDER BC -2 K CN NI O 2 rlQHA8 O NOTICE FROM THE OWNER. A.C.I. 5 r ANDARD 316-11. LATEST EDirjori. .Ir A.s. r.m. SPECIFICATION C-144. MORTAR MIX SHALL BE PREPARED SEcrioN 106. FINISH HARDWARE. AS SELECTED BY OWNER. BUT WILL BE AND MATERIAL TO Insr TN OORS AND STOREFRONT WORK EQUAL TO TYPE M OR 5 MAGNOLIA OR FLORI WATER SHALL INSrALLED UNDER rHIS SECTION. H O T DAWINGS ANU/0R HEREIN SPECIFIED. IA -6 JOB SIGN5i No SIGNS OR ADVERTISEMENTS WILL BE ALLOWED To 3A-? SCOPE OF WORK, BE CLEAN AND POTA OUT OWNER' S r APPROVAL. F. OFFIT, HL BE NOMINAL I" 13 3 MA rFRIA!5. r A. IN GENERAL. THE CIRK UNDER THIS SECTION (IF THE SPECIFICATIONS HO RAWINGS WHEN REQUIRED SECTION 2A, ,irE PREPARATION, EXCAVArioN RADING RrINrjj SMALL BE " OUR-O-WAL" TRUSS TYPE -rRANSPARENr STAIN OR EQUAL. A. ENTRANCE DOORS SHALL BE EQUAL TO KAWNEER SERIES .350 . THE CONTRACTOR SHALL 51.113- INUS L TN N ra Q WIT IM N fimiall MIT WITH SUCH PROMPTNESS 50 AS TO CAUSE No DELAY IN HIS WORK, t D T NNGS, COLUMNS. F. P,T;7Ri.:)B TRIMa EAFERIOR Ywou TRIM ANDIOR SHALL BE OF STYLE "N" PUSH AND PUL -L PLATES Ott BOTH FACES. (OR IN THE WORK OF ANY SUB-CONTRAcron). THREE COPIES OF ALL PA -1 �FNFRALI rnE GENERAL AND SUPPLEMENTARY GENERAL Cowl- B o OTHER CONCRETE CALLED FOR Ott THE DRAWINGS, PRECAST (,'0NrRF:TE I lNrELSi NRETE LINrELS O ATCH ADJACENT wobD. H BE BUTr HINGES WITH SIN(;LE ACTING 500P AND/OR SETTING DRAWINGS AND SCHEDULES REQUIRED FOR HIS rIONS ARE MADE Art INTEGRAL PART OF THIS 5ECFIQN. �IALL BE EQUAL IN STRENGTH TO THE PRESTRESSED AND PRECAST " Ull IL W OVERHEAD CLOSeRS, DEAD BOLT AND THRESHOLU., MM WORK. AND THE ARCH I rEc r SHALL REV I EW THEM w I rH REASONABLE a. ALL BE suBm I r TED FOR ARCH I TEC T ' S APPROVAL LINTELS MANUFACTURED BY CAST-CRErE CORP. OF TAMPA, FLORIDA. �A-i �ABINFr5 ,Np Mjj_t,WORiil. E S w PROMPTNESS, MAKING DESIRED CORRECTIONS, INCLUDING ALL NECES- A. _5_rOEF OF WORK, ED STEEL PLACEMENTS. 5ARY REQUIREMENTS FOR ARTISTIC EFFECT. CONrRAcroR SHALL MAKE 4A-3 H�INDLING AmO SrORAGF OF MATERIALS, ALL MASONRY UNIrS A. AND INSTALL ALL CABINETS. DRESSING COUNTERS AtJO a. STOREFRONT SMALL BE EQUAL TO l(AwrlEER rRIFA8 -450'' vi Art 1''CORRECT IONS REQUIRED BY THE ARCHITECT AND SHALL FILE WITH A. Ira GENERAL. THIS CONTRACTOR SHALL DO ALL SITE CLEARING JA -3 rlRfjP,.)RfI0jjjN(� AND STRENGTH IIALUFS_L SHALL LIE CAREFULLY HANDLED TO PREVENT DAMAGE BY CHIPPING. CRACKING. VANITY UNITS AS SHOWN AND DETAILED Ott THE DRAWINGS. UNI IS SHALL H N STEM WE ral A MEDIUM BRONZE FINISH. HIM L#�U CORRECTED COPIES. THE AncHirECT'5 APPROVAL OF SUCH UIRED, INCLUDING REMOVAL OF TREES AND EXISTING OR SOILING. BLOCK UNITS SHALL BE STACKED Ora PLANKING 'otiTki THE HAVE LAMINATED MICA PLASTIC FINISH Ott ALL EXPOSED SURFACES. H BE INTERNALLY REINFORCED WITH STEEL DRAWINGS OR SCHEDULES SHALL NOT RELIEVE THE CONTRACTOR FROM FEATURES DESIGNATED FOR REMOVAL. ROUGH GRADING (CUT AND FILL A. �F S OF I ONCRF rE I ALL 5 rRuc rURAL POURED CONCRE TE SfiALL BE CELL 5 HOR I ZON rAL TO PERM I T FREE VENT I LA T IDN AND SHALL BE 5 rORED INN DW NS. SIDES. RETURN N ORDANCE im MANUFACTURER'S RECOM- rate RESPdNSIE3ILiri FOR DEVIATIONS FROM DRAWINGS OR SPECIFICA- EXCAVATION FOR ALL FOOTINGS. BACKFILL UNDER SLABS. AND FINISH 3500 STRENGTH CONCRETE. ra D FoorrNGS SHALL N THIS ConrRAcrCR 5HALL INCLUDE ALL CABINET HARDWARE, PULLS. NYLON MENDA r I ON S. TIONS. UNLESS HE HAD CALLED THE ARCHITECT'S ArrENTioti To SUCH OUGH GRADING SHALL BE COMPLETE OVER ENTIRE BE 2500 P.S.I. STRENGTH CONCRErE. ROLLERS. AND METAL CHANNEL CENTER GUIDE. MAGNETIC CATCHES. HINGES U U) DEVIATIONS AT THE TIME OF SUBMISSION, NOR SHALL IT RELI�VE SITE. SEE CONTRACT LIMITS SET IN DRAWINGS. M H 4A-4 RY WAII CONSTRUCTION; H E INSTAIIA(ION. ENTRANCE DOORS AND STOREFRONT 'WORK NL RS OF ANY SORT Ira SHOP DRAW- B IRECTED TO BE USED FOR COMPACTED FILL MATER- U. MjAjlijr�L MIXING MEASUREMENTS OF MATERIALS FOR READY -MIXED N O AIN FINISkj AND THICKNESS AS SELECTED By THE M B N B MN SKILLED INGS OR SCHEDULES. N INIT LALS AS SPECIFIED. our SHALL BE FREE OF ALL HUMUS, ROOTS. CONCRETE 3MALL CONFORM To A.S.T.M. SPECIFICATIONS C-94. LATEST A, ALL MASONRY ALLS SHALL BE TRUE: AP40 PLUMB AND BUILT TO 0 ANER . INTERIOR FINISH OF ALL CABLNErS AND DRAWERS SHALL BE INTHIS TRADE. ALL 'WORK SHALL BE DONE IN ACCORDANCE WITH THE IN HALL Nor BE CONSIDERED AS AN EXTRA WORK ORDER. DEBRIS. ETC. EDITION. THE THICKNESS AND TO BOND PATTERN INDICATED ON THE DRAWINGS. mMLrEll SPRAvED ENAMEI, OR LACQUER. THIS CONTRACTOR SHALL RECOMMENDATIONS AND THE BEST PRACTICE FOR THE THIS SECTION SHALL ONLY APPLY WHERE THE ARCHITECT HAS BEEN WHERE NO BOND OR PATTERN 15 INDICATED. THE 'AALL SHALL 8E,LAID INCLUDE THE INSTALLATION OF THE SINKS, AND LAVATORIES. AND SrAlN_ TRADE. LU RETAINED FOR cotismucTION ADMINISTRATION, OTHERWISE SHOP a. EXCAVATING Art() BACKFILLING FOR SEWERS. WATER. PLUMBING. 3A-4 FORM51 it, STRAIGHT UNIFORM COURSES WITH THE uNirs REGULARLY AND UNIFORMLY L IMS (FURNISHED BY OTHERS) IN HIS COUNrERroP5. 14 �. H BE SUBMITTED TO THE OWNER FOR APPROVAL. PARKING AREAS, ETC., 15 JOITS irM TE COURSES BELOW AND ABOVE. .3,* - 5 PROTFCmiti, UPON COMPLETION OF THE INSTALLATION INCLUDED UNDER THEIR RESPECTIVE SECTIONS OF THE SPECIFICATIONS. A. �FNERAL_L rORMS SMALL coNFonm To SHAPE. LINES AND DIMENSIONS B. ORA.ER coNrRucrioN SHALL 13E ALL woou WITH mINlmvm THICK- THE CONrRAcroR SHALL THOROUGHLY CLEAN AND PROTECT IA -a ROYAUTIE5 AND PArFNr5. THE CONTRACTOR SHALL PAY FOR AS ShON Ora THE DRAWINGS PROPERLY BRACE OR TIE TOGETHER To MAtNrAlN B. CON rRAC TOP SMALL PROV IDE A S" SQUARE CLEANour MOLE IN NESS OF aorTOMS. SIDES AND BACK, CABINErs SHALL HAVE SUCH fHAr IT IS READY FOR FINAL INSPECTION AND ACCEPTANCE. T /OR LICENSE FEES NECESSARY To BRING THE ?A-3 REMOVE COMPLETELY ALL TREES. SHRUBS. PAVING POSITION AND SHAPE. MAKE SUFFICIENTLY TIGHT TO PREVENT LEAKAGE THE FIRSr COURSE OF ALL VERTICAL FILLED CELLS. IrIrPRIQR M!2RrAjl ITH Irll ADEQUATE PROVISIONS FOR NJ BUILDING To COMPLN R. HE SHALL DEFEND ALL 4ALKS. UNDERGROUND CONSTRucrioN. BUILDINGS AND/QR STRUCTURES. OF MORTAR OVER MASONRY. TONE DOWNROUGH P N 51 r(J(�H I Hr'3 5MAJ a F3F r ij r SMnO rH AND At i OF0 To opop ro rHF For; r I N�4 LS. D T ac -6 GiJARAN rF E , THIS CONTRACTOR SHALL PROVIDE A TWO (2) son INNGNT HTS AND T TS ' ATED Nor To BE REMOVED) AS STAKES AFTER POURING. TOP ANT) rt PANET) C)(Jr DAII '( AT FrIO OF 0PFRArl!2N, CABINET INiTALLATIOtt FOR LEVEL. EASY AND FREE OPERATION AND tEAR GUARANTEE AGAINSrFAILURE OF MATERIAL OR WORKMANSH IP. w SMALL SAVE THE OWNER HARMLESS FROM LOSS ON ACCOUNT THEREOF. WINGS. H E CUNS rRUC TED . I rat EDGE GLa I BE S. ALL MARS. DEFECTS, ?A -j 13. M6T;:RtAL. CONSTRUCT CONTACT SURFACES OF ALL FORMS FOR EXPOSED C. ALL MORTAR FOR MASONRY *ORK SHALL BE LAID UP IN PATENTED MA50NRY SCRATCHES. ETC.. SMALL BE PATCHED OR OTHERWISE MADE ACCEPTABLE. RMIrS AND REGULATIONS, THE OWNER SHALL FURN- EXISTING TOPSOIL COVER SHOULD BE GRADE PLYWOOD AND NO. I COMMON BOARDS FOR UNEXPOSED MkTAR SIMILAR To FLUPIDA MASON'5 MIX OR MAGNOLIA onrAll MIX. THIS INSTALL PLASTIC SCRIBE MEMBER AT THE INTERSECTION OF CEILING �)E-_'I`ION aU, OVERHEAD DOORS IS" ALL SURVEYS UNLESS OTHERWISE SPECI N STRIPPED A DEPTH OF ONE FOOT, ALL MUCK WITHIN THE SECTION O RK . DS GHr AND SNUG WI rH ALL LINES TRUE AND PLUMB. M ORTAR MIX CEMEN I SMALL BE PROPORTIONS OF I PART MORTARIMIX AND ALL$. ALL miALL CABINETS SMALL BE SECURELY FASTENED TO I 15 . r _Efj;P-`a1 THE GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS LICENSES OF A TEMPORARY NATURE NECESSARY FOR THE PROSECUTION DESIGNATED AS BUING H Y EMOVED. AND WITH VERTICAL JOINTS HOT MORE THAN ONE BOARD Ira WIDTH. T A D. AND OURKED WITH CLEAR WATER TO rHE PROPER RES . E F B UN DS P ER LINEAR FOOT OF CABINET. B N ID FOR BY THE c6wFlAcroR. THE AREA BACKFILLED WITH CLEAN SAND. FOLLOWING THIS. com- ALL MEASUREMENTS B . ANTIHeDRO WATE Y rt INTEGRAL PART OF THIS DIVISION. IN N N O T PERMANENT H E ACCOMPLISHED THROUGH rate USE OF A rRACTOR CONS rRUC T FORMS B A r ,a I ILL HAVE BE ADDEO To MIXED MORTAR ACCORDING TO MANUFACTURER NS C. BA [a VAN I r T UNI TS SHALL FOLLOW SPEC IF ICA r ION FOR CAH - STRUCTURES, OR, PERMANENT CHANGES IN EXISTING FACILITIES DRAWN VIE3RArORf ROLLER TO ENSURE UNIFORM COMPACTION 1`0 A MIN- EXPJED EUGES AND THAT ARE TO BE BUILT ON TOP OF GRADE. REMOVE TO REDUCE SHRINKAGE AND AID PLASTICITY. No TE s THE CONTRACTOR SHALL INEfS AND HE AS DETAILED Ora THE DRAWINGS. .3n-:� NSISTS OF FURNISHING AL.L PLANT, LABOR H B O T N N OT IMUH DEPTH OF TWO FEET AND To NiNEry-FIYE PERCENT (95Z) OF FORMS A.�TER CONCRETE AS SET AND RUS CONCRETE TO REMOVE ANY LINES R UANTITY OF MORTAR THAN CAN BE USED IN 3 HOURS. AND MATERIAL FOR THE INSTALLATION OF OVERHEAD DOORS AS SHOWN SPECIFIED. THE CONTRACTOR SHALL COMPLY WITH ALL LAWS AND MAXIMUM DENSITY AS DETERMINED BY A.S.f.M. D.1557.7o MODIFIED OR PRQJECTIJNS. 0. StjbM I I SHOP DRAWINGS SHOING LL CONSTRUCTION DETAILS JN TnE ORAINGS AND/Ull HEREIN SPECIFIED. RN ING Ott THE CONDUCT OF THE WORK AND SHALL EQUENT FILL PLACEMENT TO FINISH GRADE SHOULD JA 5 L). MORTAR JOINTS SHALL HE 3/8" THICK. BOTH VERTICAL AND HORIZON- DIMENSIONS NUtES. E 17C.. FOR APPROVAL PR ION 1`0 ;VPLICA rION. iP The DRAWINGS AND SPECIFICATIONS ARE AT BE MADE IN 12" LOOSE LIFTS AND COMPACTED TO THE SAME PERCEN- TAL . JUINrING SHALL BE V-JQlNr HURIZONTALS AND FLUSH HEAD JOINTS WHERE MAr�RIAI 5, VARIANCE WITH ANY OF THESE LAWS AND REGULATIONS. rAGE OF MAXIMUM DENSITY UP TO FINAL GRADE. MASONRY IS EXPOSED. k4QRrAR JOINTS SHALL BE ate FACE OR E. MIN TIC H B T A. %iArERIALS 3MALL HE EQUAL TO THOSE MANUFACTURED BY A, c- ILEAN ALL REINFORCEMENT OF MILL AND UT CONCRETE MASONRY WHERE 4ALL5 ARE TO BE STUCCOED, PLASTERED OR USED OF MICAFA. FORMICA on rEXOLtrE. �O,IhELL IRON '90RKS, INC., KINNEAR ROLLINQ DOORS OR IA -10 PROTErflON OF WORK, PROPPBrY AND PER5QN5, - THE CON- FOWINGS, EXCAVATE FOR FOOTINGS. WALLS. OTHER COATING BEFORE PLACING. I BK ADJUST MEAD JOINT WIDTH WHERE REQUIRED TO MEET " OFF J. - WILSON CORP. UNI175 SHALL BE CHAIN OPERArEQ. TRACTOR SHALL ADEQUATELY PROTECT THE WORK. ADJACENT PROPERTY ETC. , To DER rHS SHOWN. EXCAVArioNs SHALL BE TO LINE AND WIDE - I NC TIN BY WIRE OR NDMINAL" FINISH DIMENSIONS. SPECIAL joitir TREATMENT SHALL BE DIRECTED BETWEEN rME JAM65 MOUNTED urilrs. AND THE B N S B B R ANY DAMAGES OR ENOUGH 170 PERMI I FORMING OF THE FOOTING SIDES, IF FORMING 15 P1 A( CL IRS Or. THE PLANS. INJURY DUE TO HIS ACT OR NEGLECT. FooriNGS EXCAVATED IN UNDIStURBED SOIL AREAS, OR AT inrERSECrION5 AND SUPPORT IN A MANNER TO KEEP METAL AWAY FROM a. IN.TAL,AT Ott, luiTALLAriati SHAL BE WIT S WH N HN SH UNLESS OTHERWI OW E. PLACE HDRtlorarAL JOINT REINFORCING EVERY 24" VERrICALLf AND IN 7 m.NuFAC rul"ER S IN srRUCTION5. [A-11 INSPECTION OF WORK, THE CONTRACTOR SHALL PERMIT AND GREATER DEPTH AS NECESSARY. Dl�il"ANCE BETWEEN ANY HAR AND EXPOSED OR UNEXPOSED SURFACES ACCORD FIRST BED JOINT BELOW WINDOW OPENINGS ACCORDING TO MANUFACTUPER'S IN- FACILITATE INSPECTION OF NER AND HIS AGENTS ING TO A.C.I. STANDARDS. 5TRucrioNs. INN LL LAP MINIMUM 6" AT SPLICES AND THICK- THORITIES AT ALL TIMES.- ?A-6 ACKFILLINCit C. 14FTAt REINFORCINGi F ARS SHALL BE E31LLET NE55 OF WALL AT CORNERS. CTON NSULATION 5ECY10ti BE GLASS AND GLAZING W IA -12 CHANGr5 IN rHF WORK. T WN N A. BACKFILL UNDER SLABS SHALL Nor BE PLACED UNTIL ALL INFORCING BARS. FREE FROM SCALE OR Rusr, BENT AND F. ON N OF ALL MASONRY WORK. THE CONTRACTOR SHALL RUB 7A-1 H N N N THE WORK. rHE CoNrRAcr SUM BEItiG ADJUSTED ACCORDINGLY. ALL IN ALL FOUNDATION WALLS ARE IN PLACE AND ODE AITH A MINIMUM FS -24.000 OU.N AND POINT UP ALL EXPOSED ALLS IN ORDER THAT SAME M ARE EREBY MADE A" IfIrEGRAL PART OF THIS Division. ;rtj9RAl a THE GENERAL Arab SUPPLEMEHTARf GENERAL CONDI rION5 ARE MAUE Art SUCH ORDERS AND ADJUSTMENTS SHALL BE IN 'WRITING AND SIGNED ACCEPTED. P.S.I. INN SHALL CONFORM To A.s. r.m. , A-305, LATEST FGR PAINTING OR OTHER TREATMENT. INTEGRAL PART OF THIS SFCT[Otl- RE COMMENCEMENT OF THE WORK. CLAIMS BY THE EDi rioN. 7A-? S,-,OPF OF 'dORK, CONSISTS OF FURNISHINGS ALL PLANT. LABOR CONTRACTOR FOR E T D EO B. BACKFILL MATERIAL UNDER SLA13S SHALL HE CLEAt4 SAND. G. THE MASONRY CONTRACTOR SHALL LAY our A STORY ROLE BASED Ott 8" UIREO TO INSrALL THE THERMAL INSULATION AS 5AJECUrlNrj rHE WORK INVOl. VFD AND APPF40VED BY rate OWNER OR HIS FREE FROM HUMUS Atli) DEBRIS. BACKFILL SHALL BE PLACED IN D. %jFSH FIFINFOgrItgal N 85 SHALL BE REINFORCED 5HOarl Ott rHE DRAftjNG5 AND/OR SPECIFIED HEREIN. 4ORK (NCI 9QEQi CONSISTS OF FURNISHING ALL LABOR, APPLIANCES AND a 1 rH COURSES, SHOWING i OR HEAD HEIGHTS. ALL PLATE LINES MATERIALS To COMPLETE THE itisrALLA , TION OF GLASS AND GLAZING OF ALL DOORS AGENT. HOT MORE 1"HAN 6" LAYERS, AND EACH LAYER THOROUGHLY COMPACTED WD WIRE FABRIC. UNLESS OTHERWISE NorED ON THE AND ANY OTHER OFFSETS OR PROJECTIONS IN THE MASONRY SHOWN ON THE or AND WINDOWS SHOWN Ott THE DRAWINGS D HEREIN. Be MECHANICAL VIBRATORS AND/OR WATER TO 95% OF MAXIMUM DEN- AAINGS N TIONS. OR DETAILS BEFORE STARTING ANY MASONRY WORK. IA -3 mArFRIAL5, . OF WORKE. THE CoNrRAcrOR SHALL DURING THE SLTY AS DET,ERAINED Be MODIFIED PROCTOR A.S.T*.M. D-1551-10. A. THERMAL INSULArran SHALL BE SPRAY APPLIED URETHANE 4E- MATERIALS, NCTION, AND UPON NOTICE, RE -EXECUTE ANY WORK SM BE BROUGHT TO UNDER SLAB LEVEL READY To RECEIVE 3A-6 Mi�IST(JRE BARRIER, OVER THE ENTIRE AREA OF SLABS Ott GRADE FOAM TO A NOMINAL THICKNESS OF ONE (I-) OVER ALL M. LAe NO WET BLOCK. AND IF RAIN THREATENS, Top OF BLOCK WALLS Vift- 0, C4 THAT FAILS TO CONFORM To THE REQUIREMENTS OF THIS AGREEMENT. DAMP-PROCIFImG MEMBRANE AND TERMITE TREATMENT. FOUNDATION LAY .006 INCH THICK POLYETHYLENE MEMBRANE EQUAL TO " V I SQUEEN. LAID THAT DAY OR TO BE CARRIED up THE NEXT BAY SHALL BE COVERED. ROOF SURFACES Art t A SOLAR WALLS SHALL BE ADEQUATELY SHORED OR BRACED. TO PREVENT MOVE- 9" MINIMUM. ruRN UP MEMBRANE AT WALLS FULL W D H ALL GLAS. FOR THIS INSTALLATION SHALL BE 1/4" FLOAT GRADE IA -11a r;)NrRAQr nFFAIA T, mENr Ott DAMAGE DURING BACKFILL O�ERATION. DEPTH Or SLAB. 1. REINFORCE() FILLED CEL.LS INOICATED Ott THE DRAWING NOMINAL WEIGHT OF THREE (3) POUNDS PER CUBIC FOOT. BRONZE" AS MANUFACTURED Of PITTSBURG PLATE GLAS UCTS �ETICAL OR HORIZONTAL REINFORCING AS NOrED AND CELL 6THER MANUFACTURE WILL BE ACCEPTED. LL. 4 A. SHOULD CONTRACTOR AT ANY TIME BREACH HIS AGREEMENT Ott C. N BUILDING SHALL BE FREE OF DEBRIS AND 3A-i_____PLAQING CONCRETE; FILLED WI RENGTH CONCRE7E. B. N EXTERIOR O N IN INT PRODUCTS tow 10; - FAIL ro PROSECUTE THE SAID WORK WITH PROMPTNESS. DILIGENCE COMPACTED Ira LAYERS Not TO EXCEED 12" IN DEPTH. iOLIDLY R-1) FIBERGLAS SArr INSULAriou WITH INTEGRAL VAPOR a. �z w N N T ANY or THE REQUIREMENTS A. NO CONCRETE SMALL BE POURED WITHOUT FORM ANL) STEEL LNSPEC- 1. S USE HORIZONTAL TRUSS TYPE BARF41ER AS CALLED FOR EIN DRAWING. RE3EARC. CO.. Ruo EITHER EQUAL AND SIMILAR Noti-i-tARDENING > WN ONCE TH LOCAL LAW (OR, IF NOTICE 2A- L FINISH QRA01tj(-,, THE ENTIRE SITE SHALL HE GRADED to rjoN BY THE OWNER OR HIS AGENT. jiNr REINFORCING T EVERY H0gI7nNrAl DINT. THE HORIZONTAL RE PRODUCT. USE PRIMER NO. 6 Be SAME COMPANY To PROMOTE BETTER ADHESION To z BE REQUIRED BY LAW, THEN AFTER-FC)RrY-EIGHT (48) HOURS WRITTEN THE FINISH LEVELS AS SHBWN. THE ENTIRE AREA SMALL BE LEVEL FORCING SHALL EXTEND inrO ANY ADJACENT FILLED CELLS. URETHANE FOAM SHALL BE SPRAY APPLIED To GLASS. 0 NOTICE EITHER BY REGISTERED MAIL OR BY PusriNG IN SOME CON- AND SMOOTH at rH REQUIRED SLOPES OR TERRACES TO BE UNIFORMLY B. CONCRE rE SHALL BE DEPOSI TED AS NEARLY AS POS51BLE it, I rs OATS AS REQUIRED THE JOB). PROCEED AS FOLLOOSs AND CAREFULLf FO T FINAL LOCATION N GATION. CONSTRUCTION S M r RIGHT ANGLES TO THE PREVJOUS C. SEALER AT VERTICA B H N in us ��u[RED of POUR INTERUPTING SHALL BE SO PLACED AS TO LEAST IMPAIR COA I . rHE APPLICATION [IF INSULATION MATERIAL SHALL A011ESIVE AS MANUFACTURE[) of Oupotjr. OR GENERAL ELECTRIC. W, Q. TME STRENGTH OF THE STRUCTURE. ACCEP;ANCE OF SUR O a1. PROVIDE SUCH MATERIALS, SUPPLIES, IA -4 rFRMIrE TR�ATHFNr OF 5011 AND F0ljNDArjr;Nj dAiLS: USE 3 B T W Ix -SlQtAlr4WTHE,F(JLLOWlt4G,,QUAtirjrlESFrO TREAT 5 SAME AND DEDUCT T FROM -ANY MONEY THEN OR T HE SOIL A 0 FOUNOA I I N ALL UNDER FL OR SLABS 0 . BUILDING, C. CN E DEPOSITED Ira HORIZONTAL LAYERS NOT U. SrANDARD 3 PLY BUILT-UP ROOF OF 20 YR. arCINDABLE f A NTS T 0 THEREAFTER DUE THE CONTRACTOR, OR OVER 18" IN OEPtH AND THOROUGHLY COMPACTED BY RECOGNIZED Ta'PE WITH WHITE MARBLE CHIP roppiNG SHALL BE BID A. rME CONTRACTOR SMALL FAKE Ara[) VERIF' 1, A. rMREE (3) GAL. EACH OF 10 LIN. Fr. ( I FT. WIDE STRIP) mETMUDS Or MECHANICAL VIBRATION. 5ECfI0N SA, METALS Aj ALTERNATE NO. 1. BILDING AS MAY BE NECESSARY OR REQUIRED. INCLUDING GLASS SIZES INDICATED Z 0 1 2. TERMINATE THE EMPLOYMENT OF THE CONTRACTOR, ENTER AT BOTH SIDES OF ALL FOUNDATION WALLS. SLAB EXPANSION AND Ott THE DRA.INGS. OR GIVEN Ira ANY SCHEDULE PROVI U. THE PROPORTIONS OF AGGREGArE-CEMENr, AND WATER -CEMENT FURNISHING THE WORK Ira WHICH GLASS IS To BE SET, HE SHALL BE RESPONSIBLE W6 UPLN rME PREMISES AND TAKE POSSESSION. FOR USE IN COMPI.ETING CONSTRUCTION JOINTS, AND WHERE PIPES PASS THR RATIO SMALL BE SUCH AS T ONE THAT CAN BE PUDOLEO CT D MENSIONS. ALL FITTING. AN T NALLATION OF r,iE -ORK, OF ALL THE MATERIALS, SUPPL.IES, TOOLS. EQUIPMENT 11E.L� THE 6EmEj4AL ANO SUPPLEMENTARY GENERAL CONDITIONS AF48 MADE N OF THE CONTRACTOR THEREON AND COMPLETE THE B. U LIN. FT. OF WALL APPLIED TO READILY INTO CORNERS AND ANGLES OF THE FORMS AND AROUND THE .'.�Ll_ IVK IIICLUUED HEREIN. S COMPLETED BY OTHERS, AND BE LIABLE TO Cott- INTERIOR CELLS OF CONCRETE BLOCK FROM TOP OF FOOTING TO REINFORCING airhouf EXCESSIVE SPADING, SEGREGATION, OR UNDUE Art IHTEGRAL PAi�r LIF THIS SECTION. .4 (8-1 rHE GENERAL Ara() SUPPLEMENTARY GENERAL CONDITIONS (14 ACCORDANCE ii I rH I rHE DIRECTIONS TRACTOR FOR No FURTHER PAYMENT UNDER THE AGREEMENT UNTIL COURSE LEVEL Wirri SLAB. ACCUMULATION OF WATER OR LAI rANCE Ott THE SURFACE. IN NO CASE VIDE ALL MATERIALS AND LAaOR FOR ALL ARE HEREBY MADE AN INTEGRAL PART OF THIS DIVISION. C3. IN HLL BE DONE 0, LU 0! SMALL CONCRETE BE PLACED WHICH HAS A SLUMP OUTSIDE OF rE FOLLOW- 5A-1 Ji: GLAZING COMPOUN%. MANUFACTURERS -BY MECHANICS SKILLED THE' UrhlAID BALANCE OF rME Amoutir To BE PAID UNDER THE AGREE- c� ONE AND QNE-HIALF (I -L/2) GAL, EACH 10 50. Fr. UNDER ING LIMITS, STRUC rURAL ra R I R ABE; I N AFIR5T CLAS Art WATERPROOF INSTAL- z FINA� PAYMENT IS DUE. AND THEN ONLY IF AND TO THE EXTENT THAT STEEL. MISCELLANEOUS METAL WORK AP40 ROOF DECK. IN ACCORDANCE �E 0 SLUMP IN lrjrHE5 LTH rate DRAWINGS AND SPEC IF icArioNs, INCLuOING ANGLES, BEAMS. TRUSSES. jfj-7 NI O IN LANT LABOR HE EXPENSE or THE OWNER IN FINISHING THE WORK. CONCRETE FLUOR SLAB AREA C)rHER THAN WALLS. JOINTS, AND WHERE PART QF STRQ,�rljRF MINIMUM M HELS, PLATES. BOLTS. ANCHORS, EIC. , ALL AS SHOWN Ott THE AND MATERIAL TO INSTALL THE SILICONE RUBBER ROOFING AS SHOWN On LA.rlun SArtSFACrORf To THE Ancia rEcr. 0 GH FLOOR. REINFORCING FOUNDArioN FoorINGs DRAWINGS OR NOTED IN THESE SPEC IF ICATIONS. MISCELLANEOUS METAL WORK WN /0R HEREIN SPECIFIED. IF - �, M I RRQRS a M IRRORS SHALL BE FROM 1/4" FLOA rGRAOE pl-A re GLASS CUT d. I F THE AMOUN I E XPENDED 13 f I] ANER UNDER ABOVE OR THE AND WALLS 2 4 SMALL NOT INCLUDE I rEM5 INCLUDED UNDER OTHER SECTIONS OF THE SPECIFICA- raj SIZES SHON. ON DRAWINGS, 01 TH ALL EDGES FACTORY BEVELED I() A -SMOOTH COS r OF COMPLE r iNc, THE NORK UNDER I 2. I ABOVE EXCEEDS rile SEcrion 2a PAVING IN WS. SLABS. BEAMS 2 5 rioNs. B-3 MA TERIALs SUPPORT EACH MIRROR WITH MINIMUM OF FOUR BRACKETS. 0 N N F I'ME AGREED PRICE. CONTRACTOR SHALL PAY OWNER A. ATERIAL SHALL BE EQUA N CTRIC SILICONIE BUILDINGS AND COLUMNS �QR6 lrl(,'l IJDE D I CONSISTS OF FURNISHING ALL LABOR. MATERIALS. R O N OT OF 5CM 3308 2 F - r; FN I dr,. UPON COMPLETION'. THIS CONTRACTOR SHALL REMOVE ALL AND APPLIANCES TO DELIVER AND COMPLETE THE INSTALLATION OF ALL THE AND A To P COAT OF SCM 3304, TOTAL rHICKNE55 Nor DIRT, STAINS. EACESS.!l . COMPOUND, MARKINGS, OR LABFLSI CLEAN AND WASH ALL C. SHOULD CONTRACTOR AT ANY TIME FAIL TO PAY FOR ALL LABOR. GFNERAL . N N SUPPLEMENTARY GN ONN N ETAL SModN ON rate DRAWINGS AND/Of? SPECIFIED ilERElti. TO BE LESS I`HAN16 MILS. v MATERIALS OR SUPPLIES USED IN SAID WORK WHEN DUE. OWNER MAY, r INTGRAL PART OF THIS SECTION. THIS CONTRACTOR )A-) CURING CONCRETE, EXPOSED SURFACES OF STRUCTURAL Cora- SURFACES SOILED af,GLAZING OPERArIoNs, POLISH ALL GLASS. AND LEAVE THE AT HIS oPrio ' N PAY FOR SAME AND CHARGE TO CONrPACFORj OR MAY, M B SONBLE FOR THE PROTECTION OF ALL EXISTING CRETE SMALL BE KEPT MOIST FOR A PERIOD OF AT LEAST SEVEN 17) �)A-3 ONDirlon. T m I S D I SCRE r I Ott, AND w I rH THE CONSEN I OF Cot, TRACTOR PAY A T S rRUC TURE S AND u ar I L I T I ES ENCOUNTERED I N THE PROJEc r . ANY DAYS AFTER PLACEMENT. Ira HOT WEATHER EXPOSED CONCRETE SHALL BE MA TER IALSt STEEL SMALL CONFORM TOA.s.r.m. SPECIFICATIONS a. APPLICATION, Y APPLICATION OVER URE THANE OP CAST STEEL, A.S.T.M. A-36 FOR STRUCTURAL STEEL FOAM SuH-5TRArE, Two COATS REQUIRED AS PER PREVIOUS 2L-5 I F All I NG UPON COMPLETION, THIS CONTRACTOR SHALL REMOVE ALL AN1 TIME CLAIMS FOR LABOR. MATERIALS AND SUPPLIES USED IN DAMAGE CAUSED of THE CONTRACTOR OR HIS OPERATIOP15 SHALL BE wET L)QArl THOROUGHLY TWICE DAILY DURING THE FIRST WEEK. WE I DON A. S. T. M. A502 FOR R I E r S TEEL AND A. 5. I . M. A30 I FOR s rANDARD 5 rRENGTH PARAGRAPH. J. rME NTRACTOR WITHOUT COST To THE OWNER. OTHER ALL vFrariCAL SURFACES DAILY FOR SAME PERIOD OF TIME. A LIQUID BOLTS. DIRT, STAINS, EXCESS COMPOUND. MARKINGS, OR LABELSI CLEAN AND WASH ALL ACTIVITIES MAY BE Ira PROGRESS CONCURRENTLY AT THE PROJECT F FREQUENT WErrlmG. CURING Cl FAN-tlP, rHis CONTRACTOR SHALL BE RESPONSIBLE FOR 5uRFACE5 SOILED BY GLAZING OPERArIQuS, POLISH ALL GLASS, AND LEAVE rate 0. SHOULD CONTRACTOR OE�AULI` Ira ANY OF THE PROVISIONS OF HIS SITE, AND THE CONFRAcrQR 5 HALL SCHEDULE HIS ACTIVITIES TO N H B TT 5 -A -i WORKMANSHIP ANO IN5rAl lArlQN, O if OVER -SPRAY OF HIS MATERIALS FROM ADJACENT 4CIRK IN PERFECT coNoIrION. AGREEMENT AND ShQQLD OW04ER EMPLOY Art ATTORNEY TO ENFORCE ANY H OSSIBLE INCONVENIENCE To THESE orMER ACTI- MATERIALS. AND THE USUAL CLEAN-UP PROCEDURES To LEAVE THE REOF, OR TO COLLECT DAMAGES FOR BREACH OF HIS [TIES. 34-10 FIN150, ALL. INTERIOR CONCRETE FLOOR SLABS SMALL RECEIVE A. STEEL SMALL OE WELL FORMED To SHAPE AND SIZE, d1rH SHARP LINES PREMISES Ira A SATISFACTORY AND ACCEPTA61-E CONDITIUN. AGREEMENT LiP TO RECOVER Ott I'ME BOND. CONTRACTOR AND HIS SURETY A STEEL TROWEL FINISH. OR ANGLES. SHEARING AND PUNCHING SHALL LEAVE CLEAN. TRUE LINES AND AGREE To PAY OWNER SUCH REASONABLE ArrORNEY'S FEES AS HE MAY �H_i CLEARING AND GRIJ�BfNG1 CLEARING AND GRUBBING FOR ND RIVEr PERMANENT CONNIECrIONS. 10-5 GUARANrFF, THIS CONFRACrOR SHALL FURNISH To rmE OWNER N H NS H OBLIGATIONS HEREIN CONTAINED THIS PROJECT WILL BE DONE UNDER 5F;rTION ?A, SirF PREPARATION, CONCRETE SLAE35 AT ENTRYS AND 'WAL T A WRITTEN GUARANTEE COUNrERSIGNED By T NR TRACTOR s CONTRACTOR Ara() HIS SURETY WAIVE ALL RIGHTS to EXEMPTION. EXrAVArIOhj AND GRADING. Ej. I a ilUTELY APPLIED AT RIGHT ANGLE TO FLOd OF TRAFFIC. METAL SMALL BE CLEANED OF ALL MILD SCALE AND RUST. AND SUR- SrAr NG r AT ALL ROOFING AND SHEET METAL WORK SHLL BE AUSO IA -:15 PAYMFNF5t M B D IN THE t 2-B- , (IRAQ I N(; I JA -ti TESTINGL S TS FACES LEFT smoorH BEFORE PAINTING. ALL METAL NOT GALVANIZED SHALL WATERTIGHT FOR A PERIOD OF THREE YEARS FROM DATE OF ACCEPTANCE. 5ECrION A, PAINTING AND FINISHING B N N P COAT OF AN APPROVED PRIMER. TH T TO THE OWNER, ALL DEFECTIVE AGREEMENT. TH N N INAL PAYMENT CYLINDERS EACH (IF MAJOR POURS. I.E.. FOOTINGS, COLUMNS. BEAMS. WN MIN N H SHALL CONsriTurE A WAIVER (IF ALL CLAIMS BY THE ONwER, EITHER A. THIS CCINTRAcroR SHALL PERFORM ALL GRADING REQUIRED BREAK CYLINDERS N WENry-EicHr (26) DAYS. TESTING C. IN ALL CONFORM To A.S.T.H. STANDARDS A123 AND/oR TERMS OF THE GUARANTEE. THIS SHALL ALSO I O a 14FRAL THE UENERAL Art[) SUPPLEMENTARY GENERAL Cow I r IONS ARE MADE Art THAN THOSE ARISING FROM UNSETTLED LIENS OR PROM FAULTY ORK To coNsrRUCr THE PAVEMENT TO THE r�RADES AND THE TYPICAL CRO55 LAB TO BE SELEcrED AND PAID FOR BY THE OWNER. A153 AS APPLICALUE. HEAVIER COATIVIGS WhERE SPECIFICALLY SPECIFIED REPAIRS OR REPLACN N RIALS. DECORATION OR OTHER INTEGRAL PART OF THIS SEC r 1 Ott. IN THEAFTER, AS PROVIDED FOR Ira LA -13 CORRECTION SECTIONS AS SMB;N Ott THE PLANS. IN ALL CASES. GRADING SHALL OTHERWISE. AFTER WELDING. REPAIR ElURNED COATINGS BY METALIZING WITH FINISH DAMAGED BY THE DEFECTS. BO F THE CDNrRAcroR EXCEPT BE PERFORHING FOR THE FULL WIDTH OF THE DRIVES AND PARKING O PROucr. WORK N VSY MADE AND STILL UNSETTLED, PAYMENTS OTHERWISE AREAS. ON rRam THE GRADING OPERATION SHALL SECTION 38, PRESTRESSED CONCRETE DUE MAY BE AtrHHELP D I N ACcoutir OF: DEFECTIVE WORK. NOT REME- BE USEU TO FILL LOW BUILDING AREAS, AS DIRECTED BY THE OWNER. 5A-5 I SOLA F I QN a '4,ERE rME comrACt OF DISSIMILAR METALS MAY CAUSE A�Ars:NT, IHE ORK REQUIRED UNDER rNis SECTJON INCLUDES ALL FIELD f DIED, LIEN I S, FILED. DAMAGE BY THE SUB-CONrRACfOR TO OTHERS a. �INISH GRADES Ott DRIVES ELECTROLYSIS AND WHERE ALUMINUA Oil COPPER WILL CONrAcr CONCRETE, PAINTING. CAULKING I INTERIOR AND ExrERIon) AND RELATED I rEms NECESSARY NOT ADJUSTED, OR FAILURE To MAKE PAYMENTS PROMPTLY TO SUB- AND PARKING AREAS SMALL BE �B-i NERAL AND SUPPLEMENTARY GENERAL CONDITIONS MORTAR OR PLASTER. rmE CONTACT 5UFACE OF THE METALS SHALL BE SEPARArEo a TO COMPLETE THIS ORK SHOWN ON THE DRAWINGS AND SPECIFIED. CONTRACTORS, Oil FOR MATERIAL. OR LABOR. ORKED TO SPOT GR NTOURS SHOWN TO PROVIDE FOR ARE HEREBY MADE Art INTEGRAL PART OF THIS DIVISION. L51tS' 1,Jf LESS THAN ONE EAVY COAT OF Ara APPROIED BITUMINOUS PAINT. RE ArER-ORAINAGE. L RROUS METAL, EXCEPT WHEN Zli`44COATED OR MADE OF: NON- I. APPLICATION SHALL BE BY bRUSH UNLESS HW IA-lt CON rRA(-JOR5 I IAR I I I ry I m,mgANCF t THE CONTRACTOR SHALL 3B-2 WOR6 QF THIS DIVISIQN, CONSISTS OF MANUFACTURING, TRANSPORTING SMALL BE CLEANED AND GIVEN A COAT OF PITTSBURGH IRON SECTION A. WOOD DOORS THE Oatl�R. APPLICATION BY ROLLER 15 HEREBY APPROVED. MAINTAIN SUCH INSURANCE AS 'WILL PROTECT HIM FROM CLAIMS UNDER L OPERATIONS TO CO INTION HlDE,INtjjHIrtvE RED PRIMER PAINT. OR EQUAL RUST- INHLSI TING PRIMER. SArION ACTS AND PRESTRESSED CONCRETE STRUCTURAL umirs SHOWN ON THE DRAWINGS AND/QR PRIOR To SHIPMENT. 2. THE PAiNrING WORK IN GENeRAL INCLUUES'ALL EXTERIOR FERROUS B B INJURY, INCLUDING DEATH, 'WHICH MAY ARISE A. ' N N N S SHq,WN ON THE I IN. INCLUDING PLACING AND GROurING OF STRucrURAL ANCHORS. QFNFRAl I UPPLEMENrAP!Y GENERAL CONDITIONS ARE METAL AND EXTERIOR WOODiORK. INTERIOR FERROUS METALS. INTERIOR WDODWU N PERATIONS UNDER HIS AGREEMENT. WHETHER SUCH N SE COURSE SHALL CONSIST OF A 6" rh I CK tA-0 FA;3RICATIOti Atli) FRF:(:rlONL TH15 CONTRACTOR SHALL TAKE ANC) MADE AN INTEGRAL PART OF THIP SEcrioN, (INCLUDING PRIMING AND 8ACKPRIMING OF WOODWORK SPECIFIED Ira OTHER SP OPERATIONS BE of till"ISELF OR BY EITHER OF THEM. rHis jNsuR- LIAERCICK BASE CONSTRUCTED Ora A STABILIZED SUBGRADE. rME SUBGRADE SHALL 36-3 WORK nor mrt uoFo IN PR;:5TRESSEQ CQNCRETF coNrRACT, THE 'VERIFY ALL MEASUREMENTS AT THE BUILDING AS MAY BE NECESSARY OR CATION SECTIONS) CONCRETE MASONRY, GYPSUM WALL. BOARD. AND OTHER I rem NOR- H B rrEN FOR NOT LESS rHAN THE COVERAGE AS B STB MINIMUM HEARING VALUE OF 40 P.S.I. THE 6" BASE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE F EQUI*RED. HE SMALL BE RESPUN518LE FOR ALL FIELD DIMENSIONSI ALL OA -I NCLUDEDi FURNISHING OF ALL, ODORS AS SHOWN OR MALLY REQUIRING UNLESS OrHERWISE ACcEPrED. REQUIRED BY LAW. CERTIFICATES OF SUCH INSURANCE SHALL BE COURSE SMALL. BE COMPACTED TO A MINIMUM DENSi rY OF gaz or THE rHEO- IN RELATION TO PLACEMENT OF PRESTRESSED SLABSa F I r r I hGS AND fr.E PROPER ATTACHMENT OF ALL dORK INCLUDED HEREIN, SPECIFIED. F [LED at I rat rHE 0,4NEn , Pri ton To COMMENCEMENT OF rate WORK . ENS I rY A. STRUCTURAL ANCHORS, INSULATION AND ROOFING WORK :TO BE BUILT IN 41fM ThE MASONRY 5HALL BE FURNISHED Ira AMPLE -31 PafMg COArs, PRIME COATS SPECIFIED HEREIN' B RED 0 TIME AND BE SET AND SECURED IN PLACE. EXCEPT W�ERE OTHERWISE 6A-2 MATFRIAIS. DOORSSHALL BE OF THE SIZES. THICKNESSES AND ITEMS DELIVERED *1 rH PR IME OR SHCIP COA rS ALREADYAPPLIED., ( EE THE 5 I R Al -t7 t- I FtJ5, rate FINAL, PAYMENT SHALL NOT HE DUE UNTIL THE 8. N N or THE BASE COURSE. If SHALL BE PRIMED, USING VEL STRUCTURAL SUPPORTS SPECIFIED, OR REQUIRED ro BE bUlLr-INMErAL WORK SHALL BE FASTENED TYPES INDICATED Ott THE DRAWINGS. SHALL BE OF rate CONSTRUCTION sEcrjoNS OF THE SPECIFICATIONS FOR SHOP WORK). CONTRACTOR HAS DELIVERED to THE OWNER A COMPLETE REL -EASE OF APPROXIMATELY 0.25 GALLONS PER SO. YO. OF CUT BACK ASPHALT, GRADE To CONCRETE OR MASONRY dir EXPANS10tJOR rOGGLEBOLrS. FASTENING ND INAFTER SPECIFIED AND OF THE GRADE SPECIFIED. ALL LIENS ARISING our OF rHiS AGREEMENT, OR RECEIPTS IN FULL RC -L AT A TEMPERATURE OF Ljo TO 160 DEGREES F. IF REQUIRED TO BLOT ir PREPARATIONS FOR CEILING OR ROOF TO 400D PLUGS Is Uj-L PERMISSIBLE. WORK SHALL 8' INSTALLED Ira CON- EXTERIOR DOORS S RD 'WITH WATERPROOF ADHESIVES. ITEMS NOT REQUIRING A'PAINr FINISH, SHALL Nor BE COVERING ALL LABOR AND MATERIALS FOR allICH A LIEN COULD BE THE SURFACE SHALL BE LiGHrLY SANDED AFTER APPLfCA- ilrH fME MANUFAcrur,;:R's DIRECTIONS ANB/rjR THE aEsr CURRENr GLAZED DOORS SHALL UE RAH�BETED AND,PROVIDEU WITH GLASS STOPS. REQUIRED Ott rME rULLOWINGs COPPER, BRASS, 'A TINLESS STEEL. FI.L:Eo, OR A BOND SATISFACTORY To ri,E OWPAER INDEMNIFYING HIM rIJN OF rHE ASPHALT, USING CLEAN COARSE LOCAL SAND. D. N ETE POURS PRACTICE TO PROVIDE A CLASS JOB. READY FOR GLAZING BY OTHERS. ALL iNrEniuR'UNIrS TO BE PREHUNG PLATED METAL, ACL)USTIC CEIL,INGS. CHINA, CONCRETE WEARING SURFACES, MECHAN- AGAINST THE LIEN. ?;`1 - 11 F i T . I AND PPEF I r TED. FRAMES TO BE NOMINAL 2X(WIE)t" AS REQUIRF.D) Car [CAL TRADES PIPING, DWCTS.- ETC.. WHICH ARE FURRED IN OR BURIED. PJECT IA -t'3 RB I IRA r I f)N, AN( DISAGREEMENT ARISI'NG OUT OF rHE AGREE- THICKNESS OF OT PLANT MIX ASPHALT CONCRETE. TH15 MATERIAL SHALL C" FIR AS DETAILED cifj THE DRAWINGS. 0. OReNALL SURFACES ARE SPECIFIED To RECEIVE A TEXTURED COLOR FINISH Mew OR rLicim THE BREACH THEREOF SHALL BE SUBMITTED TO ARE3L- COMPLY wirM ALL OF THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS F. OPENINGS FOR STRUCTURAL AND MECHANICAL WORK. iBe ERECTOR) 'I A. INDIIDUAL r'' CORE TYPE, FABRI- D B APPLIED Pri DRYWALL. PAIN rFOR DRYWALL SHALL BE SPECI- rRArlOrt. ANU JUDGMENT upori THE AWARD RENDERED MAY BE ENTERED OF THE FLoPIDA STATE ROAD DEPARTMENT FOR TYPE 11, EXCEPT THAT IT CATED .11'M 4AIER-RE51srANr ADHESIVES AND HAVE BIRCH FACE EtAEEN5 FOR FIED IN TH15 SECTION AL50 IF AT CONTRACTOR'S OPTION TEXTURE SURFACE ONLY oATE - IN FHE- COURT OF THE FORUM. STATE OR FEDERAL, HAVING JURISOIC- SHALL AVE MINIMUM HUBBARD FIELU'SrAOILITY OF 2.000 POUrIDS. BEFORE 38-" ArFRIAL5, PRESTRESSED CONCRETE STRUCTURAL UNIrS SHALL BE NArRkjAL FINISH, SIMILAR AND EU T RODDIS, MENGEL. OR MILL BE APPLIED UNDER SECTION Ott DRYWALL AND FINAL PAINT FINISH BE DONE t I Ott. IT 15 MUTUALLY PRECEDEnr TO ANY RIGHT Of: LEGAL AcrioH APPLICATION OF THE SURFACE COURSE., THE BASE COURSE SMALL BE BROOMEO DESIGNED, FURN N NI OMPANY A PART OF THIS SECTION. THAT EITHER PARTY MAY AVE AGAINST THE OTHER. THE ARE) I TRA- CLEAN AND A LIGHT TACK COURSE OFF ASPHALT APPLIED. HAVING Ott its STAFF AN ENGINEER REGISTERED IN THE STATE OF: FLORIDA. SECTION 6A. CARPENTRY AND MILLORK TiON SHAL.L.�'Hk HELD UNDER THE STANDARD FORM OF ARBITRATION 10-5 H NED Ira ACCORDANCE 5. INTERIOR FH HL BE HOLLOW CORE TYPE. B )A-? PAINT MArEiRfA15 GFNERAtlYt OWN PROCEDURE OF rmE AMERICAN INSTITUTE OF A�cHITECTS OR UNDER WIrH (HE REQUIREMENTS [IF THE PRESTRESSED CONCRETE iNsriruTE'5 STANDARD SIMILAR AND EQUAL To PRODUCT OF CURTIS, MENGEL OR LOCKLANDO AND SHALL rHE�RULES OF rote I AMERICAN ARBITRATION ASSOCIATION. SPECLFICArioNG, REVISED LATEST EDirIONI ALL REINFORCING STEEL SHALL NL ate MENTARY GENERAL CONDITIONS ARE HAVE BIRCH FACE ,VENEERS. READY FOR FINISH. A. AS A srANDARO OF KNOWd.OUALtrY Atli) FOR CUNYENIENCE IPTI . Ott A. CURE35 SMALL BE 6" X L6" STANDARD CONCRETE. MEET THE srANOARDS OF rate A.S.T.M. A-416. LATEST EDITION. MADE AN itirEGRAL PART OF THIS SECTION. MATERIALS AS MANUFACTURED Be BENJAMIN MOORE HAVE BEEN PECIFIED. MATERIA:L; REV. Ia9 A6REFMFtjr A5SIGNMFNrj CommAcrorz SHALL NOT SUBLET, dA -3 INUAtLArfutj, S TTED To rate FRAMES WITH 1/16" He NATION SBUR I GH, OR GLIODENWILLBE CONSIDERED EQUAL. ASSIGN EIR TRANSFER HIS AGREEMENT. OR ANY PART THEREOF, B. B H BILIZED To A DEPTH OF 6"FOR 36-5 MANljFAcrijgE, ALL STRUCTURAL UNITS HEREINSPECIFIED SHALL BE 6A-1 VIDE ALL MATERIALS AND LABOR NECESSARY NOMINAL. CLEARANCE AT HEAD AND JAMBS Ara[) 1/4" AT THE SILL. COLORS ARE TO GE SELECTED BY THE OWNER. dirriouv iRtrrEn coNsENr FROM THE OWNER. INI O N F 50 P.S. 1. . AP40 IT SHALL BE COM- CAST IN PERMANENT RUST FREE STEEL FORMS OR BY PATENTEE) EXTRUDED PROCESS. OR REQUIRED TO CO GH AND FINI SH CARPENTRY ITEMS. AS EV IOEN PACTED to )5Y. OF STANDARD " PROCTOR" DENSITY. HN H WINGS, OR SPECIFIED, OR INFERRED. Ira GENERAL TH15 FROM THE JAMBS. CAULKING COMPOUND SHALL BE PRODUCTS' RESEARCH COMPA I i�Y RUBBER CAULK THE CONIRACrOR IS R N L ERS HARDWARE, FORM WORK. ALL FRAM- FOR MASONRY XN�E WITH rH�A., iFl- 6 PARK(NG L INES. THIS CONTRACTOR SHALL MARK OFF THE PARKING 38-5 IN5rALLAFIQN, THE UNITS SHALL BE HANDLEDCAREFULLY AT ALL bA GQARArirFFL W H NT N 50ju. PRIMER JOIN rs SHALL MADE BY OR,RECOMMENDED BY THE SHEET NO. REQUIREMENTS OF THE OCCUPATIONAL 'SAFETY AND TIMES. NU CRACKED, CHIPPED, OR OTHERWISE DAMAGED SLABS SHALL BE USED ING FOR OTHER TRADES. FOR ONE YEAR AGAIN ECTS OCCURING WITHIN ONE YEAR PERIOD MANUFACTURER OF THE CAULKING COMPOUND USED Ira TH NON -IMPREGNATED , 8 'APPLIES To WORK AS SHOWN Ora THE DRAWINGS USING fELLBW TRAFFIC PAINT APPLIED HEAL-ri-i ACT, LATEST EDIrloN W ERE I N I r' THE L (NFS IN THE WORK, FTED IN TRANSPORTATION AND ERECTIO M BY REPLACEMENT, IF NECESSARY. REPAIRS RELATIVE rHEREro jOINT FILLER (FOR EXPANSION joitirs) SHALL BE PRODUCTS RESEARCH 49 TO TO He' PERFORMED UNDER THIS COMPACT. IH S O RAY OVER CURED SURFACE. 6A-2 FRAMING I ljMBFR, POINTS INDICATED ON THE SHOP DRAWINGS. BN H INCLUDING PINTING SMALL BE PROVIDED AT NO CHARGE TO OWNER. DOORS SHALL THN U BOND RELEASE MA ' TERIAL. SHALL BE NEOPRENE SPON �GE Adlillik rAXj THE CoNrRAcrOR CT E LIABILITY FOR r OMPLE r I Ott OF THE WORK , rate Cora rRAC TOR SHALL ON NIN T N T A. THSE NorED. THE FRAM E 02 WEST' 6E INT PHOTOGRAPHING" FOR T.HE LIFE or THE ORIGINAL CORD, 3/4" DIAMETER FOR I" WIDE I EXPANSION JOINT AND 1/2"DIAMIETER'FUR is ANY NEW Art I 0 ALL SALES rAA OR USE TAX WHICH MAY BE ASSESSED TH OF HIS OPERATIONS AS REQUIRED TO REMOVE ALL ROOTS, AND OTHER TRADES. OS I E F BE-THOROUGHL) INSrALLAr Ott. 5/8" WIDE JOINT. AGAINST MATERIALS. EQUIPMENT OR LABOR USED IN HIS PART OF: TRASH, FORMS. EXCESS MATERIALS AND OTHER DEBRIS. SPIKED AT ALL INTERSECTIONS. A -j COS I. S SHALL Be AS SELECTED Elt THE ARcH I rEc,r . CUNrRACTOR SHALL D PANELS IF REQUIRED BY THE E3. I L tt UND ARCHITECT. TREATED WITH CELCURE9 OR EQUAL. aUj Affl0a a er "✓•.Ort f ..:r EF 4k Y t°r AF 1 8880 a f. ''^Y _ t 2 ) • �t U) `,I. -:,A-4 f,FfIFRAl RPQIjf 1FM%Nr51 fr. - 9D"? MA TER i, S, ISA-0 \IA TER LAI S, ,)-'> M,'H KH ANSiH IP, ALL MATERIALS ANO EQUIPMENT nnALL BE INSTAL- r A. EACH COAT. OF PAlrir SHALL BE SLIGHTLY DIFFERENT ICI SHADE THAN A. Pt.,M A AHO( Tar aR F LEU IN A NEAP AND FIRST CLASS WORKMANLIKE MANNER. d• JrtUULU A SVBCUN!RAC fOfl S(aHr HI5 WQRK'W1!HOOT SUCH MOi1F 1- U) CATION, Ir SHALL aE CUNS !RUED AS aN ACCEP TANGS BY HIIM OF ALL CLAIMS � to �l PRECE I. �IG COAr.. THE FINAL UNDER COAT SHALL BE 7ItIfED fU CULOR OF THE ..6 ? -dAlI tali S 1D D GYPSUM WnLL BUARD SHALL BE 1/2' w , +.. UNLESS J R+k l"JwIS_ SPEC 1F lEp, ALL Ma TER1aL5 SHALL BE Nt'n ANp ITIS OA OUES(lDNS a5 r0 ITIS SVI7ABILl tY OF THE 'WORK OF OTHERS TO RECEIVE Q f SECTION TOA, SPECIALTIES BE5T OF THE RESPECTIVE KIP40S• FREE FROM ALL OEFECfs. THE APPROVAL OF ,)-3 JI+'IFT;jjNf, TO 'WORK OF OTHERS, !MICR OR 5/8�� ifPE % Wifh RECESSED EDGES TO RECEIVE TAPING. HIS WORK, FIE SHALL REMOVE ANU REPLACE, A•r H!S O'WN ExPENSE. PLL FINISH COAT AS UIRECrEU' ANY MATERIALS, r,O.EVER, 'WILL NUT BE CUN5TRUED AS ACCEPTANCE OF rHE WORK F i1Y �'F - MURK UNDER hll5 CUN TRACT Wr11CH MAY NAVE f0 D_ REMOVED UN ACCOUNT Z N I _ 9. ME,TTA A� ',53lfi(F5r +HERE INzfALLEO Sr+UULD SUCH MATERIALS PRO`S DEFECTIVE. ALL 'WORKMANSHIP A, BEF ONE STARTING HIS WORK AND FROM rIMF rO TIME AS HI5 !� � D. THE TOP, pOTTOM AND EDGES OF ALL NUOD DOORS SHIALL BE FINISHED � +,'N R�I,J., THE GENERAL ANU SUPPLEMEN rAR'r GENERAL CONDITIONS ARE � OF SUER UEFECfS. MUST BE OF F1R5T CLASS THROUGHUUT REGARDLESS OF THE KIND JF QUALITY OF WUnX pk OGRESSES. EACH SUBCONTRACTOR SHALL EXAMINE tllE WORK AND •- _-.-.=••.a.�...�r.a_s.A--,- --, /_..-1.1_ ,w Wl Irl IRU CUArS OF PAINT OR VARNISH a5 VSEp FOR F[Nf SHED CUA(• APPLY "' �,.J HEREB'f MADE Ar+ INTEGRAL PART OF TItt5 SECTION. 1. CURNkR BEADS STALL BE GALVArU CED STEEL. 1" x 1-I/4" rnE Ma TER IAL S. HA TER IALS INS rALLED D'Y OTHERS Ir150FAR AS THEY APPLY fl) HI5 Owtl '.v - AF (FIM F l T T INC ANU BEFORE FACES ARE PAINrED. ,)-' QR A'W INQ5, 'FUR I/2" BUARD. MULTI-FL-cx ME TAI TAPE BEAU. xJHK, ANO SHALL rJOT(F'/ THE OWNER 1MMEUlA TELY !rl 'ORI TING IF ANY k5.J !)A•1 WORK jjj}`IU) N, (.RAND i5 OF FURNISHING ALL LABOR, MA SERIALS o. d,,ERE MERE ARE NU SPECIFIC ,,EIGHrs UR GRADES MENTIONED. MATERIALS CONDITIJNS cAIST WHICH WILL PREVENT SATISFACTORY RESULTS (N THE - � 4'1 C. WHERE UPErI a. HO E OR SHELVES OCCUR, ROOM ILL NO UN MALLS t:AS[F+G READS arl0 TRIM AS REOU[ftED SHalt DE GAL'/artlZED ANO APPLIAr+CES ro DEL1vE(t AND COMPLETE THE INSraLLailUN OF THE .TALL of OF THE N RA Y A NPT rAN AR NF I a A A ItISrALLAflin JF THE SYSrEM. A. cALr, Su6LONiFUCTQR SrfaLL EaaM1rIE THE ARCHITECiVRAL. SinuC- 0 F - SHALL NUT BE UMlITEM• HU'WE`JER, PAINTING UN 'HALLS 'N ILL NOT tlE c GE E LL CCL ED S U D _(Gr( ND GR OE. LL rURA(-. ELECTRICAL AND MECHANICAL URA'WINGS PRIOR ro SUBMIrT1NG HI5 STEEL• MISC ELLAr+E0V5 fic'MS, IHGLUD INC SiRVCTURAI STEEL ITEMS, SHOwN UN MATERIALS SHALL COMPLY WITH THE LA TE5I REOU IREMEtl r5 AND SPEC IF ICAI IUNS 510, THE SUacoorFt ACTORS WILL BE REQUIRED r0 FURNISH• INSTALL AND M REQUIRED BaGK OF PERMANENTLY BUILT-!N CABINETS wlrH CLOSED BACK, r,tE DRA.INGS AND/UR SPECIFIED HEREIN• JF THE AMERICAN SOCIETY FOR TESTING MATERIALS 'WHEREVER THE ABOVE SOCIETY 0. :i HUULD A SUBCONTRACTOR START HI5 'WORK AirHour SUCH Morl- 0. ti'/ WHERE CAg1NErS ARE SHU'WN AS FUTURE, OR B'Y OTHERS THE ENTIRE WALL CJtJNECT WITH APPROPRIATE SERVICES ALL ITEMS SHO'NN ON ANY OF -THE DRAN- J. FI,RR INC, CHANNELS FOR CEILING SHALL BE EQUAL TO U.S.G. „AS SUCr, oPECIFICA((ONS AND SrANUARDS. FICA, I-ON. It Sr+ALL aE CONSTRUED AS AN ACCEPTANCE BY Hltd OF ALL k,1 SHALL BE PA IH TEU• SIZE 1-3/d" 'WIDE AND //8" DEEP. CHANNELS SHALL DE SPACED 316" O.C. 1•JA -' SHOP DRAWIN!S_, THE CONTRACTOR SHALL PREPARE AMU SUBMIT INGS WI R,OUi ADUl7(UrlaL EXPENSE f0 THE OWNER, CLA [MS Uit UutSfIUNS AS TU THE SUI TAB ILf rY OF THE WORK OF OTHERS TO THE DOPIER FOR APPROVAL 4 COPIES DF SHOP DRAWINGS FOR THOSE "ArFalAIS `FR`J CF TO RECEIVE HI5 WORK. NE SHALL REMOVE ANU REPLACE• AT titS D'WN 9A-5 PRFPaRAflOfjfJF `�,URFArE51 IrEMS SO SPECIFIEO. `"�`- b, Tr,E ANCrIITECTURAL UHaxtNGS SHALL TAKE PRECEDENCE 0`JER TME SU5PEh5tON CHANNELS SHALL DE STANDARD [-t/2" WEIGHING EXPENSE• ALL WORK uFtOER rrflS CON TRACE 'WHICH MAr HAVE YU BE REMOVED FNT LE55 THAN .5.'PER LINEAL FOOT AND SPACED AT 3'6" D.C.. HANGER - McC:NN1U.L AND ANICFRICAL DRAWINGS WI tH REFERENCE DI BRIMMING CONSTHUG- A. if!`}PECI(UN QF 5i)RF, Ar,5 DO NUT BEGIN PAINTING ON ANY SURFACE 'A- T - l 'A..PPE%i FIPE SHALL BE , PE L OR M .,N ACCOUNT JF SUCH DEFEC iS. r WIRES SHALL bE .9 GaUE SPACED 4'0" U.C. L- _ SAMPLES, NHEH ASKED BY (HE OWNER, A SAMPLE OF THE ORrtA- zr,0 ;HALL dE SEAMLESS, CLEAN Ar1D DUNES-TIC riOr AND COLD wA TER TION+. THE HECHArtICAL AND ELEC iR ICaL JRAWtNGS ARE DIAGRAMMATIC Bur Ur'IrIL Ii HAS BEEN INSPECTED AND IS 1N PROPER CONDITION TO RECEIVE' MENTAL OR consraucriort PARTS OF ANY ITEM SHALL BE SUBMITrED FOR 1)-•. 0RAWI F!vS, SHALL BE FOLLOWED A5 CLOSELY AS ACTUAL CgNSTRUcrlUr1 TO THE BUILDING d,UAMaGED. ALL' F1 tT INGS Sr,ALL FROM MAIN GATE `!ACNE f0 EACH - THE PAINT AS SPECIFIED. APPROVAL BEFOVIE rHE WORK I5 BEGUN. AND THE MORK of TOEHR TRADES WILL PERMIT• 5. ACCc 550 IRES�SHALL BE OF FHE !'IPE RECOMMENDED B'Y 'WALL- - at 3iRE AML INE NI"20UGnr COPPER On AND EVERY FIXTURE PIECE OF � 1I t/91 SDARD MANUFACTURERS, A5 APPROVED BY THE ARCHITECT. CORNER BEADS BRA55, Bt APPROVED MANUFACTURER. EQUIPMENT REQUIRING PQ TABLE A. EACH SuBCONTRACrOR SHALL EXAMINE THE ARCHITECTURAL, !/i I' - t rlaF cATU r IS F ALL CHANGES FROM rHE DRAWINGS NECESSARY TO MAKE rHE WORK OF f rrAl •/At1l CFD MF AL, •BEFORE PA 1tYf ING, REFIOVE ALL DIRT, ROOF (NG SHALL BE USED a( RLL E%TER (UR CORNERS AND CORNER NIGHTS Af ALL 1,U _HE. 1ST PROVIDE AFJD INSTALL Nt,ERE INDICATED WATER• STRUCTURAL, tLEC iRICAL Ar10 MECHaN1CnL ORA'W INGS PR [OR YO SUBMI Ti1MG q� COMPOUND, OILS QR ANY OTHER MATERIAL 'WHICH MIGHT PREVENT PROPER BOND- :LASS d ANO C• Dft'( CHEMICAL FIRE EXTINGUISHERS LOCATED ACCORDING Tr,E SuaCGNSrAuCrORS CONFORM WITH THE BUILDING AS COt+SrRUEQ AND TD FIF '` ING OF PA N . F tJ 'H H INTER TGR CGFUIERS• MI5 ato. rHE buacotirRACTORS WILL BE REQUIRED TO FURNISH, INSTALL. RK OF OTHER FA TU rHE RULES OF OTHER BOD( HA`JING JUR- ! T 1 1S ARD WARE SHALL BE REMOVED FROM DgOF2 PRIOR TO iD F{RE SAFETY AND OSHA CODES. IME Wq (t DES OR ES CuPPEH PtPc r'rPE 0'dV SANT TWAT vEr+TS WHERE PIECES- AND CoNNEcr 4I Fri APPROPn LATE SERVICES ALL ITEMS SHOWN ON ANY OF '• CT�7r, SHALL dE MADE 8Y THE SUBCUNTRAC TORS AT YHE IR 0'WN EXPENSE. yA��� I W _ Pa Irl TlrlG AND HE INSTALLED AFTER PA INi1NG OPERATION 15 COMPLETE. r, 'r 11� TFX fuRF PR�))u,; i", HALLBDARD FINISH SHALL BE U, S. '"" • �®r _� LOA-5 fGjl_�j PaRT(TIGhS, PROVIDE AND INSTALL TOILET OAR TITIONS SART UUE FO SPACE ftESrR IC FIDrIS. THE DRAWINGS+ WISriUVT AUDI (ZONAL EXPENSE TO THIS OWNER. ` � GYN•, TEXTURE II. F I'� �11� •)A-,y APPI KATION', DO Nor APPLY EXTERIOR PAIN'r IN DAMP, RAINY EOUAL TO MID--SOUrH TYPE " A" FLOOR SUPPORTED. SUBMIT BROCHURES _ D• rn)0 ONA'WItJ,35, WEA THEA n UNTIL THE SURFACE Has DRIED fHORUVGHLf FROM ir+E EFF EC tS rr 7. r'IG PIPE Ar+U FlrfIrJGS Sr+ALL ION- AIR CUND'1 SIONIr+G CDNGENSa TE B. f,lE ABET!! TEC ST2lCal ORaWtrIGS SHALL TAKE PRECEDENCE OVER • q - f+. TAI Ar INSTALLATION Arlo FINISHING (IF GYPSUM 'MALL ] DOTTER FOR COLGH 3ELEC TION. ALL SURFACES TO qE PLASTIC LAMINA fE. FORM To A. r.M. TAt A r Ra - rH- M CHANT A ANU E E TR! AL HAw 1 H R F REN F TO UILDING 12.3 1 5 (. IOf(, a �. S +0 HD JO. U INS ANO GENERAL VL.UMBIFIG c kL C L L C C U INGS 'W! f f E E_ JC_ B qF ',UCH, �WEn IHSH, DU NUT APPLY VARNISJ-t OR Pglrlr 'WHErJ TEMP RA7URE I h'H lOii fU ORDERING SUaMIt THREE !3) COMPLETE SETS CF k E r P a _ _ _ 3UARD SHALL BE IJ SrR 1Cr COM LI NCE WITH PRINTED f2E COMMENDATIONS U-2665 08. LINES Aq0`/E 5L AB WHERE APPRUVEp CUNSTRUC SlGri. THE MEC.ANlCaL AND ELECTRICAL URa'wINGS ARE UTAWtaM l5 BELOr 50 DEGREES F, c QCrwRES ON PAPPROVA EQUIPMEFtf fU dE FURNISHED AND Irl5TAl_LED TD INE OF THE MANUr AC TOREN, liA-,Z r1E5ikiu],M Ar_CESSOR IES: SHALL qE EQUAL TD BOgRICK OTt BRADLEY By LUC AL CDUE. Maf1C duT SnaLL BE FOLLOWED AS CL05EL'f AS ACTUAL CUNS tRUCi[ON OF � ' OF TYPE SHOWN IN SCHEDULE Ort THE DRAWINGS. THE BUILDfr+G ANO YHE WORK OF OTHER TRADES WILL PERMIT. 'J.fAER FUR r,IS APPROVAL. - •JA-� STI�,fj,Afyf AhID WDRKjNr,L��A(,F, ALL MAfER1aL5 USED ❑N THE JUb _. YR [UR 1O ORDERING, SUBMI( THREE (31 CUMPLE TE SETS DF I" A, rR, oA,iAI ION FOR 'M4HK, EXAMINE AND INSPECT MATERIALS f0 � .,A rE 'JA, VES+ `JALVES JN ALL NATER DOMESTIC HOT AND COLD 'HATER SHALL 'BE STORED IN A SINGLE PLACE UESIGNATEU BY THE OWNER. SUCH 1 BROCHURES uN P,W POSED LIGHTING FIXTURES TU. THE OWNER FOR H15 APPROVAL. Q WHICH GALLAT UN OF R r0 L. APPLIED. REMEDY ALL DEFEC M PRIOR LINES SHALL BE SrANOARD 'WEIGHT. rHROuGHOU T. ALL CHANGES FROM THE DRAWINGS NECESSARY TO MAKE THE WORN __ _ _ - s --- �i I SR RAGE PLACE SHALL qE KEPT CLEAN ANY ALL DAMAGE TO II OR f0 If5 TO INS iA LLArIUN OF D'f2YWALL. MAINTAIN A UNIFORM HUUM TEMPEnA FIJRE SECTION IUB• FINISH HARDWARE GATE r,PE ALL BRONZE `VALUES, JF IH,E SudCONrRACTO S CUNFORM 'WIrH THE BUILDING AS cotisrrtucrEu -.._. -P ss (C ���- Y-T SURROUNDING$ SHALL BE MADE GoOo. ANY OILY RAGS. WASTE, ETC.. MUSE 8 •1� �-Jfrjt,v. •PArrtllNG Ar{I(�FXf_.AyAjl)_i, dET.EEtI 55 DEGREES F. ArJU 7U DEGREES F. Irl COLD WEATHER DURING EXCEPT THAT VALVES 2-1/2" AND ANU To FIT THE WORK OF OTHER 5UaCONTRAcroRS SHALL BE AT rtiEIR U'wt, in dE REHJ`/Ep FROM THE BUILDING EVER'( N1GHt AND EVERY PRECAUilON TAKEN APPLICATION ANO utirlL COMPLETELY DR'Y OR OCCUPIED. OVER SHALL BE IRON BODY BRASS EXPENSE. - . (O AVCJIO THE DANGER OF FINE. - .--..--• , .. ...... -_ •_,-_w __ .,Efie RAt., THE UENERAL ANU SUPPLEMENTARY GENERAL CONUI CIONS AHE MADE A: RLL AM,(ING ANU PA 40OU lG DF WALLS. WILLIE DO. FLOORS• CON- - - arI INTEGRAL PARI OF THIS SECTION. MJUN fEO AS MADE b'! JERK INS BRAS. CRE (E AND PITS ANU CLIA 5E5 LPJ WOOD AND MASONRY 'NILC BE DONE BY' THE GEN- , ' 'w_._.__ 1r4',rAl l A,r(QN, -�'d Ali rfUA+�, INbfALLArION AND FINISHING, OF 0-5 tJf r(tlfy PATC)I ING ANO EXCAVATION, Ei2AL CONTRAC TQR AS PROVIDED UN THE ORA'N INGS OR AS DIRECTED BY THE 9A-y CAULK iNGI GYPSUM WALLBOARO SHALL BE It+ SrR ICT COMPLIANCE 'dITH PRINTED RECOM- 5. JrtlONS, UNIONS SHALL BE OF THE ALL LOCArluN5 SUCH AS WATER ARCHITECT. ALL curf1NG OF STEEL, WOOD. UF2 OTHER MAIN STRUCTURAL PARTS MENUAiIONS OF THE MANUFACTURER. l.b-1 AMU OF NTS�C, ALL FINISH NARDNARE SHALL BE SUPPLIED 1N ^ SAME MA T'.7IA W Hi Ma A A. ^LL CUTT (NG AND Pa TCHING OF WAL 5 PARiI TIONS FLOORS c L E!G 5 DE ND H AT R L. a. SAMPLES DF ALL CAULKING MA fER1AL SHALL tlE SUBMI TIED f0 THE �uaNf[fIES ANU AMOUNTS AS INDICA NEO ON THE DRA'w INGS OR q5 LISTED , E E 5. MUST DE aPPF+Dv EO Dr f/1E ARCHITECT PRIOR TO COMMENC ItIG GUTTING. , i1RENG TI-I A5 inE iR ftESVECTIVE CONCRE tE AyD PI YS AND CHASES iN '0000 AND fdASONRY WILL BE PONE a'Y Ilf - JWNER FOR aPPRgVAL BEFORE CAULKING MATERIALS HAVE BEEN OBTAINED IN THE SCHEDULE u1VEN BELOW. rH15 SCHEDULE SHALL COVER ALL FINISH 1 - ALL UNIONS SHALL BE GROUND THE GENERAL LUNTRACTOR a5 PRO`IIDED ON -THEE DRAWINGS OR AS DIRECTED . 1. NAILS ArID SCREWS SHALL BE LOCA TEU 3/8" M(r!. AND I/2" � �c S. d. EACH SUBCON (RAC TOR SHALL DO ALL NECESSARY E%cnVATING ANO ` DR APPLIED. MAX FROM rtaRD'WARE ITEMS. ALL ITEMS OF FINISH HARDWARE WILL BE INSTALLED , DGES AND ENDS GF .ALLBOAF2D. Nn ILS OR SCREWS SHALL BE ,.:INF dRASS SEATS. UNIONS SHALL dY rHE OWNER. ALL CurritJG OF STEEL, !WOOD OR UTHEF2 MAIN STRUCSURAL BACKFILLING INCIDENrAL (U HIS WORK. A MAAIMUM OF '/" D.C. AF CEILINGS AND B" U.C. AT 'WALLS. SCREWS UNDER SEcrjon 6A, CARPENrRY AND MILLWORK. dE INSfaLLEU ON ALL EQUIPMENT TD PARTS MUSE BE APPROVED qY THE ARCHI TECr PRIOR TO C0MMENC ING CUrT1NG. IL B. WHERE A SuI TABLE MOR rAR BACKSTOP HA5 NOi BEEN PAOv IDEB. IHE ;HALL aE $fa NpAHD DR Y'WALL irPE 1" LUNG M1rIfMUM• FACILITATE D ON AL. . - BACK OF JOINT GROOVES SHALL BE FIrrED 'WITH A SOFT PREMOLDED FILLER l)5-' [jN(jB HARUWAijF ITEMS, FIrJ15H HARDWARE ITEMS SHALL ItJCLUDE - � 1oA-1 �CJPF OF 'WORK, THE WORK CONSISTS OF FURN15HING AND INSTAL- . STRIP, UNOILED OAKUM,FUAMED RUBBER, OR THE LIKE. 0. EAcri SUBCilH SHACTOR SHALL DU ALL NECESSARY EXCAVATION LAr(ON OF ALL MATERIALS ANU LAaon AS INDICATED UN (TIE DRAWINGS, AHD/OR q BUT Nqi BE LiM1TED TO ITEMS CUr17q (HED IN THE FOLLOWING SCr1EDULE. 'i 2. GORr1ER3 ANO EDGES, ITIS (ALL APPROPRIATE S1LE AND fvPE o. NOSE Blbs SHALL BE SIMILAR 70 RLL L+J UIFIONS ANU Da CKF ILL IMG [NC IUEN TAL TO HI5 WORK. AS SPEC IF LEU r,ERE (NAF TER FUFt, M - OF GAL VANILED STEEL CORNER BEAD AND CASING BEAD AT LOCATION SHOWN ''HICAGO 7/4" , ROUGH CHROME ra THOROUGHLY CLEAN JOINTS OF MORTAR PARTICLES, DUST, AND OTHER GN THE DRA.INGS, SEE DRAWINGS FUR CABINET HARDWARE. ALL FINISH rU qE OIL RUBBED PLA IED. 0-� �tZ1P Oit A'M lflfi5 ArJD ROCHURES, A. UNC)ERGRUUND SERVICE CONDU1rS ANU WINING FROM POWER POLE t0 FOREIGN MATTER. DRCINZE UNLESS orHEftd I5E NOTED. MAIN SWI rCr1BOARU. ). Julrli5 SHALL BE TAPED. AND HAVE TWU COATS OF JDINr Com- r. tSCUTCHEONS, CHROMIUM PLATED ALL LOCATIONS, ALL SERVICES A, PRIOR TO FABR1CArtON. SUBMIT THREE (3) COPIES OF SHOP 1,.. D. CAULKING IN JulNr5 SHALL BE A MINIMUM OF 1/4' IN 'Nlortl ANO POUND APPLIED .Ifrf SAND (FIG OPERATION BETWEEN COATS AND FIFIAL SANDING A, PASSAGE ANU LOCK SETS, SHALL BE SERIES 8 Li1JE IIFJ, l>A. DESIGN, ESCUTCHEONS SHALL BE PROVIDED :RAWLPIGS FOR TT+E FABRICATION OF EXHAUST HOODS TO THE OWNER FOR 1""' 3/,' Itl OEPrH, EXCEPT AS INO1CArED UTrIERWISE Ort THE DRAWINGS. 'WHERE AFTER LAS( COAL l5 THOROUGHLY DRY. MASTER KEYED• d. MAIN SOI ROUND IN INCLUDING MAIN 5'UIPME ANO PANELS A5 TERI- ADEQUATE GROOVES HAVE NUf BEErI PROVIDED, GROOVES SHALL DE REPa IRED �Jn ALL PIPES PA SSIrJG THROUGH .ITS APPROVAL.. CA fEp Or+ ORAwfNGS. GF20uND ING OF SECONDARY EQUIPMENT ANO OTHER MA TEa IRI JF7 INTO WALLS. FLGORS, CEILINGS AND/OR EQUIPMENT A5 REQUIRED aY THE POWER COMPANY. W of curfING AND CLEANING our THE MORTAR TO THE MINIMUM DEPTH AND aY D-1. - FArI ING, AFTER COMPLETION OF rHiIS WORK• PHIS Cott rRAC TUR d. PANIC EAI, OUL fS, SHALL BE SERGEANT 9863-SLS FUR SINGLE DOORS OR PARTITIONS. ' 'L' '-L- d. r•HILLt TU ORDERING. SUBMI f THREE (31 COPIES OF aROCHUhtS pip, GR1ND1NG tO THE MINIMUM NIDrN. TAKING CARE OF THE ADJOINING ME FAL SHALL Fir UVE ALL SCAFFOLDING, TOOLS,. RUBBISH, DEBRIS• ANU CLEAN ALL .l rH 9')63-SLS X 9710 DT-SLS FUR PAIRS OF DOORS (AT ALL ENTRY AND =.JR ALL PRQPG5kU MECHANICAL EQUIPMENT TO DE INSTALLED TD rHE L, .OISTRIbUrION AND BRANCH CIRCU(r PANELBOARD5. t'6 �� .. ,ij-- `7 'ORA 'IS NUT REDUCED IN SEC rION• ADJACENT SURFACES OF HIS MATERIALS ANU LEAVE THE BUILDING BROOM CLEAN. EAIr DOORS)• S. TIPS CLkANUUTS FOR SOIL AND WASTE WHERE INJDICATED UR REQUIRED. �,. _ -- OWNER FUR HI5 APPROVAL. ' ,� - LINES SHALL HAVE BODIES OF STAN- J. SUB-FEEDERS AND COtJDuirs. ' CAULK (NG COfdPDUNO SHALL BE PREYABED ANO APPLIED SFR (CTCV IN 3tJR5, ,�nALL BE STAHLE'f FOB-191, (4-1/2" ) FOR EX 1'ER IDR DOORS DARD PIPE SIZES ANO SHALL CONFORM �'r^ I ACCQRD,ANCE W[rH THE MANUFAC TURER'5 DIRECTIONS. CAULKING SHALL BE _ ANO FBB-179• (4-1/2" ) FOR INFERIOR DOORS. I 15fZ-) 'JJ,UPF OF 'rIO+f K; SECTION( 9E, $YN(HETIC PLASTER SYSTEM IN THICKNESS (U THA( REgU1RED FDF( E. 015TRIBUrION AND BRANCH CIRCUIT WIRING ANU DE`/ICES FUFt LIGHT t. •� A?PI, IED (U THE HEADS, JAMAS ANO SILLS OF ALL WINDOWS, FIXED L1rES PIPE FITTINGS OF THE SAME METAL A, ir,E WO CONSISTS OF FURNISHING AND INSTALLATION OF ALL " ANQ LOUVERS, i0 THE HEADS ANC JAMBS OF ALL BOORS ANp JO1NrS OF D. t;LJSkki>. SHALL dE SERGEANT 4150 SERIES FOR ENTRANCE AND EXIT ANU POWER. �`' ^-1 DF rjf RjP-TjOrt, PROVIDE SYtJTHEiIC PLAS7EFt FASCIA AND SOFFIT Ar+U SHALL Ex fErID NO-i LESS THAN MA fER(ALS ANU LABOR IRU ICA TED ON Th1E DRAW IN65 ANU/UF2 SPECIFIED - JtnER OPENING FRAMES, IN Ex TER IDR CONCRETE OR MASONRY EX TER 10R , DOORS ONLY, ANG SERIES 50 AT RESTRooms TYPE E.B. FINis". 1/4" ABJvE THE PIPE HUB. CLEANOUT AS BEDDING FOR METAL THRESHOLDS AND Ar ALL DrHER POINTS SURFACES. 5isrENAF (ER FDR A CUMPLE 7E AIR COND[7fONlNG HEAPING AFIU `/EN(ILA(ION L1Gr1(LeIG FIXTURES ACJU LAMPS. J WALLS, .'LUGS SHALL DE HEAVY RED BRA55 Af SYSrEM AS FOLLD'W5, - 1lYi, y SnO.H oN THE DRAWINGS OR AS REQUIRED FOR WATER-f IGHT JOB, EXCEPT _ E. PULLS SHALL BE SERGEANT 43302 ALL RESTROOM UUGHS. _EAST 1/B" FrI CK 'WI iH FWSH COVERS a5 SPEC lF1E0 UNDER OTHER SECTIONS OF THESE SPECIFICATIONS. THE L _2 ,QU?,) IrY ASSIIRANrF, ''t ��' AS REOU IRED FON WALLS OR FDOr G. EX TER IDH LIGHr1NG SYSTEM• INCLUDING TIME CLOCKS, PANELS ANU i�i1 S u.aFaCES OF ALL 'WORK OR Mq fER1ALS AD JU1rJtNG CAULKED JOINTS SHALL F, KICK PLa fE-s, PuSri PLa TES, AND SIGNS SHALL BE dRCWrI PLASTIC. 1. PRO'JISIOtI ArID MOUNTING OF ALL AIR HANDL ING UNITS, AIR DISTRIBUTION SYSTEM. A. ACCEP-TABLE SYSrEM, ORYVIT SYSTEM BY DRYVir SYSTEM, INC., TRAFFIC AREAS. CLEANOOr SHALL Bk COOLED CGMPRESSQR/CONDENSERS, EXHAUST AND SUPPLE AIR FANS, REFRIG- !gym dE PROMP TL'f CLEANED OF AN'f SMEARS DF COMPOUND OR gTHEH SOILING. •'LACED AS REQUIRED BY ALL APPLICABLE ERAtlr PIPING. DUCT WORK, GRILLES. HOODS, REGIS"HERS• TURNING VANES H. UNDERGROUND TELEPHONE SERVICE ENTRANCE CONDUIT (TELEPHONES 1 �Fqy • � ITIS TALLER q'Y LICENSED aPPL ICA TOR. m G. STOPS, FLUSH+ WALL TYPE SERGEANT 3400 SERIES. SANIrARY CODES, THE CONTRACTOR MAY AND FILTERS AS REQUIRED. >� MN PREWIRED BY TELEPHONE COMPANY). COMPLETE TELEPHONE RACEWAY SYSTEM r. THIS SUB-CONfRAC,Oft SHALL BE RESPOMSIBLE FOR FULL DEPTH AUU r0 THESE FOR CONVENIENCE OF B, ALLOWABLE rULERANCES. MAXIMUM DE`/IATION FROM TRUE PLANE rI CHIN THE BUILDING AS SHo'x FJ. CAULKING OF JOINTS !N Ex TERIOR WOAD DOOR FRAMES, r0 ENSURE AGAIfJS( n. SlLEFICERS. SERGEANT 43445 (3 PER DOOR). rESTIrIG AND ERECTION• INSULATION ur ALL REFRIGERANT PIPING. g� - � SHR (NKAGE CRACKS (N FfNf S/tED SURFACES. ]F 2/d CH. !N !0 FT. AS MEASURED B'/ SFf7AIGHT EDGE PLACED AT AN'Y -• N LJCaT (UN ON SURFACE. I. T,62ESHULDS. DURAFLEA 4CLT 205A. ' t. ALL ELECTRICAL 'NURK AND MArER1AL INCIDENT FO rHE MECHANICAL I, 3. !RO',I�IUN AND INSTALLArIDN OF ALL THERMOSTATS. INCLUDING ?A-y CHF 111E OF PAjN7 it1� THE KINDS OF BRANDS OF PAINT ANp NUM- __ J. 1" THICK FIBERGLASS BLANKET WITH RAIN NATER LEADERS 'wi (H1(N BER QF CUAfS REDOIRED DN THE VARIOUS SURFACES SHALL BE A5 FULLU'W5, -3 5t,BMI IALS, ALUMINUM FOIL dA <KING. JOINTS SEALED BUILDING AREA. fFtADE5 DF A CGHPLE iE 'WORKING 1N57ALLAf LUN OF THE Ift EOUIPMEN i, INCL,VDf NG N HEATING AND :.DOL tr+G CON fn OLS. (HE CONNECriari OF ALL ELECTRICAL EQUIPMENT FURNISHED BY OTHERS UNDER rHIS CONrRAC r. -A. PRgOUGT UA SA, SUBMIT COPIES OF MANUFAC rUREFi'S COMPLETE lJ. l/G" ARMEFLEX IN3ULAf1UN CIOs WAFER PIPING, 'WITHIN A, rHOv !BION, Ir/S TALLAiIOF+ ANO lNSULAiIttG OF CUNDENSA fE np1� ', - EATFRIQR WQQD, 1 COAT 1/2 OLYMPIC STAlrJ ANp (/2 BLENDING OIL PRODUCT DATA SHEETS AND INSTALLATION tNSrnuCilONS. BUILDING CAVITIES. URAINS FROM AIR HANDLING UrI r5 AS INDICATED ON DRAWINGS (P.v.C.) , S f t_ Set 1 CGA( OLYMPIC SrAIN - 16A-_ iE.tIN>, UPON COMPLETION OF THE E ECTRICAL INSTALLATION• IN- ' EXTERIOR rocco, INTEGRAL COLOR III FINAL COAT (NO PAINTING CLUDING THE HANGING• CONNEcrING. AND CAMPING OF ALL LIGHTING FIXTURES, B.' SAMPLES, l2 IN. X l2 1N. SAMPLE OF TOTAL SYSTEM, 1ND1_ 11. 1" FOAM GLASS ++irH GLASS FIBER Hlof WATER PIPING, UNDER 15; / ,,fMPRF 5U -CONUFNSFR ON1i5 lD AIR HAN ING UNI r5, '- REQUIRED) � � PL � L ITIS GOH !RAC (UR SHALL ENERGILE AND TE57 ALL ClRCUI iS AND FULLY TEST ALL COVER AND ASPHALT MASTIC. GROUND OR SLABS. �. Mg kQrIRY jCJ�ICBi! l21 COATS ACR'YL1C� MASONRY PAINT. GATING CONSiHUCT ION• F[N(5H, rE�fURE AND COLOR. ;ECTIDN IIA. EQu IPME TIT SYSTEMS UNDER IJ]AU. � ""'��� '' LrI rFR I,TJH GYP5UM 9nARD1 (ENAMEL) I COAT PRIMER• I COAT ENAMEL A, ALL AI,t CONDirIDNING SYSTEMS, UNLESS OTHERWISE It,DICATED , 9c=4 JOB C Qt Ir( NSI SHALL dE SPLIT SYSTEMS WITH THE COMPRE5SOR/CONDENSER UNIT5 MOUNTED ,.,,t �- ANY SHOR�iS, IMPROPER GAUur+DS, OR COMPONENT FAILURES SHALL 0E IMMEDlA TELY INTERIOR GYPS(1M RUAHD, (FLAT) 1 COAT PRIMER• 1 COAT LAraX. 1„5A-) SANITAjJY PIPING, ON CONCRETE PAUS AS SHOWN ON THE DRAWINGS. (SEE UNIT DESIGNATION . F)S,rFRIOPJ OOQRS, 1 COAT 1/2 OLYMPIC STAIN AND 1/2 BLENDING OIL ';FNFRAL, THE GkfJEnAL AND SUPPLEMENTARY GENERAL CONDITIOtJS ARE REPAIRED AND THE SYSTEM BROUGHT TO A FIRST CLASS OPERATING CONOIfION 1 COAT OLYMPIC SrAIN ,\• DO NOi APPLY MA 7En IALS IN TEMPERATURES LESS THIAN 40'F OR HEREBY MADE AN INTEGRAL PART OF THIS SECTION. Ort DRAWINGS). ALL UNf rS SrIALI DE FURNISHED Wl irf NECESSARf CONTROLS 1N CONPL LANCE .!(H ALL ARTICLES OF THE NATIONAL ELECTRICAL CODE. I,} 2 CCA fS TRIM VnRNI SH GLOSS APPLY TO FROZEN/ UR NEf SURFACES. AND STARTERS. FX FF Oft GALVANIJFr A. CAST IRON SOIL PIPE. 5TANpARD WEIGHT, SHALL DE OF THE HUBLE55 . - -L._-7 Z l COAT GALVINIZED PRIMER, 1 COAT ENAMEL. LLA-1 5(',IPF J(' W,lRj,; FURNISH ALL LABOR AHD MATERIAL (O COMPLETE 16A-}� CURr(Fj(f �11.PPlY FQR r, f��{STRucrt ON PI)RPOSES, THE ELEC 7RICaL CON- ES INSTALLED PRIOR PATTERN AND SHALL BE USED FOR ALL HASTE PIP ltJG HELO'W SLAB ANU TO y ATE TAL, B. PRO TECTIUHI PRO TEC( FfNi SHED SURFAC THE IHS (ALLA(IJH OF ALL EOU IPMENi AS SHOWN ON THE DRA'W1NG5 AND/OR d. TnE AIR rfANDL ING UN1 FS St1ALL BE VERY OUf ET IN OPERATION TRACTOR SHALL FURNISH ALL NECESSAR'I LABOR AND MATERIAL REQUIRED TO SUPPLY s. T. PLaS TERING CT COVERING 'WITH SUITABLE URFACES IN FIVE FEET Our FROM THE EXTERIOR OF THE BUILDINGS. WHERE ALLOWED BY JN HIGH SPEED. ANN THEY SHALL aE SIZED TD GO Irlru THE SPACES F HEREIN SPECIFIED. CURRENT REQUIRED FOR THE OPERArioN OF EQUIPMENT FOR CONS TRUCiIOrl PURPOSES CODE, P,V,C. PIPE OR APPROVED r'(PE HAY BE USED. AdUVE SLAB FUR \!EJ TOR THEM. ItITER IDR nf�r fj� I COAT STA LrI, 2 COA rS TRIM VARNISH GLOSS. - '-' TO ONE LOCATION ONLY AS UIREC.TEO. THE GENERAL CONTRACTOR WILL FURNISH, tNATURAL FINISH) C. CUGRDINATtOt COORDINATE SYFJFHIEric PLASTER SYSTEM APPLI- WASTE ARMS AND VENTS. Ar H!5 OON EAPcrJSE. ALL OTHER TEMPORARY LIGHT ANU PUWER 'WIRING ANO EQUIP- CATION WITH FRAMING AND SUBSTRATE INSTALLATION. ,.JNNECTIONS f0 VIBRATING EQUIPMENT SHALL BE MADE 'WITH HENT AS REUUIRED FOR rHIE COMPLETION OF THE WORK. rME GENERAL CONTRACTOR Ir,Il VIDR ',JQDD TRIM„J, l CUA, PR [MER, 2 COATS ENAMEL. B. JW`/ COPPER PIPE MAY BE USED FOR ALL SANITARY AND VENr PIPING APPROVED FIRE RESISTANT NOERRENE COATED CANVAS. WILL PA'( FOR RLL CURRENT FOR lEMPURARY LIGHTING ANU PQ'WER FOR ALL TRADES. >o Sn�l-VfNGt I COAT LACQUER-SEALER, 1 COAT FLAT ENAMEL WITHIN THE BUILDINGS. 4E-5 MATE�ALS, .1 ( .1 D. SHEEfMErAL ULICT'NURK, ALL EXHAUST AIR DUCTWORK, FRESH 16A-4 ,iiSrnjBUrj0ti PANEL BOARD!, SECTION 7D, CERAMIC TILE A, PORTLAND CEMENT. ASTM 0150, TYPE 1. C. ON VERTICAL LINES, ALL SOIL AND WASrE INLETS SHALL DE THOROUGH AIR DUCTWORK SHtALL BE FABRICATED FROM GALVANIZED SHEErMETAL. :/ , 5ANITANY rEES, OR THROUGH OYES, AND EIGHTH BENDS. $HURT RADIUS CONSI'RUCrtuti GAUGES AND CONSTRUCTION SHALL CONFORM WITH STANDARDS A. INDIVIDUAL PANELBDARDS SHALL BE CIRCUIT BREAKER LUAU CENTER _ - SECTION l2, FURNISHINGS SECTION 13. $PEC IAL CONSTRUCrION aITTINGS MAY BE USED FOR VENT PIp ING. ON HoRt ZCNrAL LINES ALL WASTE OF ASHRAE GUIDE AND H.r,P.A. PAMPHLET ND. 90A, LATEST EDITIONS. B. ADrtEStvE, MArluFACruRER'S PRE-MIXED PRIMEF2/ADHESIVE. _ TYPE, !25/24.0 V. 3 PHASE• 4 WIRE 'WITH CAPACITY A5 INDICATED ON DRAWIrIGS. AND SOIL CONNEcrioNS SHALL BE THROUGH OYES, OR W'YES AND EIGHTH! BENDS. __ PANELBDARDS SHALL 6E SURFACE MOUNTED 'WISH HINGED DOOR. PANELS SHALL DE M(,DE ANI THE GENERAL AND SUPPLEMEN FART GENERAL CoNol rtuNS ARE C. INSULATION BOARD, EXPANDED POLYS r'YRENE MEE (!NG REQUIRE- c�� , DUUdL c` BRANCH FITTINGS MAY BE USED ON 'VERTICAL LINES BUT ON HORIZON- E. 41H DISTRIBUTION GLVICE5, SHALL BE rHE PRODUCTS OF ONE - OF APPROVED MANUFACTURER. COMPLETE 'N ('T CONCEALED HINGES ANU TRIM CLAMPS. MADE AN INTEGRAL PARI OF THIS SECTION. cCTION 14. CON !EYING SYSTEMS TAL RUNS r,E SINGLE BRANCH rYPE FITTING SHALL aE USED (O MAKE IT COMPANY AND SHALL BE OF ONE TYPE AND OF UNIFORM APPEARANCE. DEVICES MENTS OF F.5. HH-15246, -TYPE 1, CLASS A. POSSIBLE r0 OBTAIN THE PROPER GRADES ON ALL BRANCHES. SHALL BE EQUAL AND SIMILAR 1Jl METALAIRE SHOWN ON THE DRAWINGS, a, PANELS AND SWITCH GEAR SHALL BE EQUAL rD PRODUCrs MANUFACTURED ,;F EXfRUDEO ALUMINUM CONStRUCf1UN OF TYPES 5iiawN ON THE DRAWINGS. dr SQUARE D, GENERAL ELECTRICAL, FEDERAL PACIFIC, OR WALKER• 5A-J COP. W K, IN GENERAL, TtIE 'HONK UNDER TH15 SECTION 1. DEN51 i'Y, 1.0 Ltl. PER CU. F(. iNJT 115ED) INCLUDES FURNISH (NG AND INSTALLING ALL MARBLE rHRE SHOLDS. CERAMIC D. ALL HORIZON YAL PIPES SHALL MA [NTA IN A UNIFORM GRADE. ALL TILE, AS SHOWN UN THE DRAWINGS ANU AS SPECIFIED. REFER TD THE RISER PIPES SMALL BE TRULY VERTICAL. SOIL PIPE FITTINGS SHALL BE F- AIR CJNDITIONING EGUIPMEHF SHALL BE EQUAL AND SIMILAR TO p{- DRA'WINGS FOR THE ExrEFlr AND LOCAr10tJ OF THOSE ITEMS. 2. K-FACTOF21 0.23 PER INCH• C. O1SiRiaur1UN PANELBOAROS SHALL BE SIZED ANU QATEU AS INDICATED f .OA TEC. ALL CHANGEi, IN DIRECTION SHALL bE MADE wlfH LONG gErJDS. PftODUCrS SHuWr+ UN tHE H.V.A.C. GQuIPMEN7 SCHEDULE IN rHE DRAWINGS. UN DRAWINGS. FLUSH MOUNTED. NO SCREWED JOSNr WILL BE PERMITTED. PRGDUCfS JF WEArHER KING• CARRIER• rRANE AND YORK WILL BE CONSIDERED - �,iJ • - )9-Z TI1� ALL TILE SHALL BE EQUAL t0 rlArluF AC TORE, SiarIDARD 3. T•JtERANCES+ BOARD EDGES SQUARE WITHIN 1/32 INCH PER EQUAL. U. I.IRCUI( BREAKERS SrIALL qE COMMON-rf{Ip f'(PE. •u COLORS ANU FINISH AS SELECTED BY THE OWNER, AND AS LISTED BELOW. FOOT, THICKNESS 'wiTHIN t 1/16 INCH TOLERANCE. E. CAULK [NG AOAP (EAS SHALL BE OF BEST DUALITY REU CAST BRA55 .IT" ■EIGHTS AND DIMEN510F15 AS FOLLOWS, 1`;B-•i E>N,1�ISf FAtIS ACID t11JUDS, CIRCu IT IDENr(FICAftON DIRECTORY SHALL BE FURNISHED Ott ALL PANEL "'p, �• ++ A f�A SEF TII SHALL DE GLAZED 4-1/4 X 4-t/4. STRAfGrtl BULLMOxE r+. THICKNESS, DNE INCH. � E. AT (OP FOR ADHESIVE APPLICATION. COLOR 70 BE SELECTED DY ARCHITECT. SECrjDN I5A, PLUMBING COORS. LABEL ALL CIRCUITS AND THE ITEMS THEY SERVE. Q CYT D. RE INFORC[NG FABRIC, URYVIF BALANCED OPEN-WEAVE GLASS PIPE 511E jrl�jQ-F DIAMETER rc' d' rr+r A, 5u"NPL, ANU IrJS TALL EXHAUST FANS A( ALL INTERIOR BA YHROOMS I I X, FI OOR TILE, UNGLA LED r1LE EQUAL TO THE QUALITY OF AMERICAN FIBER FABRIC MADE FROM ('w ISFED, MUL7I-EtIO STRANDS ANU SPECIFICALLY ACTIvI r'f AREA• ANU KI fCHEN AS SHOWN ON THE DRAWINGS. L4A-5 I:Oti9w7 TOR 5, ALL BRANCH CIRCUITS FOR LIGHT AND POWER STALL t4or INCHES INCHES INCHES L95. OZS. BE SMALLER rHAVI 412 GAUGE. ALL CONDUCTORS SHALL DE COPPER. RUNS LONGER GLEAN ICJ STOCK PATTERNS ANU COLORS TO BE AS 5ELEC TEO BY ,HIE ARCHITECT. TREATED FUR COMPA T1BILf T'Y WITH OTHER COMPONEN fS. �, C{F R_�L TnE Ge NEAAL Ar+D SUPPLEMEN rAR'f GENERAL CONDI TIONS ARE r " . HEREBY MAGE AN INTEGRAL PART OF THIS SECTION. _ 3. HOODS, (BY t)fHERS) rHAN 50' SHALL of 410 MINIMUM. ,y,Y E. F misrf, DRYVIT SANDBLAST FINISH OR COQUINA SHELL. 'WASHED 2-1/r. 4-1/2 1 J WAtt T�(, Sr1ALL BE GLAZED 4-1/4 X 4-1/4 f0 MA (Ctl BASE TILE. c 3 J-1/4 4-1/2 L 0 AND OR LEU, APPLIED fO EAR IHS TONE MATRIX IN STANDARD COLOR SELECTED c'_iI�.:N 15A���1 .TIFF( EM-"I� r�\Ry��rE JERaI CONDi TIOr15 I LUru FHUCi KITCHEN ri00D5 IN ACCORDANCE 'Wf rH STANDARDS )•�A-6 _I i,�f.\r((jN OF ,)UTLET$, rw _ _ - 4-1/4 .-1/2 2 d SET FORTH dY A1rH AE (LASTEST EDITION) AND REQUIREMENTS OF THE T,, � �y -- --- �- '---. ---' 0'( AFt Cril TEC7. r -I INS rAi t-A ,_ION OF i[IF, - 0_I SUPE J 51 CN NF ORKI THIIS $UB-CONTRA<7DR SHALL rtAvE COMPS- `t.F.P.A. (BY 0THERSI. a. > THE LOCaifUfJ to ❑U!LETS SHO'Wtl ON THE DRAWINGS SHALL Ue CUNS IDEr�D RVj 1! VENTS SHALL aE CARRIED UP AS 1NUICAIED UR AS REQUIRED. _.�1 9E-6 HfXF5, TENT SUPERINTENDENT (tl CHARGE OF THE 'WORK AT ALL TIMES. rHis AS APPROXIMATE JNL(. If SHALL BE"•INCUMBENT UPON rHL5 CON fRAc roN t0 StUDY ir"" /� .tea A. ALL WDA.: STALL COMPLY W[Tr, THE APPICa BLE AMERICAN STgr1DARD _-' ;UPERINTENDENF SHALL BE QUALIFIED ANp HAVE SUITABLE Ex PERIENCE IN _ _ 2. MAIN HOOD ADOVE COOKING EQUIPMENT SHALL BE OF THE ALL PLANS '.IrH RELATION TO SPACES SURROUNDING EACH OUTLET. IN ORUETi THAT L// V) SPECIFICATIONS. ALL BASE, AND FLOUR BACK TILE SHALL BE SET THIN t-La:,HING SHALL BE AS REQUIRED B'Y THE ROOFER AND SHALL BE ISLAND TYPE, NIIH WASHABLE GREASE FILTERS, L1Gtir AND mitilrium r'wU ,. AD,,ES I`JEI MIX ONE PART PORTLAND CEMENT f0 ONE PART PF.IMER/ TnE TYPE OF WORK t0 BE INSTALLED 11HDER THIS CONTRACT. 'its WORK HAY FIt THE WORK OF arHERS AND THAT 'WHEN FIX rVRE5 On arHtER FI tr INC& U. BED HE ,HOD. TILE JOINT CEMENT SHALL COMPLETELY FILL ALL JUINrS •' ,T Fz5TENE0 r0 THE VENTS BY THIS CONTRACTOR. SPEED FAN (BY OTHERS). - • 4 ADHESIVE IN ACCORDANCE WI (H MANUFACTURER'S DIRECTIONS. ADD 'WATER 70 ARE IN5TALLEp, THE'/ SHALL aE S'fMME (RICALLY LOCATED Ar+U i0 BEST SNIT EACH Af FLDOHS ANU GALLS. ADJUST WORKABILITY• )-2 WORKMANSHIP, ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED ZONDITION. IN A NEAT ANU FIRST CLASS WORKMANLIKE MANNER, rt. Ai THE aOTTOM OF ALL VENT STACKS• BASE ELaD'ds SHALL BE w.,a a• UPUrl CJMPLEi ION, WORK SHALL BE CLEANED OF ALL DIRT• PAINT USED .rICH SHALL BE SECURELY MOUNTED ON A SUBSTANTIAL STEEL 159-5 (Io IE rNF55 OF OP RAnQti , If SHALL BE MANDATORY THAT ALI '� B. FINISH, MIX FACTORY-PREPARED FINISH IN ACCORDANCE WITH - �- - ....-. - . d. Atit MAJOR CHANGE IN THEE LOCATION OR OUTLETS MUST HAVE IME ,�r- x AND FOREIGN MATTER ar+D LEFT {N a POLISHED CONDITION. MAHUFACTUAER'S ItisrRACTIUNS UNTIL A UNJIFORM WORKABLE CONSISTErICY )-) ,...Jt,tlrl-ijtA, TH 'd11FtK UH Jr)iFli;, SADDLE OR COrICREfE BASE. EQUIPMENT OPERATE IN A VERY QUIET MANNER. AIR VELUCITY THROUGH) APPROVAL OF THE AnCHITECT BEFORE SUCH CHANGE IS MADE. ,� - 61�Mr IS ATTAINED. ADD SMALL AMOUNT OF 'NATER r0 ADJUST 'WURKABILIrY. THE FIBERGLASS DUCT SHALL NUT EXCEED 900 FPM AND OUTLET VELOCITIES .i im 0 ' _ + ADDITIVES UR ACCELERATORS ARE Pn UHIBI-TED. A. BEFORE 5fARrING H{S 4OkK AND FROM TIME TO TIME AS HIS WORK 1_ rnE ENDS OF ALL LINES DURING CONSTRUCTION, SHALL BE SHALL NOF EACEED 700 FPi4. ALL AIR HANDLING EQUIPMENT SHtALL BE 16A_7 OU rI_Er BUXF5 AND FIrririr>5, _ i,40.. 1r/ SECTION 9C, CEMENT AND SPRAYED STUCCO -' °' PROGRESSES, EACH SUBCONTRACTOR SHALL EXAMINE THE WORK AND MATERIALS KEPT PLuUGED TO PREVENT THE ENTERING OF EARTH AND DIRT. ALL DIRT MOUNTED Ot VIBRATION INSULATING PADS. x,. ��qj�1 Mu57 BE REMOVED FnDM P[PE A5 WORK PROGRESSES. A, ALL OUTLET BOXES ANO PULL DUXES LOCATED ON THE DUt51DE OF THE ++°+�„r Q a INSTALLED DY U R IM INSOFAR AS THE'I APPLY TO HIS OWN WORK, x[5 SHALL 15R-� I'IFANING UPI THIS CONTRACTOR SHALL AT ALL TIMES KEEP THE BUILDING SHALL BE MADE WArERflGHr. IF THESE BOXES ARE EXPOSED THEY q v 1E-7 IfISPFr:TION, FJUTIFY THE OWNER IMMEDIA iEL'Y IN WRI TING IF ANY CONDI R ONS Ex[5T PHEW SES FREE FROM ACCUMULAf10N OF WAS rE HA TERlalS OR nUBBISH CAUSED F Sr,ALL 9_ OF (r+E CASE METAL TYPE. : 0 + J. HORIZONTAL RUNS SHALL MAINTAIN AN EVEN GRADE OF Nor LE55 q WHf CH .ILL PRE`JENF 5A(15F AC TORY RESULTS !N THE INS TALLAT[ON OF HIE THAN 1/d" IH DNE FOU!. SPECIAL CARE SHALL BE TAKEN TO INSTALL BY HIS EMPLOYEES Ort RIE 'WORK, AND, AF THE COMPLETION OF SAME, HE Pi RAS THE GENERAL ArJU SUPPLEMEN SnRY GENERAL CONDI TIONS ARE MaDE A• VEAIFY THAT SUDS7f2A rE5 ARE SOUND, Fft'cE OF [RREGULaRt TIES " Arl INTEGRAL PaRf OF Tri15 SECTION. ANO FREE OF DIRT. 5'rSTEM. ALL HORIZONTAL PIPING IN COMPLETE COORDINATION d1rH OTHER TRADES. SHALL LEAVE THE 5((E OF TIS WORK BRUUM CLEAN. ALL EXPOSED METAL ' prp W + PIPE INSTALLED 41 rriour THE ABOVE CONSIDERATION SHALL BE CHANGED B. ALL Ou TMST BOXES MUutJTEO ON STRUCTURAL MEMBERS SHALL BE SUPPOR (BD i,iw ` �C'-1 WOi{� (Clf,l !)DFD, CONSISTS OF FURNI SHf NG ALL MA TER [ALS, APPLI- B• SnJULU A iUBCUN FRAC TUA START H1I5 WORK WITHOUT SUCrf MOTIF{CATION SUitFACES OF EDU IPMENT SrfALL BE CLEANED OF ALL GREASE• DIRT AND OrYtER of APPROVED STRAPS On rtANGER S. ALL OUTLET BOXES MOUNTED ON MA SUNRY COM- B. INSPECT IN. INAto SURFACES FOR PLANAR (RREGULARI TIE$ wl tHUur COST r0 THE U'NNER' FOREIGN MATERIAL. 5fRUCrION SHALL dE SUPPORTED BY APPROVED MEAN51 'NODDED PLUGS WILL NOT BE �, ' 1T SMALL bE CUt+S TftUEO AS AN ACCEP TANGS BY HIM OF ALL CLAIMS OR QUEST (ONS APPROVED• y APICES, EDu1PMOM T, SCaALL S TUC SWORK G AND EXECU REQV IRED TD SFT- GREW TER THAN 1/4 IN. !N 10 Fi. AS TO THE SUI TABILtT'( JF THE '.ORK OF OTHERS 7O RECEIVE HIS WORK. HE 15A-y PIPF S_I_F_F_VF_S_, H ST'RI (� OI F RNi Sri TrtREE (3) CUMPLE TE SETS OF OPERA- ISFACTORILY CgMPIErE ALL STUCCO WORK TO BE EXECUTED AS HEREINAFTER 15_ Y IN 1 TI PS, V y♦ •. $ SHALL REMOVE AND REPLACE, Ar HI5 Q'NN EXPENSE, ALL WORK UNDER THIS CUN- rfUN INSTRUCTIONS APPLYING TO EACH PIECE OF EQUIPMENT INSTALLED. ALL OV TLET BOXES SHALL DE GAL`/AN -FAMP DESCR [BED OR INDICATED UFI THE CONTRACr DRAWINGS OR SCHEDULES. C. DO NOT PROCEED UNTIL DEFECTS ARE CORRECTED. inACi WHICH MAr HAVE TO BE REMOVED DN ACCOUNT OF SUCH DEFECTS. C (ZED 5 ED STEEL, UC !AGONAL, fx' 3G-2 STUCCtZ'MA rFR tAt S, A. WHERE PIPES PASS THROUGH 'MALLS, BEAMS, COLUMNS. FLOORS. PROVIDE " AS INSTALLED" DIAGRAM OF ALL CONTROL 'WIRING AND OPER- 7E-d TETT RAL APP( (;ATInr1 RFDIIrRFMFrrrs, ROUND OR SUUAJtE AS REQUIRED, AND SHALL BE CODE APPROVED. AM 0 w 4 •., ; 'E L C. 1T SHALL BE rHE RESPONSIBILI 7Y OF THIS SUBCONTRACrOR TO COORDINATE Jn ,.E 1L1rir SUBS TO ACCO METAL SallTH S SHALL BE [NS INSULA OF OR AS IFFER ING F S FRAMED BEHIND GLASS AND MOON TED A5 DIRECTED �y/ t A PORT 11O ('F HIS WORK .irr, OTHER AFFECTED TRADES AND MATERIALS, WITH SPEC TAL a7TEN- SUFFICIENT SIZES f0 ACCOMMODATE BOTH PIPE ANU PIPE INSULN LAR JR AS DIFFER Ir:G FROM PLANS. 16A-6 SWITCHES ANTI RFr,EPrACI S, �j-- • }�. L• MFN fes, A. S. T.M., C-1 SU, TYPE 1. A. FINISH [NTERSECT10N5 OF PLANES SHARP ANO ACCURATE. FINISH IF AN(. WHERE PIPES PASS THROUGH EXTER (DR HALLS• THE ANNULAR ��renn�� NN asrn TION CALLED TO TrIE STRUCTURAL CONCRETE AND A[R CONDITIONING TRADES. .I r PLANE SURFACES PLVHB, STRAIGHT, AND TRUE TO WITHIN ALLO'NADLE TOLERANCES. SPACE SrtALL BE i1GH(L'/ CAULKED. I58-,7 CI_FAN(NL ANU AQ OTOR NT, UPON CRUNNI (ION OF 'WORK, CLEAN A• S1rJGLE-POLE WALL SWITCHES FOR LIGHTING SHALL BE 20 AMPER`cS, lY5 0 9L-_ SAr+n 15LItOAT AGER +AT 1, SHALL CONFORM e W H A.,. T.M., C-35 J[L AND GREASE ALL FANS, MOTORS ANU O(rtEf7 RUNNING EQU IPMEFJT ANo VOLrs FGR LUAUS QF 1,000 'WAITS AND LESS, ANO OF CORRESPUNDINGL( HIGHEn $ANU FOH SAND FLQaT STUCCO FINISH <OA TS SHALL BE WHITE, NARU, SrIARP 1-4 ORA'd ING51 (,� B. CARE `JHALL BE TAKEN TO PLACE SLEEVES AT PROPER ELEVATION APPARATUS AND MAKE CERTAIN ALL APPARATUS AND MECHANISMS ARE IN PROPER RATINGS FOR LARGE LOADS( MOUNT 4 FEET 0 INCHES ABOVE FLOOR UNLESS OTH1ER- D. FINISH SURFACES i0 UNIFORM TEXTURE 7HRUUGHOUf EACH AREA, ANU AT THE CORRECT ANGLE 50 THAT NO CHANGE IN ANY DIRECTION 'WILL NOnK ING ORDER AND READY FOR TEST. BALANCE ENTIRE SYSrEM TO ENSURE T T H" Ha .15E NO EU. SWI C E] 5 LL bk HUtltlELL ELEC iR IC NO. (22l-I UR APPROVED GRAIfIS FRED FROM SULUA6LE SALTS OR fNJURIgUS AMOUNTS OR ORGANIC FREE FROM IMPERFECT IONS. A. EACH SUdCONrRACiOn SHALL EXAMINE THE ARCHITECTURAL, STRUCrUHAL BE NECESSARY ON THE lNSTALLATIgN OF THE PIPES. PROPER A[R DIiiR1gUTION i0 ALS, AREAS. EQUAL, UNLESS OTHERWISE MUTED. THREE-NAY 5'd1TCHE5, WHICH ARE 1NDlCAYED HATTER, ELECTRICAL, AND MECHANICAL DRAWINGS PRIOR TO SUBMITTING tits BID. THE 0 C. INTERRUPT PLASTER ONLY AT JUNCTIONS OF PLASTER PLANES, AT ` SUBCONTRACTORS xILL dE REUUIRED TO FURNISH, INSTALL Arlo CONNECT wl iH BY SPECIAL SYH BQLS ON i'IE DRA'NINGS. SHALL COMPLY WI rH rHE ABOVE REQUIR - jTF, l5q S UjFIFC,rRjF; F(T'f(NCS, ALL CONNECTIONS BETWEEN COPPER ArtD 15R-� GUARAf1rFF-WARRANTY( THIS CUN (RAC TOA SHALL FURN(sFi A E .-� TRAY HALL BE EQUAL r0 'MARBLE-Cf2E 7E" A5 O15TR !DOTED OPENINGS, RUS rlCATlOrJS On AT CONTROL JOINTS. DO hl0i ALLOW COLD MEtJrS. APPROPR IA iE SERVICES ALL ITEtdS SHU'wN ON ANY OF THE DRAWINGS• WITHOUT STEEL OR WROUGHT IRON PIPING SHALL BE MnUE 'NI TN APPROVED plELEC TRIC WR1lTEN 'dARnAN fY ICUUN IEHSlGNEU BY THE GENERAL CONTRAC tort) STA 11NG BY " PREMIA MARBLETITE OF ORLANDO, INC." COLOR f0 BE SELECTED. JOINTS i0 OCCUR IN FIELD OF PANELS. ADDITIONAL EXPENSE TO THE OWNER. _ UNIONS. THAr HE DUES i+EREB'f WARRANT AND GUARANTEE THAr ALL WORK 'BILL BE u. LLNVtNIcNCE HECEPrACLES StIALL BE SIMILAR AND/UR EQUAL TO HUBBELL 'r' `• D. 'dA rFR, Wa TEA SHALL BE CLEAR AND FlT LO DAINK• 9F-q (C{S TALI A�riUN, "�� � - a. THE ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE FREE FROM DEFECTS OF MATER( ALS. DESIGN AND 'WORKMANSHIP FOR A PERIOD ELECTRIC NO. 5262-1. THEY SHALL HAVE A RATING qF N07 LESS THAN l5 AMPERES• MECHANICAL AND ELECTRICAL DRAWINGS W1 TH REFERENCE TO BUILDING 15A-6 tP;5PPEr,Tj•ON5 AND TESTS, OF ONE YEAR FROM rHE DATE OF FINAL ACCEPTANCE OF THIS WORK. THE 125 VOLTS AND SHALL BE OF THE THREE`--'WIRE GRourio ING r'YPE+ MoUNr 1 FOOT 0 I-} CFMFNi P19�,FR (srucco) , A. INSTALL INSULATION BOARD CONTINUOUSLY OVER SUBSTRATES, ABOVE PARTY FURTHER AGREES THAT HE 'WILL, AT HI5 OWrl EXPENSE, REPAIR INCHES ABOVE FLUOR UNLESS OTHERWISE NOTED. PARTICULAR ATrEmi owi s CALLED CONS SHALT!ON, THE MECHANICAL AND ELECTRICAL DRAWINGS ARE DTAOR BUIL!( q, THE CONTRACTOR SHALL MAKE ALL TESTS IN THE PRESENCE OF AND AND REPLACE ALL SUCH DEFECTIVE 'WORK, AND ALL OrriER 'WORK DAMAGED ATTACHED 'WI fH PRIMER/ApHESI'JE !N ACCORDANCE wI7H MANUFACTURER S f0 RECEPTACLES MQUNfEp ABOVE BUILT-IN COUNT ERS ANp SPLASHBACKS. ALL BU! STALL aE FgLLD'4ED A5 CLOSELY A5 AC SIAL CONSTRUCTION OF THE DUILDING IO THE SAflSFACT1gN OF THE 1NSPECT1tJG OFF (C IAL. TESTS qF THE I' � RA A. FSTUCCO , ALL EX TER IDR AREAS OF THE BUILDING TU RECEI`JE DIRECTIONS. APPLY BOARD !N RUNNING BONO PATTERN 'KITH JOINrS ANO itlE WORK OF O(tIER TRADES 'HILL PERMIT. RfEREB,Y, THIGH BECOMES DEFECTIVE OUR 1rG THE TSRH OF THE GUA NTEE- SPEC [AL PURPOSE OUTLE fS, a5 CALLED FqR ON THE DRAWINGS, SHALL BE OF TME �, SPAA(ED SfUCCq SHALL FIRS( RECEIVE A 3/8" THICK LE`JEL[HG COAT T[GHiL'Y DOTTED. APPLY PRESSURE OVER EN'f1RE BOARD fO 1N5UHE SANT TART SY,fErf SHALL AL 50 MEET Th1E REQUIREMErtTS OF LOCAL PLUMDIrIG WARRANTY. UPON( RECEIPT OF NOTICE FF1OM THE OWNER pF FAILURE OF SANE MANUFAC CURER AS CONVErIfENCE RECEP rACLES. OF CEMENT STUCCO. UNIFORM CONTACT. CGDE S. ALL CE 573 SHALL aE tdAOE DEFORE 'WORK IS CONCEALED OR INSULA TSO. ANY PART OR PARIS OF THE GUARANTEED EQUIPMENT DURING rHE GUARANTEE • C. ALL CHANGES FROM THE DRA'WlNGS tJECE55aRY 70 HAKE THE WORK OF inE 9C-4 SPRAYFH S_rQrCU, SUaCQN5 rRA C TOR 5 CONFORM NI TH THE BUILDING AS CONSTRUCTED AND TO FIT THE PERIOD, Owtr+G r0 rHE ABOVE CAUSES, THE AFFECTED PART OR PARTS SHALL L, I.ONVENlErICE OU TLE fS LOCATED [rJ RE57ROOM5 ANU Af THE EX SER IDR EVEL !RREGULARI TIES GREATER rHAN 1/16 IN. BY RASPING xORK OF Orr,ER TRADES Ok TO THE RULES OF THE BOUIFS NAV ING JURISDICf ION H' SOIL, NASiE AfiD VEtIT PIPING SHALL BE TESTED BY PLUGGING ALL bE AEPLACEO PROHN SLY wl TFi NEW PARS BY AND AT THE EXPENSE OF THE SHALL BE PROTECTED BY G.F, I, CIftCUI 7S 1N ACCORDANCE 'wl rYl CODE. A. THIS CONTRACTOR SHALL EXAMINE ALL SURFACES TO RECEIVE SPRAY- SURFACES FLUSH. ;;HALL BE MADE by THE SUBCONJTHAC MORS AT THEIR O'WN EXPENSE. .:PEN(r1Gs AND FILLING 'NI TH WATER r0 SOP OF VENTS ABO`JE ROOF. AN'! CONTRACTOR. IN THE EVENT CUNTRACfuR FAILS tU TAKE ACr1Ofi 'WITHIN-.r2.....Jny�.r�y,-��,�-,�..--- v LEAKING JUIr+fS SHALL AE nECaULKED. ASPHIAL r, PI FC H, CEMErITS Un - FORTY-EIGHT (401 HIOURS AFTER B_InG NOr1FIEU, THE WORK WILL BE D. ALL INTERIOR SWIrCFI ANO RECEPTACLE PLATES SHALL BE OF THE SAME CRETE PRIOR TO APPLICATION AND SHALL CERTIFY THAT THEY ARE CLEAN C, INS-TALL CASING BEAUS AND ACCESSORIES 'WHERE SHOWN, COM- 0-5 t�UrT1NG. PArCHING ANO E C'AVATION, .JMPJUNOS SHALL NOT BE USED 1N STOPPING LEAKS. DEFECTIVE PIPE A<C MP 15HIED Y THE OWtJ R AT HF XPENS OF rHE CONFRACrori. IN AND FREE OF DIRT• DUST, DIL. OR OTHER I7EM5 'WHICH MAY BE INJURIOUS S 0 L B E f _ E E HaFUFAC rUF7ER ANU SHALL BE IVORY BAKELITE. BROWN 'WHERE APPLIED OVER 'WOOD TO HIS APPLICATION. PLE TELY EMBEDDED 1N PRIMER/ADHESIVE. INSTALL CORNER BEADS AT FlfitNGS Ar+D SPlli HWB5 SHALL BE REMOVED AND REPLACED. ADDITION TO THE ABOVE, THE CONUENSORS SHALL BE GUARANTEED FOR AN ADOI TIONAL FOUR (4) 'TEARS FOR A TO fAL OF FIVE (5) YEARS. OUTSIDE CORNERS. A. ALL Gu TT ING Ar1U Pa rCH1tJG OF WALLS• PARtIiIONS, FLOOR COrJCRETE - A PAr+EL 1r+G. � -- -_ - HOT AND COLD 'WATER PIPING SHALL MAINTAIN A HYDROSTATIC __ __ .�.^,_ E. TELEPHONE COVER PLA iE HUtlBEIL N0. 621dt. �� AND PITS AflD CHASES IN dD00 AND MASUNRY WILL BE DDNE BY THE GErIERAL PRESSURE OF 125 P. S.l. FQR A PERIOD OF Nor LESS rHAN FOUR HOURS /s r` Td tl• TAA TEH IALS SHALL BE SHOROUGHLY MIXED 'KITH CLEAN WATER AND D. GROOVE INSULATION BOARD i0 FORM RUSTICATIONS (AESTHETIC COHTRA<TGR AS PROP [DSU ON THIS DRAWINGS. OR AS DIRECTED BY THE AR<11( s - r fN RGY EFF fr[fNC'/ ['I DEI TH15 CONTRACTOR ShIALL BE /� �� 16A-J jl1R1NG MErHO051 ,0 4 ALL W SOAK FORA MINIMUM OF 7 MIf VTE5 PRIOR TO APPLICATION. .1 THt NO 'VARIATION. 151-1 NS (BLE FOR THE PREPARATION F, ALL FORMS NEEDED TO COMPLY JOINTS) 'WHERE DE SAILED. TEC f. r\LL CUTTING OF STEEL• WOOD On OTHER Ma 1N SfRUC SURAL RgR75 -rHES FORMS NA TERIAL SHALL aE USED AS if COME$, MIXING ONLY WITH CLEAN 'NATER. n NO " ADD " MIXES WILL DE PERMITTED IN THIS MATERIAL. E. USING A STAINLESS STEEL TROWEL, APPLY PRIMER/ADHESIVE TO MUST DE APPROVED BY THE ARCM TECH Pn IDR Tq COMMENCING CUTTING. WITH THE FLORIDA MODEL ENERGY EFFICIENCY CODE. E . 15A-7 SHOP ORA'NiNGS, THIREE COPIES OF SHOP DRA'w triGS SHALL BE ^ ENTIRE SURFACE OF INSULATION BOARD TO A UNIFORM THICKNESS OF 1/16 DUdMirl`ED FOR ALL EQUIPMENT AND MATERIALS FURNISHED oR BUIL( BY THE SHALL BE SIGNED AND SEALED BY A REGISTERED ENGINEER AND SUB- A. ALL FEEDERS ANU BRANCH CIRCUITS SHALL BE RUN At10 CIRCUITED A *I C. MATERIAL SHILL OE SNDA'( APPLIED IN STRICT ACCORDANCE 'N1 TH i B, EACH SENrIALR To TOR SHALL DD ALL tJECESSARY EXCA VA iIOrl AND BACK- P mirrED TU THE ARCH!TECT. FOR APPROVAL, PRIOR TO APPLICATION NJTED UN THE PLANS. DEVIATION FROM THE PLANS SHALL BE MADE MNL'( ON I . fME MANUFAC rURE(t'S RECOMHENUAitONS. 1N. FILL IFIL INC IDErJr(aL i0 ril5 WORK. LULLING SUBMITTEOR. MANUFACTURER'S NAME ANO CATALOG 1rIAL TOTE \ SHALL HE SUBM[iTED N1 Irl BID FOR ALL EOU IPMENT ANO MA fERIAL r0 BE FOR THE BUILDING PERMIT. THIS CONTRACTOR SHALL INCLUDE IN rftl T(EN APPROVAL qF TITS ARCHITECT. � �� F, IMMEDIATELY EHDEU UNE LAYS-R OF REINFORCING FABRIC IN 'WET uSED ON THE JOE). HIS BID ALL OF THE COSTS INCIDENTAL THERETO. '1. /! 9G-5 PA('KAffNf OFI IVFRY AND ST�EAGE OF A[I MANI,IFS�RFD MATFRIAI5 •l - B. T.IE ErJitRE ELEC7RtCAL 1rJ51'ALLAfiOrJ SHALL aE RUN 1N RIGID CONp !T �r ----'� PRIMER/ADHESIVE, fF2UWELlNG FROM CENTER CU EDGES, INSURING FULL SECTION 15A, PLUTdOIr)G -- - EMBEDM'cNF OF FABRIC. LAP FABRIC EDGES '2-!/2 IN. I`A-9 5f. (h., ur 'NA iFR }_'(PFI ALL WATER PIPE MAINS, 6RaNC HES ELECTRICAL METALLIC TUBING IE.M. r.) OR FLEXIBLE SHEATHING (GREEN FIELD) ACCORDIFIG r CODE arto LUCarIUN. \` \ ArtO RuNOUrS SHALL UE SI LED 1N ACCOF20ANCE WI rH rHE NATIONAL PLUMB- SHALL qE pELlVERED [N THE Uf{iG [NAL PACKAGES, CDN FA INSETS OF BUNDLES ING (,ODE. WATER vELOCI TIES Sf1ALl Nor EXCEED B F.B.S. 'WITH ALL DEARING THE NAME OF THE MANUFACTURER AND THE DRANO. PLAS-SER AND C. RLL ir,TtEaDS OF RIGlU CONDUIT SHALL BE CLEAN. ALL MALE THREADS G. ALLOW PRIMER COATING TO DRY B TO 10 HOURS BEFORE PROCEEDING 1 -( S('iy]PF OF MI)RCI_, THE WORK OF THE CONTRACTOR SHALL INCLUDE ALL "THE ALL-CEMENI'trious MATERIALS SHALL BE KEPT DRY UNTIL READY TO BE USEDF WITH FlNiSH APPLICATION. FIXTURE DEMAND UNI fS 0" THE LINE TAKEN INTO THE CALCULATION. ❑F ALL CgtJDulT INSTALLED UNDERGROUND On IN OR UNDER CONCRETE SLAB SHALL WORK USUALLY GROUPED UNDER TH+E HEADING OF PLUMBING• Aria EACH INDIVIDUAL THEY SHALL BE KEPT OFF THE GRACES. UNDER COVEA ANO AWAY FROM SEA r- DIVISION AS LISTED BELOW SHALL dE COMPLETE AND IN CORRECT 'WORKING ORDER•------------- -- BE COATED W1iH RED OR WHtITE LEAD IMMEDIATELY DEFORE DE [NG COUPLED TOGETHER. ING WALLS ANU D[rIER DAMP SURFACES. N. USING A CLEAN• STAINLESS STEEL fRU'wEL, APPLY A 'TIGHT COAT 15A-9 FIfIAIF, THE CONTRACTOR SHALL Af RLL TIMES KEEP THE PRE- PR O J E GET it O. If INCLUDES ALL SUCHI'WORK NrIETHER LISPED UNDER THE HEADING OR UNDER ANY SECTION 16A, ELEC (RICAL OF F1NtSH DIREC iL'( OVER HElNFURCED PH (MER/ADHESIVE COATING. APPLY RISES CLEAN OF ANY ACCUMULATION OF 'WASTED MATERIALS OR RUBBISH OF THE OTHER DOCUMENTS FORMING A PART OF THIS CONTRACT. C. RUtmlm G THREADS 'WILL NOT DE PERMITrEU, PROVIDE 412 GALVANIZED CAUSED aY HIS EMPLOYEES Or! rHE WORK, AND AT THE COMPLETION OF SAME. PULL WIRE IN ALL CONDUIT REMAINING EMPTY ACJU tELEPHUNE RACEWAYS• L-6 FRO TFi:TIOrt DF 'dORK AN(7 RU iI-QIr(C` ALL FItIISHED WORK, SUCH ANp LEVEL DURING SAME OPERA T[ON 70 MINIMUM ATTA INADLE THICKNESS riE SrfALL FtEMDv H w AS w000'WURK, AND GLASS• SHALL BE ADEQUATELY PROTECTED BY THE CON- CONSISTENT 'WITH UNIFORM COVERAGE. A. COMPLETE 5'esrEM OF SOIL, WASTE AND VENT PIPING FOR (HE ENTIRE E IIS REFUSE FROM AtJO ABUUr THE BUILDING, LEAVING r2FNERAI., THE UENEHAL AND SUPPLEMENTARY GENERAL CONDI M ONS ARE r,EREB'( Q pT E rRAC SOR FROM DAMAGE AND STUCCO DROPPINGS AND HE SrtALL MAKE GOOD _ rHE SITE OF HI5 WORK BROOM CLEAN. ALL FIXTURES SHALL BE CAREFULLY MADE AH INTEGRAL PART OF THIS SECTION(. E. ALL RACEWAYS SruaaED UP, INCLUDING THOSE fN CAB/NETS, SHALL BE PROJEC (, IhCLUD ING ALL RUr+UUTS AND CONNECTIONS TO THE SANITARY SYSTEM. COVERED WITH HEAVE( CARDBOARD AS SOON AS INSTALLED TO PROTECT THE CAPPED IMMEDIATELY UPON 1NSTALLATlON. THE USE OF PAPER OF: RAG 'WADS WILL _ SUCH DAMAGE At HIS UWN EXPENSE AND WITHOUT COST (O THE U'NNER' j, APPLY AND fEX TURF FINISH CONTINUALLY 'WITHIN A GIVEN AREA, F[NI SHES. a-;) RUFF( FM-CIAR'f GENERAL CUT) IONS, 50 AS TO MAINTAIN A 'WET EDGE, WORK TO EDGES AND JO[NiS AND DO a. COMPLErE DOMESTIC HUf WATER SYSTEMS FROM 'WATER HEATERS TO LJ3 l 2ITIO N Nor UE PERMITTED. ��� 9('_1 I'1 FAr�IG, AFTER COMPLETION OF HIS WORK, THIS CONTRACTOR TOOT ALLOW HA iER1AL TO SET UP W/THIN A GIVEN AREA. FIX TURES AS INDICA TED UN THE PLUMHING FIxTURE SCHEDULE Irl HPE DRA'x INGS. ' � SHALL BEHOVE FROM NNIS BUILDING ALL SCAFFOLDING ANU TOOLS OF EVERY - )-1 5'JPF RV 15l ON OF WORK, EACH SUBCONTRACTOR SHALL HAVE A COM- CONDUIT RUNS, 'WHEN NOT IN CONCRE iE SLAa DH 'WALLS, SHALL BE -H' Sofir USED BY HIM, TAKING CARE NOT TO DAMAGE 'WORK OF THE DrHER TRADES. C. COMPLETE PLU14UING FIXTURES AS SCHEDULED. SECTION (5a. )(EATING, `JENTILATION L AIR CONDITIONING PETENr SUPER INfENDEt4T IN CHARGE OF THE 'WORK AT ALL.�TIMES: THIS ALL'PLAS IEA, BOORISH. DEBRIS• SiUCcO DROPPINGS, ETC., SHALL aE J• WHEt1 APPLIED FINISH HAS JELLED, SO AS NOT r0 STICK FO SUPPORTED EVERY ELEVEN OR LE55 FEET 1F-.1-1/2 INCHES OR LARGER. SMALLER ' REMOVED BY THIS CONTRAC TOR AND THE BUILDING LEFT BROOM CLEAN. THIS TROWEL, APPLY FINAL TEXTURE BY TROWEL AND FLOAT. TEXTURE TO ,. MATCH APPROVED SAMPLE. SUPERIrJiErlDErii SHALL DE QUALIFIED AND NAVE SCONTRA� EXPERIENCE IN RUNS SHALL BE SUPPORTED EVERY 51% FEET: SUPPORT .SHALL E)E MADE BY USE. E �. CONTRACTOR SHALL REMOVE ALL STUCCO FROM GLA55 AND OTHER FINISHES U. CUMPLE lE COLD 'NATER SUPPLY rU FIx SURES SHQ'NM ON THE DRAWINGS, ft RA ! irlE GEN'c RAL ANU SUPPLEMENTARY GENERAL CONDITIONS ARE THE TYPE OF 'WORK To BE INSTALLED UNDER THIS CONTRACT. OF CONUUIi STRAPS, PIPE HANGERS OR STRUCTURAL STEEL MEMBERS. THE USE AND `LEA`!E THEM 1N FIRST CLASS CONDITION. INCLUDING ALL RUNUUrS AND CUNNECTION5 OF THE WATER METERS. tIEREaY MaUE AN INTEGRAL PART OF THIS SECTION. OF PERFORATED PIPE STRAPS WILL DE PRUHIa I.TED. ONE ryULE CONDUIT CLAMPS 9F-10 PATCHING( PATCH DEFEC (S IN 'WORKMANSHIP AND MATERIALS. r]-/ wlRKMANSHIPI ALL MATERIALS AND QUIPMENr SHALL BE INSTAL- MAf BE USED ON ONE-LtICH OR LESS CONDUIS ON CONCRETE, STEEL OR BLOCK WORK. • PATCHES SHALL NA iCH ADJACENT SURFACES. E. NECESSARY FEES, FERMI rS AND orvIER CHARGES REQUIRED FJYCODES 159-0 SUPPLEMENTARY GFNFRAI CONDI rION5' LED 1N A NEAF AND FIRST CLASS ''WORKMANLIKE MANNER. T'No HOLE CLAMPS SHALL BE USED ON LARGER SIZES. SECTION 7D, DR'fWALL OR ORDINANCES OF POLITICAL SuDDIVI5I DN HAVING JURISDICtION, t� ��+r pp���1 • )F-I1 I ANtNG, REMOVE PLASTER AND PROTECTIVE MATERIALS FROM 0-1. SIJ eF RVI�jT>Ip) OF WORK, -THIS SUBCONTRACTOR SHALL HAVE A COM- 0- CUNNFCTION TO WO R6 �fF OTHERS, G SH E E T 4N O. . METAL ACCESSORIES. REMOVE PLASTER SPATTERS AND DEBRIS FROM OTHER F. AT THE STARE or CONSTRUCTION OF rHE BUILDINGS, PROVIDE TEMPORARY PErEN7 SUPERINTENDENT tN CHARGE OF THE WORK AT ALL TIMES. THIS 2 G. BUL PS, SCREWS AND XPANS(ON DOLfS USED 1N SECURING WORK SHALL ,,i SURFACES. REMOVE RUBBISH, DEDRIS ANU SCAFFOLDS FROtA SITE. BE GALVnNILEU ANU OF AMPLE SIZE FUR THE SERVICE. MULES FOR LEAD SHIELDS WATER SERVICE AC THE SITE. $UPERI?IiENDEtIt SHALL tlE OUALIF(ED AND NAVE SUITABLE EXPERIENCE [N A. BEFORE STARTING HIS WORK ANA FROM TIRE r0 ([ME AS H[S - SHALL Be OflILLEO IN DLOCK QR CONCRETE. A55EH�LY DOLTS, NUTS ANU WASHERS - 1 ` THETYPE OF 'WORK 70 DE ITIS PALLED UNDER THIS CONTRACT. 'WORK PROGRE55E5. EACH SUDCUNTRACTOR SHALL EXAMINE THE WORK AND WILL DE ZINC OR CADIUM PLATED IRON. ON CONDUIT RUNS ATTACHED TO HA50NHY w JI NFRAII THE GEr1ERAL AND SUPPLEMENTARY GErIERAL CONDITIONS ARE OtHEH THAN cgNCREiE BLOCK, POWER DRIVEN STUDS M�Y DE USER IN LIEU OF } ,� - HaOE AN 'IHTEGAAL PARE OF THIS SECTION. MATERIALS INSTALLED BY OTHERS INSOFAR AS THIEY APPLY TO HIS 0'NN WORK AND SHALL rJOrIFf rHE OWNER IMME01ATELY IN WRITING IF ANY CONDITION ExPANSION $HELLOS. I - ., 9D-t SCUPEJ THE CON (RAC TOR SHALL FURNISH ALL MATERIALS, CALOR E%1ST5 WHICH 'WILL PREVE NT SAfISFA CrURY RESULTS IN THE INSTALLATION � " AHO SCAT FOL.DItIG REQUIF{EO 10 COMPLETE SATI5FAC TORILY ALL DRYWALL 'dOflK � OF it1E SETS TEM. ..v SHOWN UN THE DRAWINGS AND/OR SPECIFIEU. I - i Y s - - - j Ji �, , - - F r ` I , ,.y + , - - - r,d y t - . r tri....,.. .t..v. F . n.., : !'., I:...i _ .. .g J r a , . .t . .. l"r s „q , . j , 0, -I. i ,. .. .....,> _._rA, .: , ,,. yy �. .•r. + ,. . • ;. I f.e� G.: -...J 1 .. - H,y .P i. AF 39527 t LAKE MONROE LOT 3 6 � O l LOT 7 H& —HANDICAP PARKING 2.1-1 SITE PLAN I11 = 30. o o I Q 4. V I t.1 r[JIGLG e �; _Q I 2.1-2 CURB DETAIL In= � I ort NOTES: t#I. ALL tJOJZMAL AQE IDr ,c ZOr 4'2. ALL NAUD16A1- it it AeP, 121 x ZOI 3. ALL LOT-jTIZIPIW6, 15 2n WIDE, PAIUTIW MTLh, PDQ GtT`( OZPfUAU,,_'6e. PROJECT NO. DATE OWN REV. SHEET W 2.1 � W Q Q —• �.. Z O N t1) aC m F•• JW LA.a cc ZZ>rx D OX 0 CC LAw LL -7 °� oCC • ,LJL oc dTo P O a N o ._ .i P -'N PSZ IaIJG,) m O U. W Z N Q O O rte_ 2.1-2 CURB DETAIL In= � I ort NOTES: t#I. ALL tJOJZMAL AQE IDr ,c ZOr 4'2. ALL NAUD16A1- it it AeP, 121 x ZOI 3. ALL LOT-jTIZIPIW6, 15 2n WIDE, PAIUTIW MTLh, PDQ GtT`( OZPfUAU,,_'6e. PROJECT NO. DATE OWN REV. SHEET NO. 2.1 0 5/ J F g.9 1 \� 3 .7 -- ID3.2 N O / !c� s • 8.6 5 �! 8•. 4 ��° 7.0 CONC. L T P O L E a A6 (e, T . LT) 6.7 8.2 40000, y T' (4 \ s 1 �., 3.2 6 .4 CO NC. LT. POLE 1 4 (C-, -F LT) 3.7 • v 1 kQrt � u fah , 4 0 o , J --MAN [A O L� -E3_ P, I cwt E L E- \/ o� i ELEVATIONS BASED ON U.S.C.S, t�)ATA I Y PEN L` r 1 0 5/ J F g.9 1 \� 3 .7 -- ID3.2 N O / !c� s • 8.6 5 �! 8•. 4 ��° 7.0 CONC. L T P O L E a A6 (e, T . LT) 6.7 8.2 40000, y T' (4 \ s 1 �., 3.2 6 .4 CO NC. LT. 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W/ PLATE i; a'V. / f�AFTEV-. -- �-- F. .% IFoVFla V, - �� V UGT U V- A L >4 II n GIt?vc� /Q 10 L.OuC, GAD. PLATED `-- 1TE�t. M.13. W/ 2- PLATS yvA¢411; td<j H G X N J T �- H I1J& W/ rc rpt 1� r7 D>'L 1 p U�eip� e G0pAr4 T01 M ill P�X8 1�511QU6Tu0A.I- 3iu Gr VA 12' IA (ALL. �Xr. COLUM u�) IZ41'(+� Go 1, u M N 3.4--3 RAFTER/GOLU 62 ROUT CLU M U Cs (jOT H �ll7�J TO LG.T r -H01✓ FIT F1.UhH 0 Got,. FAGI-.i - � ° At %moo a F' -50T -r. TO GLEAZ A I a I L A�JGHo2 0ot.T HEAP, c III r 1► OII I`JO�MAL G✓(iAC'J �•-\ rG �AFTrieh, Ga1��s- IoY-t�, M1416. DETAIL— -_ 01,.1T, VIII-) 0,V GG DA I✓ LOG1/ t wZ- - GUT' t2 O M ca -/. 6, -./TOG V- ----- `__-- -- TOf 165OL U M 1� t%L rr V I Z 11z s' e� x PZ 4?/6,6-1' l2 UGT tJ 11. GrZAVE D©uGLAf� F 1 rz 6,r'—Am - RAF-r9;Z,-6,O�GV- , ETG. AE5OVE i3EA M �aA M � A< 3.d-- lv G✓'EGT, ?),4-1 r0 � �.00F NOTCGG 1 X •'8 ZAP 6I LL 41A M C-, 1�1L1T 7M 0 0 T H A I r; I -x & 12/.!�' `ie, p GEt�A•iC •hU!?fLoUT".t P • ��L Il ljOLA� � GfOt,.t'Z� "�>rMPf�ifZ.E17 . �LAZ[t..tla 11•..1 PjG�oNZ.� AJ..IOp- `. I2ED V&70t,FI40W-r VERTICAL lot u-r.t� AW V I '6'1 LIe0W 6"eAt.AMT 1-14 G1MOaTH 1zF.D G(,,DAZ bAhC-, -- At t- I�VALL�� 4 WOOD GOL,u M u6 McTHvD vF FA-.1rf;WIUG. N0QMAL- hLAG �LEV 111, �II a . a a i/,z n D"' E T A 1, L 3,4 14 EAVE, DETAIL \ L11� LI SII -- 3/4ItY. toItLos.tG CAP flrA'rErD `tGFiL M.0. W/2 -PLATE' WAh1-1E + HEX NUT GoLUMU FcLi0OATIc,0 CON N EG'ra 0 - rali f, Dt:.TA 11- L. ell it -�vI rin � Et% u • --• o - a• KLA D. LAT..D ii Ii4' M.r3. W/ PLA'rt% INA,:�,rt>;Q 1j11 AGtC.I;�MAW �KPAM,5I IVB tt1J ,.3.4-5 COLUMN/ 1:'S L AtB . D E" `1 L 111 �' p it va. SPeA`fi:P OV,CTHAUe, IZOOF ZIUl� W I .UIzE?HAWC-, fIUI 1l 6�E GJPLG t F 1GAT10f�� ri �j�,►�%ti �tti• i =j(1� it fi. a�{{d„„ P Y;fi.seY.!i�° i� .. IsY•Sf .nr i P DN11�iJ• �{T!, ,.,�irly'�•.`i ?'yf}}rIA°'�i��iz�•S� •:f.• • ina �•��e .�i�p� f r�.�• �� �.,�•t' •/r' -y J g,J/a� �a`s��iAll a d tl %moi. aYTaF �'�t�31' �'xi` I ` fs��iii�Et 1!•• •+/ ��nrty hLAe� D�TAIL-� V'ezII6OLA �`JrOU�t; TGMP>i��D GLAZtW6 10 IZGD f y��rlGA1. I-LO1Z1zOtJT� -TO t 1.J T67 l j J T T A t•J / Jam( U L L 10 !.J ,t1 tGatJ ht:AL.AUT Pg;2 G1t-tcP D'N (GUZVt; / 1,A, h PVAM1) ? OZMAU DEG1G2' 42AM P 'SL0P�,r:- �Of, 4t4. 3 G1t-I e �,T 4, Dt%G4 pG TA I Ll . CTION 8 STD"ME FRO ON'T SECTION i SOLARIUM' ,�,oLA,9IUM /LA e, F.L�Y. Ip1,Cvn s. .V PROJECT NO. is AT E OWN REV. v SHEET NO a �ss R, UJ R o R. VAR J W'. (n 4 f� S r' � 1 t.. ©►� PROJECT NO. oA?E OWN -- REV. SHEET NO,,. . R - , . , . s-.: r s , __ .. _ p, :_� - < ,. ':.. --, u• ^.^ .-- .':, ':. t s x{'" f :l ��•^,'�k��]',.9F i ,.. ii.i. ,. ..:. '_ r _ _. _ ♦ _ .", •Caarp''a"..,y .x_:_ ,�.. �,.a;M•�,„', '�_.a\.�q ,h�.Y�.%x-X'��R4�j" ",`u"'.a-.. .. ."":S'•*�.nR,� -:- � .. MaM.ya_cv... "IX -p ,: '. ...".OPM0 .. .. .. ziV -: wy_, 1 : s. r,: 77777777777777777 1. . ,.. ,' r: .. ,. .. 1. .. .' I A rK"4'1 H T %03`1 D E E LE VATIOM Y I ��� AtX ff Ili wr, P I 1 113 F I i I I I I I Jut i. I n III 4u I�j ik El 'L ATIVN- 11, oil A OWN Li/Or RREV. A OWN RREV. SHEET NO. F. I NO Govt E�7A/vf�, tah l .'A7I�iVIV PLAhTe� GGILt�C� N � a tA b a ,h� r Aw, Tolt-r.T CA2Ttr►ou,� ArGG 4.4 *- 1 TOILET/UTILI Ty CORE PLAN. x -)'otZMtGA t11 G�0A M I G T I/2 II � l i 0 II i CNH ITFi I.AM P� � - 2 tic Co G,rr !1 D� N �a l lv' o.G•- W n , I I , •' -t-1 , � z m\tet �a� n DrG�fWAt.C. 4 �-tA U u� F ¢o M °�%21I /L.F. @ l;~�j O.o% MAXIMUM YAT104 5 TOILETELEVIA - �ta'o- ION 4.,4-6 SECT I ' t,/1LII >r 11 Oil r f int% F. LI- • �L ' � � �j..'L - L' FOQ 6, t.A21 U!a DF.TA 11.-9 /; 14 . 1 n �!J r+ } r ( 01,t { i ]� •' 1 40 i'�'!.� 45'1 I �• � Y 8 � Ig HOZ AIC.t Ula DFiTAl1.�7 � . 4 '////ii/ ` r G A 1 r'. /j/ ��% �// //� 3 p, , r t i y F ,�, •r; :.� �i IZ i &dt }IAF �4"VIUYL PJAh6 41,4-2 ELEVATION I/4 tt - 1 t' 01t I ,+ Ij I I Al T100MAL, FI,oO>z LjtDt1►(a A16G:DAzVG1;4& T�YI.�AhSC At., 6 ArzoLiQL9 Our51DFi of WA t.t.a,/ I ou 2 x 4 It rT J 05 (0 16, "0.65. rf't,-f wooD I °. '� PROJECT NO. i 4.413 " L V A 1 I O I OATS I/Ifj1 I a It OWN _ ,h� r tt.4' } at r ¢F 1 i O ' Y ✓. i y? •4. i oI Y \YI tiY. J A 5 Aw, Tolt-r.T CA2Ttr►ou,� ArGG 4.4 *- 1 TOILET/UTILI Ty CORE PLAN. x -)'otZMtGA t11 G�0A M I G T I/2 II � l i 0 II i CNH ITFi I.AM P� � - 2 tic Co G,rr !1 D� N �a l lv' o.G•- W n , I I , •' -t-1 , � z m\tet �a� n DrG�fWAt.C. 4 �-tA U u� F ¢o M °�%21I /L.F. @ l;~�j O.o% MAXIMUM YAT104 5 TOILETELEVIA - �ta'o- ION 4.,4-6 SECT I ' t,/1LII >r 11 Oil r f int% F. LI- • �L ' � � �j..'L - L' FOQ 6, t.A21 U!a DF.TA 11.-9 /; 14 . 1 n �!J r+ } r ( 01,t { i ]� •' 1 40 i'�'!.� 45'1 I �• � Y 8 � Ig HOZ AIC.t Ula DFiTAl1.�7 � . 4 '////ii/ ` r G A 1 r'. /j/ ��% �// //� 3 p, , r t i y F ,�, •r; :.� �i IZ i &dt }IAF �4"VIUYL PJAh6 41,4-2 ELEVATION I/4 tt - 1 t' 01t I ,+ Ij I I Al T100MAL, FI,oO>z LjtDt1►(a A16G:DAzVG1;4& T�YI.�AhSC At., 6 ArzoLiQL9 Our51DFi of WA t.t.a,/ I ou 2 x 4 It rT J 05 (0 16, "0.65. rf't,-f wooD I °. '� PROJECT NO. i 4.413 " L V A 1 I O I OATS I/Ifj1 I a It OWN _ 7.1-2 DUCT RISER 1/411 a 11011 } �j I � SIL DUET, �2UPPLY VO& E 'Te' 5 VA1ZY. 0L F: 7 1 - I to ' .: ♦ - ifs... - y st . - ;d�. 7.1-4 HVAC EQUIPMENT SCHEDULE No. GoMPI?t%h�01Z AIQ HAWPLGQ 12i,Tozw AI tZ DILL& TN�2M0- STp•r �6t-AA•t`L►Ly. hT01 P�7 Q 15-To0 12ATYI? Z3 co V- 4.4950 GFM i 'LHP -23oV- (,p ,� 3(p" H0sj&^(w9�LL- At LL �,00if MINT E�Y 'bo '4V,/ I 6,0-34P (f=LA = lol. 7) 6,0,.,3Z� ( FLA - g,3) w/ T4 -S-A TZANf,-�, 6AV_Zi00, 2-STAl�- W fr Q H0aIZVWTAI. T`(f'(-, F-IL.TI✓i1Z 6V-1�,QIJA1, o2 aPQ1Zovj�-,D Fb? JAL. rLA=JZ. 1 5 - To Ll 12AT6D , 230 V - l Como GFM , I He- Z30V- 1o0",4 zx! 1r on 13 1Gvv 2 3,t ( F L A = 27,2) &0 - 34' C FLA = '4 W/ N -Z Z -STA,6 O LL W z Vr-,0TIGAL TYQe F►LTe2 O FLA= -31.3 O I -)QjOGFM, 1 H P -23oV- 30" 30" J 15 1�vJ FLA = 3 -5 1. moo-►- 3cp C FLA = 4.5) W/ V9; QT I GAL TY P6 0 =-31? 1 ("I-TOQ .12ATE.D, 23oV- 1°I�OGI%t�l, I �P-23oY- "x30 12;/-w 4 FLA = 31,3) &oti 34p (FLA 9- 4.5) VGV_T16AL T-YPFi Q FLA=35.I 2 -Tow VAT e,L?, 230 Y- I0Y70 GFM r 1 Nfo- 23oV- 3o°x 5 ao- 17Z) V61ZTIGAL TY>'!; FILr>%t2 FLA =31.3 e -Tow QATer7, 430 V- IlPSoGFM, I HP -230 V- :✓-O'Ix24!1 131Ly�1 FLA = 27.2) FLA --¢.5) W/ 2-'�TAGG V6tZTI6AL TYPE FILTFiQ rLA=31.3 Co-TOIJ LAT601 23oV- 1,98oCFM, I HP -230V- 3o'x3d' i5 vW 7 lvo3ep (FLA = 31.3) �2,o— 347 C FLA = 4.S) W/ 2 -STAT 0 Vg'rzT16AI- T-YPG FILTeIZ FLA=3r.-,I 'l,%2 --Tow 4�A-re�D, Z3oV- 145o GFM, 1%2HP-23oV- pj roti 3� (FLA = ¢3.1) 3�P(L�TYAPE o) Vim¢ fILWrE¢ SLA �o v 7.1-6 DETAIL IzQn^ Ii on tl�y' I +_ �V \- -- -- oo �I O O I W IL Xt IL I- kL oo�1J11 l'tiuSf-AL MOTES I. ALL Woov- MUtT Me:( -,T ALL 6TAT6 04., 1uhTAL.L 2vGAfo6 ..1. FA ()iJpee ALG A►r,-- � O I L06AL Go0P.� A U P PG -e ASMei �UIDLLI1..le- HAuDL�V Ga►L5 W13114 PYG DeAIu LIuG To , l0><lo GXHAuhT 42. AeE METALAI eG- ADTA66ur 5etzvlG� �jlu�. DuGT Adb�E 5rrrzlr%� T GXTeUD60 AL-Limi Jum W/ APJU<jTAI!5L.6 FQoVIDP_ lv° 7 M10- 66H60. ID PVG 12AGc--NAY f3`;Tn/9;EU "� \O � ToII,tiT G>✓ILIIJla 7.1-3 MEZZANINE TAKEOFFS 0LADem, 1LfUCS UoIT5Aer; Mope;uLTV. ALL, AI>z NAu0Lr--e A Qt:NtdrGGvmeoo o¢ Foe ALL,. 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