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Home My WebLink About1996 COSTA DEL MAR RD; ; 84-199; PermitDECLARATIONS cs LENDER IF WORKER S COMPENSATION OWNER/BUILDER TRA !"3 ~z 3^ *f9*£0 55=L D a !jl4> ll-f ?|i c. c *-i CT.-)5a:* f0^11 "'^O-T] 3 aS»?= S=S -1-- 5 I s « ib —o r- = 3 — — "3 "^- = LI- S 5" 11 5T~ = ~5§35-g ^ = 5=r™<"S = f S f Jl 01 ™ 11 "1 a K 1 5 Cl CD = 0- «g •D _^ ° ra^ o completior2.his workS I 3 1 1s | s S 3 i 'ormed pr5 o u 2*s 5j r I am impI I S S o"i 33S£ 111? 1^11^5 l^llfiss-sff-_ 1^^555^ a 5 5 « 5 w % 3,^ ™ re r --I^ltsS l:if^:?!:5il• siio'l SSifili§stll"f!=oil* Iliiifif|;|,| =r ^ -^ n o ~Pi5l=5|si-3tg=s-J White — Inspector Green — (1) Finance (2) Data Process Yellow — Assessor Pink — Applicant Gold — Temporary File CO TJmO >i— O Ozg H Oz CO BUILDINGo CO mO3:>z o>r~ o -o ^Si^9§ ^im 1§ 0)2mss| 3)1- O^<3>nro,O-D3J TJ3) -S . 3 , ;VENTILATING SYSTEMS/ / .HEAT - AIR COND SYSTEMSn DCO TJ m D m Tl TJ TJ ^ - 1 ' "• .MECHANICALD BONDING D POOL„D ELECTRIC SERVICE D TEMTJn TJ-< >•»« ^ROUGH ELECTRIC§ fe. ^««r\D ELECTRIC UNDERGROUNDn^_ Tl Tl,m M', & ^ 'j ELECTRICALD WATER HEATER D SOLAR§ ^^mTl O CO HmCO TUB AND SHOWER PANTJ O C n § CO m n Hm 33 UNDERGROUND D WASTED ^J Hm 33 SEWER AND BL/CO DIPL/COPLUMBINGINTERIOR LATH & DRYWALL^% ^^ jV INSULATION111 rlrl s i- b ^ n n3 C 3 5 3 J «• 1 •\ 3 ) 3 H -S ^ t %&* ^ R-k•3(D dOOd % ONIH1V3HS(J) m 33 •v. '?Of >.a FLOOR & CEILINQ SUB FRAMEGUNITE OR GROUTMASONRYREINFORCED STEELFOUNDATIONBUILDINGTJm D m COT)m0 3D rx\J~r -s Cv• V / tr ~OF, i! O "Dboz </> 3J £ (A Zo D f X z HOUIT WIm | Smo 3 » O INAOO 3 3 CO 5 ~ \ a •3. o 3. ;r i> •\. TJ -n °s n °'; §Hm Tl 35 C r^ 0 wTlm Oz o13) 00 D Hm Hwmcom O 10 m TJ " SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 62BO RIVERDALE STREET PO BOX 2O627 SAN DIEGO CALIFORNIA 92 1 2O (6 1 3] 28O-432 1 165 WEST ORANGETHORPE PLACENTIA CALIFORNIA 92S7O [714)524-9130 74-S31 VELIE WAY PALM DESERT CALIFORNIA 922SO (SI 9) 346-1 O7S 678 ENTERPRISE STREET ESCONDIOO CALIFORNIA 93025 [619] 74S-4S44 REPORT OF COMPRESSION TESTS FILE NUMBER 8522002 DATE January 24, 1985 JOB La Costa Clubhouse ADDRESS 2001 Arena! Dr., Carlsbad OWNER ARCHITECT ENGINEER CONTRACTOR g & D CONCRETE D MORTAR XD GROUT D GUNI ,"E D LOCATION IN STRUCTURE CEMENT ADMIXTURE SAND ROCK MIX NO OR PROPORTIONS TIME IN MIXER MINUTES SLUMP INCHES FABRICATED BY Masonry walls, 1st lift, north and east wing Portland II Pozz Premix Premix 50-0030/6 5 1.5 SCS&T TRUCK NO 266 TICKET NO 79608 LABORATORY NO MARK 5074 5075 5076 DATE MADE DATE RECEIVED DATE TESTED DIAMETER INCHES AREA SG INCHES MAXIMUM LOAD LBS COMPRESSIVE STR PSI AGE TESTED DAYS REQ D PSI AT SB DAYS UNIT WT/CU FT (PLASTIC) 1-17-85 1-18-85 1-24-85 9.00 24,000 2,670 7 Days 2,000 DlSTRIBU TION (3) Marnell Corrao Associates (1) City of Carlsbad (1) Irv Bennett (1) Johnson & Nielsen Associates (1) SCS&T, Escondido RECEIVED JAN 2 91985 CITY OF CARLSBAD Building Department SOUTHERN CALIFORNIA SOIL AND TESTING, INC. REVIEWED BY David J Akers, R C E. #26815 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. BaSO RIVERDALE STREET PO BOX 20637 SAN DIEGO CALIFORNIA 92 1 2O (6 1 9] 2SQ-432 1 1B5 WEST ORANGETHOPPE PLACENTIA. CALIFORNIA 92S7O [71 4) 524-91 3D 74-S31 VELIE WAY PALM DESERT CALIFORNIA 9226O (61 9) 34S-1 O7S B7B ENTERPRISE STREET ESCONDIDO CALIFORNIA 93025 [6 1 3] 746-4544 REPORT OF COMPRESSION TESTS Janaury 14, 1985FILE NUMBER JOB ADDRESS OWNER ARCHITECT ENGINEER CONTRACTOR 8522002 La Costa Clubhouse 2001 DATE X) CONCRETE D MORTAR D GROUT D GUNH E D LOCATION IN STRUCTURE CEMENT ADMIXTURE SAND ROCK MIX NO OR PROPORTIONS TIME IN MIXER MIINJUTES SLUMP INCHES FABRICATED BY Footing 3-6 @ El Type II Pozz Premix 4 8 sack TRUCK NO TICKET NO LABORATORY NO MARK 4555 4556 4557 DATE MADE DATE RECEIVED DATE TESTED DIAMETER INCHES AREA SO INCHES MAXIMUM LOAD LSS COMPRESSIVE STR psi AGE TESTED DAYS REQ O PSI AT SB DAYS UNIT WT/CU FT (PLASTIC) 1-04-85 1-09-85 1-11-85 6 00 28 27 43,000 1.520 1 Days 2,500 1-23-85 63,000 2,230 19 Days DISTRIBUTION (3) Marnell Corrao Associates (1) City of Carlsbad (1) Irv Bennett (1) Johnson & Nielsen Associates (1) Premix (1) SCS&T, Escondido SOUTHERN CALIFOFINIA SOIL AND TESTING, I IMC. REVIEWED BY David J. Akers, R.C.E #26315 SOUTHERN CAL,8FOP3i\5iA SOBL ANO TESTII\ie, IfVSC. B2SO RIVERDALE STREET P O BOX 50627 SAN DIEGO CALIFORNIA S21SO 165 WEST ORANGETHORPE PLACENTIA CALIFORNIA S267O (714) 534-3130 74-S31 VELIE WAY PALM DESERT CALIFORNIA S226O (613] 346-1078 67B ENTERPRISE STREET ESCONOIDO CALIFORNIA S2O25 (&19J 280-4321 JOB La Costa Clubhouse Remodel ADDRESS 2001 Arenal Drive, Carlsbad TYPE INSPECTION Grout MATERIAL INSPECTED Concrete Mix Design #50/0030, (2000 psi) SCST NO 8522002 s i BLDG PERMIT NO DATE 1-21-85 PLAN FILE NO ARCHITECT WZMH Group ENGINEER CONTRACTOR Marnell Corrad Associates & B L Masonry 1-17-85 Douglas Hicks Inspected placement of grout in masonry walls, 1st lift, north and east wings. One set of compression specimens were made from 1he grout DISTRIBUTION (3) Marnell Corrao Associates (1) City of Carlsbad (1) Irv Bennett (1) Johnson & Nielsen Associates (1) SCS&T, Escondido SOUTHERN CALIFORNIA AND TESTING, INC. REVIEWED BY V ,1. AkPrs. R.f.F. #26815 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 628O RIVERDALE STREET PQ 30X20627 SAN DIEGO CALIFORNIA 3212Q (61 3] 2BO-432 ' 165 WEST ORANGETHORPE PLACENTIA, CALIFORNIA 32670 [71 4] 524-31 3O 74-B31 VELIE WAY PALM DESERT CALIFORNIA 9226O [61 3] 346-1 Q7B 678 ENTERPRISE STREET ESCONDIQO CALIFORNIA 92025 (B 1 3] REPORT OF COMPRESSION TESTS Janaury 9, 19858522002 La Costa Clubhouse 2001 Arena! WZMH Group FIL.E NUMBER JOB ADDRESS OWNER ARCHITECT ENGINEER CONTRACTOR Marnell Corrao Associates DATE XI CONC RETE D MOR FAR D GROLJT D GLJNITE D Footing for column @ 1.25 and B line Riverside Type II Pozz 344N Premix LOCATION IN STRUCTURE CEMENT ADMIXTURE SAND ROCK Premix MIX i\!G OR PROPORTIONS 50-0038/4 8 S3Ck TIME IN MIXER MINUTES 50 SLUMP INCHES 4 3/4" FABRICATED BY SCS&T TRUCK NO 337 TICKET NO 82300 LABORATORY NO MARK 4287 4288 4289 DATE MADE DATE RECEIVED DATE TESTED DIAMETER INCHES AREA SO INCHES MAXIMUM LOAD LBS CQMPRESSIVE STR PSI AGE TESTED DAYS HEQ D PSI AT 33 DAYS UNIT WT/CU FT (PLASTIC) 1-02-85 1-03-85 1-09-85 6 00 28 27 58,000 2,050 7 Days 2,500 1-30-85 92,000 3,250 28 Days Discarded DISTRIBU TION (3) Marnell Corrao Associates (1) City of Carlsbad (1) Irv Bennett (1) Johnson & Nielsen Associates SCS&T, Escondido Premix RECEIVED FEB 71985 CITY OF CARLSBAD Building Department SOUTHERN CALIFORNIA SDSL ANO TESTING, INC. REVIEWED BY Al David J Akers, R C E #26815 SOUTHERN CALIFORNIA SOIL. AND TESTING, INC. 62QO RIVERDALE STREET P O BOX 20627 SAN DIEGO CALIFORNIA 92 1 2Q (6 1 3) 28O-432 1 1B5 WEST ORANGETHORPE PLACENTIA CALIFORNIA 926~7O (71 4] 324-31 3O 74-B31 VELIE WAY PALM DESERT CALIFORNIA 922BO (61 9) 34B-1 O7S 67EJ ENTERPRISE STREET ESCDNDIDO CALIFORNIA 92O25 [6 1 9] REPORT OF COMPRESSION TESTS FILE NUMBER JOB ADDRESS OWNER ARCHITECT ENGINEER CONTRACTOR 8522002 DATE La Costa Clubhouse Addition 2001 Arena!, Carlsbad B & L Masonry January 30, 1985 D CONCRETE D MORTAR G^GROUT D GUNITE D LOCATION IN STRUCTURE CEMENT AD(V?IXTURE SAND ROCK MIX NO OR PROPORTIONS 50-0030 TIME IN MIXER MINUTES SLUMP INCHES FABRICATED BY SCS&T North and East Walls, 2nd Lift North Pilaster Walls, 1st Lift Portland II Pozz 344 Premix Prerrnx 6 5 Sack 1 1/2 10 1/2 TRUCK NO 273 TICKET NO 046823 LABORATORY NO MARK 5402 5403 5404 DATE MADE DATE RECEIVED DATE TESTED DIAMETER INCHES AREA SQ INCHES MAXIMUM LOAD LBS CQIVIPFi ESSlVE 3TF! PSI AGE TESTED DAYS REQ D PSI AT SB DAYS UNIT WT/CU FT (PLASTIC) 1-23-85 1-28-85 1-30-85 9.00 17,000 1,890 7 Days 2,000 OISTRIBU TION (3) Marnell Corrao Associates (1) City of Carlsbad (1) Irv Bennett (1) Johnson & Neilsen Associates (1) SCS&T, Escondido RECEIVED FEB 71985 CITY OF CARLSBAD Building Department SOUTHERN CALIFORNIA SOIL AND TESTING, INC. REVIEWED BY David J Akers, R C E #26815 SOUTHERN CALIFORNIA SOIL. AND TESTING, INC. 62BO RIVERDALE STREET PO 60X20827 SAN DIEGO CALIFORNIA S212O (6 1 9] 2BQ--433 1 1B5 WEST ORANGETHORPE PLACENTIA CALIFORNIA 32670 (71 4] 524-31 3O 74-S31 VELIE WAY PALM DESERT CALIFORNIA 92260 (6 1 9] 346-1 O7S 67B ENTERPRISE STREET ESCONDIDO CALIFORNIA 32O25 (6 1 S] 746-4544 REPORT OF COMPRESSION TESTS Janaury 14, 1985FILE NUMBER JOB ADDRESS OWNER ARCHITECT ENGINEER CONTRACTOR 8522002 La Costa Clubhouse 2001 DATE B CONCRETE D MORTAR D GROUT D GUNITE Q LOCATION IN STRUCTURE CEMENT ADMIXTURE SAND ROCK MIX NO OR PROPORTIONS TIME IN MIXER MINUTES SLUMP INCHES FABRICATED BY Footing 3-6 @ El Type II Pozz Premix 4 8 sack TRUCK NO TICKET NO LABORATORY NO MARK 4555 4556 4557 DATE MADE DATE RECEIVED DATE TSST6O DIAMETER INCHES AREA SQ INCHES MAXIMUM LOAD LBS COMPRESSlVE STR PS1 AGE TESTED DAYS REQ D PSI AT S3 DAYS UNIT WT/CU FT (PLASTIC) 1-04-85 1-09-85 1-11-85 6 00 28 27 43,000 1,520 1 Days 2,500 2-01-85 72,000 2,550 28 Days 1-23-85 63,000 2,230 19 Days DISTRIBUTION (3) Marnell Corrao Associates (1) City of Carlsbad (1) Irv Bennett (1) Johnson & Nielsen Associates (1) Prerrnx (1) SCS&T, Escondido FCB 71935 CITY OF CARLSBAD Building Department SOUTHERN CALIFORNIA SOIL AND TESTING, INC. REVIEWED BY David J Akers, R C E #26815 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 62SO RIVERDALE STREET PQ BOX 2O6S7 SAN DIEGO CALIFOnNIA 92 1 2D (6 1 9] 2SO-432 1 165 WEST ORANGETHORPE PLACENTIA CALIFORNIA 92670 [71 4] 524-91 3Q 74-B31 VELIE WAY PALM DESERT CALIFORNIA 9226O (B1 9] 348-1 O7S 678 ENTERPRISE STREET ESCONDIDO CALIFORNIA 92O25 (619)746-4544 REPORT OF COMPRESSION TESTS February 4, 1985FILE NUMBER 8522002 JOB La Costa Clubhouse Addition 2001 Arena! Dr , CarlsbadADDRESS OWNER ARCHITECT ENGINEER WZMH Group CONTRACTOR Marnell Corrao Associates C3 CONCRETE D MO F TAR D GROUT Q GUNITE G LOCATION IN STRUCTURE CEMENT ADMIXTURE SAND ROCK MIX NO OR PROPORTIONS TIME IN MIXER MINUTES SLUMP INCHES FABRICATED BY SCS&T Footings at planter area Portland II Pozz Escondido Ready Mix Escondido Ready Mix 2085/5 7 sack 1 hr. 25. mm H TRUCK NO B92 TICKET NO 85379 LABORATORY NO MARK 5399 5400 5401 DATE MADE DATE RECEIVED DATE TESTED DIAMETER INCHES AREA SO INCHES MAXIMUM LOAD LBS COMPP.ESSIVE STR PSI AGE TESTED DAYS REQ D PSI AT 2B DAYS UNIT WT/CU FT (PLASTIC) 1-25-85 1-28-85 2-01-85 6.00 28 27 84,000 2,970 7 Days 2,500 DISTRIBUTION (3) Marnell Corrao Associates (1) City of Carlsbad (1) Irv Bennett (1) Johnson & Nielsen Associates (1) Escondido Ready Mix SOUTHERN CALIFORNIA SOIL AND TESTING INC. FCB 71985 CITY OF CARLSBAD Building Department REVIEWED BY David J Akers, R C E #26315 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 62BO BIVERDALE STREET PO BOX 2OS27 SAN DIEGO CALIFORNIA 9312O (613)260-4321 165 WEST ORANGETHORPE PLACENTIA. CALIFORNIA 32670 (714)524-9130 74-B31 VELIE WAY PALM DESERT CALIFORNIA S226O (6 1 SJ 34S-1 O7B 67S ENTERPRISE STREET ESCONDIOO CALIFORNIA 92Q25 [613] 746-4544 REPORT OF COMPRESSION TESTS FILE NUMBER JOB ADDRESS OWNER ARCHITECT ENGINEER CONTRACTOR 8522002 La Costa Country Club DATE Janaury 15, 1985 )p CONCRETE D MORTAR Q GROUT n GUNITE a LOCATION IN STRUCTURE CEMENT ADMIXTURE SAND ROCK Footing pad on line 1 Type I/11 Pozz 344 Premix Premix MIX NO on PROPORTIONS 50-0038/4 8 sack TIME IN MIXER MINUTES 45 SLUMP INCHES 4? FABRICATED BY Mike TRUCK NO 260 TICKET NO 046719 LABORATORY NO MARK 4609 4610 4611 DATE MADE DATE RECEIVED DATE TESTED DIAMETER INCHES AREA SQ INCHES MAXIMUM LOAD LBS COMPRESSlVE STP PSI AGE TESTED DAYS REQ o PSI AT as DAYS UNIT WT/CU FT CPLASTICi 1-08-85 1-10-85 1-15-85 6 00 28 27 61,000 2,160 7 Days 2,500 Discarded 2-05-85 94,000 3,330 28 Days DISTRIBUTION (3) Marnell Corrao Associates (1) City of Carlsbad (1) Irv Bennett (1) Johnson & Nielsen Associates (1) SCS&T, Escondido FCB 71935 CITY OF CARLSBAD Building Department SOUTHERN CALIFORNIA SOIL AND TESTING, INC. REVIEWED BY David J Akers, R C E =26815 SOUTHERN CALIFORNIA SOIL. AND TESTING, INC. 62SQ RIVERDALE STREET PO BOX 20627 SAN DIEGO CALIFORNIA 92 1 SO (6 1 3] 2BO-432 1 165 WEST ORANGETHORPE PLACENTIA CALIFORNIA 3267O [~7 1 -4] 524-9 1 3D 74-B31 VELIE WAY PALM DESERT CALIFORNIA 322BO (6 1 3] 346- 1 O7B 67B ENTERPRISE STREET ESCONDIDO CALIFORNIA 32O25 (6 1 9] 74S-4544 REPORT OF COMPRESSION TESTS February 4, 19858522002 La Costa Clubhouse Addition 2001 Arnal Dr., Carlsbad FILE NUMBER JOB ADDRESS OWNER ARCHITECT ENGINEER CONTRACTOR MarneT| Corrao Associates CXCONCRETE D MORTAR D GROUT D GUNITE D LOCATION IN STRUCTURE CEMENT ADMIXTURE SAND ROCK MIX NO OR PROPORTIONS TIME IN MIXER MINUTES SLUMP INCHES FABRICATED BY Hicks Elevator pit bottom, column 1-B footing Portland II None Escondido Ready Mix-Vista Escondido Ready Mix-Vista 20-85 1 hr 5 mm 3*B50TRUCK NO TICKET NO 85431 LABORATORY NO MARK DATE MADE DATE RECEIVED DATE TESTED DIAMETER INCHES AREA SO INCHES MAXIMUM LOAD LBS caMpness'VE STP=> PSI AGE TESTED DAYS REQ D PSI AT 28 DAYS UNIT WT/CU FT (PLASTIC) 5466 1-28-85 1-29-85 2-04-85 6.00 28.27 71,000 2,510 1 Days 2,000 5467 5468 DISTBIBU TION (3) Marnell Corrao Associates (1) City of Carlsbad (1) Irv Bennett (1) Johnson & Nielsen Associates FEB 71935 CITY OF CARLSBAD Building Department SOUTHERN CALIFORNIA SOIL AND TESTING, INC. REVIEWED BY David J Akers, R C E T26815 SOUTHERN CALJFORNJA SOIL AND TESTING, IIMC. 62BO RIVERDALE STREET PO BOX 30627 SAN DIEGO CALIFORNIA 92 1 2O [613] 2E3O-4321 1 65 WEST ORANGETHQRPE PLACENTIA CALIFORNIA 3267Q [71 4] 524-3 1 3d "74-S31 VELIE WAY PALM DESERT CALIFORNIA 322SO (61 3] 346-1 O7B 678 ENTERPRISE STREET ESCONDIDO CALIFORNIA 32O2S (61 REPORT OF COMPRESSION TESTS FILE NUMBER 8522002 JQB La Costa Country Club ADDRESS OWNER ARCHITECT ENGINEER CONTRACTOR Marnel] corrao Associates °ATE Janaury 16, 1985 20001 Arnel WZMH Group £] CONCRETE D MOR TAR Q GROUT Q GUNI TE D LOCATION IN STRUCTURE CEMENT ADMIXTURE SAND ROCK MIX NO OR PROPORTIONS TIME IN MIXER MINUTES SLUMP INCHES FABRICATED BY Ml k Footing 1.9 @ A I/II Pozz Premix 50-0038/4 8 sack 4 TRUCK NO TICKET NO LABORATORY NO MARK 4670 4671 4672 DATE MADE OATE RECEIVED DATE TESTED DIAMETER INCHES AREA SO INCHES MAXIMUM LOAO LBS CQMPRESSlVE STR PSI AGE TESTED DAYS REQ D PSI AT SB DAYS UNIT WT/CU FT CPLASTIC) 1-09-85 1-11-85 1-16-85 6 00 28 27 56,500 2,000 7 Days 2,500 Discarded 2-06-85 91,000 3,220 28 Days DISTRIBUTION (3) (D (D (D (D (D Marnell Corrao Associates City of Carlsbad Irv Bennett Johnson & Nielsen Associates SCS&T, Escondido Premix RECEIVED FEB101935 CITY OF CARLSBAD Building Department SOUTHERN CALIFORNIA SOIL AND TESTING, INC. REVIEWED BY David J. Akers, R C E. #26815 SOUTHERN CALIFORNIA SOIL. AFNJO TESTING, INC. 62SO RIVERDALE STREET PO 30X20627 SAN DIEGO CALIFORNIA 9212O (6 1 9] 2EO-432 1 1S5 WEST ORANGETHORPE PLACENTIA CALIFORNIA 92S7O (71 4] 524-91 3D 74-B31 VELIE WAY PALM DESERT CALIFORNIA 9226O [61 3] 346-1 O7S 673 ENTERPRISE STREET ESCQNDIDO CALIFORNIA 32025 (613)746-4544 REPORT OF COMPRESSION TESTS February 6, 1985FILE NUMBER JOB ADDRESS OWNER ARCHITECT ENGINEER CONTRACTOR Marnell Corrao Associates 8522002 DATE La Costa Clubhouse Addition 2001 Arena! Dr , Carlsbad WZMH Group D CONCRETE D MORTAR $ GROUT a GUNI -. E D LOCATION IN STRUCTURE CEMENT ADMIXTURE SAND ROCK MIX NO OR PROPORTIONS TIME IN MIXER MINUTES SLUMP INCHES FABRICATED BY SCS&T Masonry wall Pozz Premix Premix 500017/6 sack 20 TRUCK NO 264 TICKET NO 84536 LABORATORY NO MARK 5582 5583 5584 DATE MADE DATE RECEIVED DATE TESTED DIAMETER INCHES AREA SQ INCHES MAXIMUM LOAD LBS COMPR ESSIVE STR PS I AGE TESTED DAYS REO D PSI AT aa DAYS UNIT WT/CU FT CPLASTICJ 1-30-85 1-31-85 2-06-85 9.00 20,000 2,220 7 Days 2,000 DISTRIBUTION (3) Marnell Corrao Associates (1) City of Carlsbad (1) Irv Bennett (1) Johnson & Nielsen Associates (1) SCS&T, Escondido RECEIVED FEB101995 CITY OF CARLSBAD Building Department SOUTHERN CALIFORNIA SOIL AND TESTING, INC. REVIEWED BY David J. AkeVs, R C.E. #?6815 SOUTHERN CALIFORNIA SOIL. AND TESTING, INC. 62BO PIVERQALE STREET PO BOX 2O627 SAN DIEGO CALIFORNIA 3212O [6 1 3] 23O-432 1 1S5 WEST ORANGETHORPE PLACENTIA CALIFORNIA 32670 [71 4] 524-31 3O 74-S31 VELIE WAY PALM DESERT CALIFORNIA 32260 (6 1 3] 346- 1 O7S 67B ENTERPRISE STREET ESCONDIOO CALIFORNIA 32O25 [619] REPORT OF COMPRESSION TESTS FILE NUMBER 8522002 DATE 0311311^21, 1985 JOB La Costa Country Club ADDRESS 2001 Arenal OWNER ARCHITECT ENGINEER CONTRACTOR Marnell Corrao Associates JC CONCRETE C3 MORTAR D GROUT G GUNl TE D LOCATION IN STRUCTURE CEMENT ADMIXTURE SAND ROCK MIX NO OR PROPORTIONS 50-0013/6.4 sack TIME IN MIXER MINUTES 1*30 SLUMP INCHES 4 FABRICATED BY Mike LoftOD TRUCK NO Column 15 @ B II Pozz Premix Premix 277 TICKET NO 79576 LABORATORY NO MARK 4794 4796 DATE MADE DATE RECEIVED DATE TESTED DIAMETER INCHES AREA SQ INCHES MAXIMUM LOAD LBS COMPFIESSIVE STR PSI AGE TESTED DAYS REQ D PSI AT SB DAYS UNIT WT/CU FT (PLASTIC) 1-14-85 1-15-85 1-21-85 6 00 28 27 115,000 4,070, 7 Day 5,00, (3) Marnel1 Corrao Associates (1) City of Carlsbad (1) Irv Bennett (1) Johnson & Nielsen Associates (1) Premix (1) SCS&T, Escondido RECEIVED FEB131985 CITY OF CARLSBAD Building Department SOUTHERN CALIFORNIA SOIL AND TESTING, INC. REVIEWED BY David J Akers, R C.E #26815 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 62SO RIVERDALE STREET PO SOX 2O627 SAN DIEGO CALIFORNIA 92 1 2O [619] 23O-432 1 165 WEST ORANGETHORPE PLACENTIA CALIFORNIA S267O (7 1 4] 524-9 1 3D 74-S31 VELIE WAY PALM DESERT CALIFORNIA 32260 (6 1 9] 346-1 O7B eye ENTERPRISE STREET ESCONOIDO CALIFORNIA 92025 (619] REPORT OF COMPRESSION TESTS DATE February 8, 1985FILE NUMBER JOB ADDRESS OWNER ARCHITECT ENGINEER CONTRACTOR 8522002 La Costa Country Club 2100 Costa Del Mar Marnel Corrao Associates (3 CONCRETE O MORTAR G GROUT D GUNITE a LOCATION IN STRUCTURE CEMENT ADMIXTURE SAND ROCK MIX NO OR PROPORTIONS TIME IN MIXER MINUTES SLUMP INCHES FABRICATED BY Elevator pit walls Portland II Pozz 344 Fenton - Carlsbad Fenton - Carlsbad 50-0013/6.4 sack 60 6 Jack Garrett TRUCK NO 246 TICKET NO 84582 LABORATORY NO MARK 5710 5711 5712 DATE MADE DATE RECEIVED DATE TESTED DIAMETER INCHES AREA SQ INCHES MAXIMUM LOAD LBS COMPRESSIVE STR PSI AGE TESTED DAYS REQ D PSI AT SB DAYS UNIT WT/CU FT CPLASTIC) 2-01-85 2-04-85 2-08-85 6 00 28.27 96,000 3,400 7 Days 4,000 DISTRIBUTION (3) (D (D (D (D Marnell Corrao Associates City of Carlsbad Irv Bennett Johnson & Nielsen Associates SCS&T, Escondido RECEIVED FEB101985 CITY OF CARLSBAD Building Department SOUTHERN CALIFORNIA SOIL AND TESTING INC. REVIEWED BY David J Akers, R.C.E. #26815 -/??• ESGIL CORPORATION naso CHESAPEAKE HR , srSAN DIKC.O, CA 0212:* (619) oW)-l KIH A " 0 / i /jux ^, JL ADDRESS /PATE "DINING //-; f f STRUCTURE ZONE SCHOOL FEES SAN DIEGUITO; CARLSBAD % COVERAGE •crc: ENCINITAS SAN MARCOS BUILDING HEIGHT_ FENCES/WALLS TWO CAR GARAGE REQUIRED SETBACKS] FRONT SIDF REAR UJ «co COMMENTS REDEVELOPMENT APPROVAL REQUIRED n ^ANDSCAPE °LAN COMMENTS ENVIRONMENTAL REQUIRED §f\ fMS^>L fcr*ir~>^*^'—" -? ADDITIONAL COMMENTS OK TO ISSUE OK TO FINAL DATE ***************************************************** ^ENGINEERING P.F F LEGAL DESCRIPTION VERIFIED"? PARK IN LIEU GRADING PERMIT DRAINAGE / // NGINEERING INSPECflO UBLIC ^'ORKS INSPECTOR [NAL OK THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS 'WEWAYS, CURB CUT, DRAINAGE,yCTC ) o 1200 ELM AVENUE CARLSBAD, CA 92008 1989 TELEPHONE (619M385523 C 3$7~/9 ARCHITECT OWNER OCCUPANCY ^' ' DSPRINKLERED D TENANT IMP Citp of Cartebafc FIRE DEPARTMENT PAGE 1 OF _£ PLAN CHECK REPORT APPROVED DISAPPROVED PLAN CHECKS ADDRESS * ?JS . ADDRESS .ADDRESS .CONST TOT ALSO FT / \ _ PHONE _ PHONE STORIES APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of floor plan(s), site plan, sheetsI "Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project Provide specifications for the following '__ Permits.are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halpn, CO2falarm'§1, hydrants) Plan must be approved by the fire department prior to installation 5 The business owner shall complete a building information letter and return it to the fire department FIRE PROTECTION SYSTEMS AND EQUIPMENT 6 The following fire protection systems are required n Automatic fire sprinklers (Design Criteria D Dry Chemical, Halon, CO2 (Location D Stand Pipes (Type D Fire Alarm (Type/Location _ Fye Extinguisher Requirements M One 2A rated ABC extinguisher for each -^ O OO extinguisher not to exceed 75 feet of travel D An extinguisher with a minimum rating of sq ft or portion thereof with a travel distance to the nearest _ to be located _ 9 .10 .12 .13 Other 8 Additional fire hydrant(s) shall be provided Exit doors shall be openable from EXITS the inside without the use of a key or any special knowledge or effort A sign stating, " This door to remain unlocked during business hours" shall be placed above the mam exit and doors ! 11 EXIT signs (6" x 3A" letters) shall be placed over all required exists and directional signs located as necessary to clearly indicate the location of exit doors GENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code Buildmg(s) not approved for high piled combustible stock Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids If high stock pil ing is to be done, comply with Uniform Fire Code, Article 81 .14 Additional Requirements .15 Comply with regulations on attached sheet(s)^. Plan *..-....,/ ,-rlied to arnhitfi^t >/' I Mfit with Attach to Plans\ STRUCTURAL CALCULATIONS for MOCK-UP UNIT LA COSTA HOTEL & SPA CARLSBAD, CA. WZMH GROUP CALIFORNIA INC. JOHNSON & NI&SEN ASSOC. CONSULTING STRUCTURAL ENGINEERS 2112' BUSINESS CNTR OR SUITE 140 IRVINE, CALIFORNIA 92715 17141752-7363 1u l^\1lOHM^OM fir MIFI ^xFTM A^t^OC" 1 ATF^ ^^ &— "C^ i i Nn^^^Jc *u 2112 BUSINESS CENTER r>p|VF SUITE 14O IRVINE CALIFORNIA 1 « i 927IS (714) 7S21 7383 r+£~, T^^TA JOB NO NS'Ss 2tf?l r Ut4lT Rv t^Kfe* *fi*\ i f\ inn 71 n.rr APR 1 8 1984 *!}•- s« 1 OF S L r » Mis!) * II? - <» I n IOWM*5<*"1W Ri Ml CTI CCTM A CC/"*»f~l A "TC*C ... \~f* *~* *Z^ K^ 2112 BUSINESS rpNTFR np,VF SUITE 14O IRVINE CALIFORNIA 927IS (714) 7B2 7383 JOR No Rv OATF SH 2- H S&' ~^0\ &fe OF T ^•i- k-i b) -3 1 I n JOHNSON consulting 2112 BUSINESS IRVINE 92715 & NIELSEN structural CENTER DRIVE ASSOCIA encin TFt SUITE 140 CALIFORNIA (714) 7S2 7383 LA <ZO&^/**e jOH MO N £>2? ' 2<S> 1 M^^-,L | |<3> Oi^tZ.1 |s-t.-»!^» L^tl BV t-^r*IS' DATE- SH ^ OF AT 3- n C3I A PA-lfc I p JOHNSON consulting & NIELSEN structural 2112 BUSINESS CENTER DRIVE IRVINE 92713 A e^f^f^f^ i A ftrtf? r^rx ^ " SUITE 1^10 CALIFORNIA (714) 7S2 7383 =TpAt jOB No (* 'f3 Bv ^ HATF -u 4 •IB>2> 2o| ^l^fe OF -141 JF |c I I I pu JOHNSC^ consulting 2112 BUSINES IRVINE 927IS a fuin-l OC"M A C^Of" 1 A "TF"^ S CENTER DRIVE SUITE I4O CALIFORNIA (714) 732 7383 LA ^c^r\ \^&z>k L>f JnR Nn N Rv C DATT SH £' ^ 2^| >K&> OF 44- K r a endre bartanyi aia end asscaatsrsN achteci ure bnd ponrsng enxjironmenfd design 1319 Stratford d del mar calif 766 6OO5 -J C 6X ^ /3 x ^^ " - /7 II EBERHART a STONE, INC. DAN R EBERHART. CEG GEOTECHNICAL CONSULTANTS GERALD L STONE RCE 2211 E WINSTON ROAD SUITE F • ANAHEIM CA 92806 • (714) 991 -0163 6353 EL CAMINO REAL SUITE C • CARLSBAD CA 92008 • (714) 438-9416 May 18, 1984 W,O, 1308 La Costa Hotel & Spa Costa Del Mar Road Carlsbad, California 92008 Attention Mr Les Vaughn Subject Foundation Recommendations for La Costa Life Style Center, La Costa Hotel & Spa, Carlsbad, California References Geologic and Seismic Investigation, La Costa Resort Expansion, Carlsbad, California, by Eberhart & Stone, Inc., dated April 24, 1984. Foundation Plans, La Costa Life Style Center, by Endre Bartanyi and Associates, dated May 10, 1984 Gentlemen Pursuant to your request of May 16, 1984, foundation recommendations are presented herein for the La Costa Life Style Center. Proposed Construction Plans indicate tfiat the existing Hacienda Building will be relocated to the employee parking lot north of the men's spa building and east of the heliport at the La Costa Resort. The existing pavement is proposed to be removed. No grading is proposed The building is a single-story wood-framed structure with raised wood floors The foundation system is indicated to consist of continuous perimeter strip footings with floors supported on interior isolated square pad footings A raised wood deck around the structure on the northeast and south is indicated to be supported by isolated square pad footings. A concrete patio slab is proposed adjacent the north side of the building. Subsurface Conditions Overall site subsurface geotechmcal conditions were discussed in the referenced report Subsurface conditions at Trench 5 of the referenced report are considered represent- ative of conditions at the location of the proposed Life Style Center building. Materials atTrench 5 consist of non-marine terrace deposits to a depth of at least 10 feet and are estimated to continue to a depth of about 25 feet The upper 2 feet con- sists of silty and clayey sand that is fine grained, dry to damp, loose to medium dense, and desiccated. Between 2 feet and 10 feet,materials consist of sand that is fine to very fine grained, damp, medium dense and slightly micaceous La Costa Hotel & Spa -2- VV O. 1308 Materials in the upper 2 feet are considered to have a potential expansion of Medium. Below 2 feet, materials are considered to have a potential expansion of Very Low Foundation Recommendations The following preliminary foundation recommendations have been developed for the Life Style Center. Based on the proposed building, recommended foundation construction, and anticipated light structural loading, post-construction settlement should be within generally accepted tolerable limits Bearing Value For preliminary design purposes,an allowable bearing value of 1500 pounds per square foot, based on a minimum width of 12 inches and a minimum depth of 12 inches into natural ground, may be used for continuous or square pad foundations This value may be increased by one-third in consideration of wind or seismic loadings of short duration. In designing to resist horizontal soil loadings, a lateral bearing resistance of 150pound per square foot, per foot of embedment,and a friction factor of 0 25 may be utilized for founda- tions embedded in native soil. Foundation Embedment The base of all continuous strip footings and square pad footings should be founded in the fine grained sand materials as encountered in Trench 5. These materials are anticipated to be encountered at a depth of about 2*i inches below grade All foundation excavations should be observed by the geotechnical consultant prior to placement of forms and reinforcing steel to confirm the anticipated bearing materials. Foundation Reinforcement Anticipated foundation bearing materials are considered to have a potential expansion of Very Low Reinforcement of foundations due to expansive soil conditions is not required. Due to seismic and overall site conditions, minimum reinforcement of foundations is recommended Continuous strip footings should be reinforced with at least two No. 4 bars, one placed near the top and one near the bottom. Square pad footings should be reinforced with at least three No H bars at 6 inches on center each way. Patio Slab The soils at pad grade for the proposed patio slab are considered to have a potential expansion of Medium. In consideration'of this condition, the following re- commendations are presented. Subgrade soils beneath the slab should be scarified to a depth of 6 inches to 12 inches, moisture-conditioned to 120% of optimum and com- oacted to 90% of the laboratory maximum density. Four inches of clean sand should be placed below the slab. The slab should be reinforced with 6-mch x 6-inch, #6 x #6 welded wire fabric To control cracking, the slab should be saw-cut or provided with expansive joints EBERHART & STONE, INC La Costa Hotel & Spa -3-W.O. 1308 SUMMARY The opinions and recommendations presented in this report are based upon site conditions as they existed at the time of this firm's investigation, and further assume that the exploratory trench is representative of subsurface conditions throughout the site Although not anticipated, materials adjacent and/or beneath those observed may have different characteristics This firm's opinions and recommen- dations are further based upon laboratory testing, experience with similar projects, and professional judgment No warranty is expressed nor implied. This report is subject to review by the controlling governmental body. Respectfully submitted, EBERHART & STONE, INC. >- fan R. Eberhart President CEC 965 and Gerald L. Stone Vice President RCE 32233 DRE GLS cas Enclosures Distribution (8) Addressee Site Plan Backhoe Trench Log EBERHART & STONE, INC. EBE^|ART& . _. M, GEOTECkNICAL CONSULTANTS /^ 2211 E. WIN*TON BOAD SUTE^ • A MHEIM C^^o^' __ - ' WO / PtATE / • La Costa Hotel & Spa W.O. 1308 LOG OF BACKHOE TRENCH TRENCH NO. uses SYMBOL DEPTH (feet)FIELD DESCRIPTION SM/SC 0-2 SP 2-10 TERRACE DEPOSITS Silty Sand/CIaye Sand, fine to medium grained, red- brown, dry to damp, desiccated, roots, porous. Sand, fine to very fine grained, gray to orange-brown, damp, medium dense, slightly micaceous, friable. Total Depth- 10 feet No Ground Water No Caving EBERHART & STONE, INC.Plate 2 PLAN FOR FIRE PROTECTION SERVICE Sheet J_of .JLSheets c •za.s!? <*?r <§t- 4 Vicinity M§p M&SBOD W.KU08 Telephone W9J 6-8-64 PROJECT DESCRIPTION Name MOO? Address. Legal Desc*. APPROVALS: COSTA REAL M. W. DISTRICT JACK V.OST. I* Address CARLSBAD FIRE-DEPARTMENT~ 1i"> i*^§&££ V G OAWW RICK ENGINEERING COMPANY PUNNING CONSULTANTSAND CIVIL EN6INEERS 3088 PIO PICO DR TELEPHONE • SUITE 202 • CARLSBAD, CA 92008 AREA CODE 714 • 729 4987 JOB NO 8902 LC<AL DESCRIPTION POM WATER EASEMENT LA COSTA HOTEL & SPA iY jw CHK'° JC DATE 5/21/84 SHEET lorl A parcel of land being a portion of the West half of the Northeast Quarter of Section 35, Township 12 South, Range 4 West, San Bernardino Meridian, in the County of San Diego, State of California, according to the official plat thereof, more particular described as follows: I A strip of land 10.00 feet in width, lying 5.00 feet on each side and parallel with the following described centerline: iCOMMENCING at an angle point on the centerline of that certain easement, in the Recorder's File No. 74-273988, recorded October 15, 1974, on file in the Office of the County Recorder of said County, said State, said angle point formed by the courses North 9°58'18" West 37.00 feet, North 38°00'42" West 20.00 feet; thence, leaving said angle point along said centerline South 38° 00'42" East 91.00 feet to the TRUE POINT OF BEGINNING; thence, leaving said centerline North 46°30'31" East 4.48 feet; thence, North 24°56'39" West 17.72 feet; thence, North 19e55'42(l East 42.62 feet; thence, South 68°48'41" East 28.13 feet; thence, North 20°47'40" East 13.00 feet to. the POINT OF TERMINUS. The sidelines of said easement shall be extended or shortened at right angles through the TRUE FOINT OF BEGINNING and at right angles through the POINT OF TERMINUS. -" ,. . --._. . - TITLE CO REPERENCE COMPANY ORDER NO DATE DESCRIPTION REVISIONS •Y DATE * .J*. s'~ * t. t I EBERHART ft STONE, INC.DAN R EBERHART CEG GEOTECHNICAL CONSULTANTS GERALD L 5TONE. RCE 2211 E WINSTON ROAD. SUITE F • ANAHEIM. CA 92806 • (714) 991 -0163 6353 EL CAMINO REAL. SUITE C • CARLSBAD CA 92008 • (714)438-9416 MASS GRADING GEOTECHNICAL REPORT HOTEL MOCK-UP BUILDING LA COSTA RESORT EXPANSION CARLSBAD, CALIFORNIA W.O. 1308 May 29, 1984 Prepared for La Costa Hotel & Spa Costa Del Mar Road Carlsbad, California 92008 La Costa W.O. 1308 TABLE OF CONTENTS TEXT REPORT ON GRADING Site Grading Page 1 Ground Preparation Fill Placement Soil Testing ' Page! Field Laboratory OPINIONS AND RECOMMENDATIONS Grading Pages Natural Ground Foundations Page 3 Bearing Value Foundation Guidelines Site Development Page 4 Foundation Excavations Slab Subgrade Trench Backfill Pad Drainage Maintenance Summary. Page 5 APPENDIX References Page A-1 Summary of Field and Laboratory Test Results. ,,,.. Table I Guidelines for Foundations Based On Soil Expansion Table II Plot Plan , , Plate 1 EBERHART ft STONE, INC. La Costa -1- WO. 1308 REPORT ON GRADING Presented herein is a review of the testing and observations provided by this firm during mass grading of the subject site. Grading was accomplished for the purpose of creating a building pad for the proposed hotel mock-up building. Opinions and recommendations relative to development of the site are also presented. SITE GRADING Mass grading under the purview of this report was accomplished by Mike Scott Grading Co. during the period of May 15 and 17, 1984. Ground Preparation Overexcavation of the upper 5i feet of existing soil was accomplished within the proposed building area, plus 5 feet beyond its perimeter. The overexcavated mat- erial was wasted offsite. The bottom of the excavation was observed to expose firm natural soil. Prior to receiving fill, the exposed ground surface was scarified to a depth of about 12 inches, moisture-conditioned as needed, and compacted to 90% or more of the lab- oratory maximum density. FIJI Placement Following preparation of the exposed ground surface, as described above, fill was placed in loose lifts restricted to about six inches in thickness. Each lift was moisture- conditioned as needed to obtain near-optimum conditions, then compacted to 90% or more of the laboratory maximum density. Compaction was accomplished by rolling with heavy rubber-tired earthmovmg equipment. Each lift was treated in a like manner un- til the desired rough grades were achieved, Fill placed onsite consisted of material imported from an offsite source. The approximate maximum depth of fill placed under the purview of this report is on the order of 5i feet. SOIL TESTING Field During the course of mass grading, field density tests were taken to determine compl- iance with the recommended standards. These tests were taken in accordance with ASTM standards for the sand cone and drive cylinder methods of density testing (ASTM D 1556 and D2937, respectively). Results of the field density testing are presented in Table I. During fill placement, field density tests were taken at the rate of about two feet in vertical height. A near-surface density test was also taken upon achievement of rough pad.grade. Approximate locations of the field density tests are shown on the accompanying plot plan. For comparison of field density tests to laboratory standards, visual and tactile identifications were made of the materials tested. EBERHART ft STONE, INC. La Costa -2- W.O. 1308 Laboratory Presented below are brief descriptions of laboratory tests performed on samples ob- tained during mass grading. Results of the laboratory testing are presented in Table I • Maximum Density/Optimum Moisture For the material considered representative of the major soil type placed as compacted fill, maximum density and optimum moisture content determinations were made in accordance with ASTM D1557-70. Potential Expansion A determination of potential soil expansion was made on a repre- sentative sample in accordance with ASCE Expansion Index Test (UBC Standard 29-2). Sulfate Content A determination of soluble sulfate content was made on a representa- tive sample in accordance with California Method of Test No. 417A. EBERHART & STONE, INC. La Costa -3- W.O. 1308 OPINIONS AND RECOMMENDATIONS Recommendations In this report are opinions based upon this firm's testing and observations performed during mass grading, previous geotechnical studies, and professional judgment. Opinions and recommendations are applicable to the grading performed and development proposed under the purview of this report, and should be incorporated into project design and construction practice. GRADING The geotechnical aspects of mass grading under the purview of this report are in compliance with this firm's recommendations and the various codes and /or regulations established by the governing authorities. The subject site, as-graded, is considered suitable for the proposed development. Natural Ground The prepared natural ground is considered suitable for support of the compacted fill and the proposed structure. FOUNDATIONS The following recommendations have been developed for the proposed two-unit, one- story hotel mock-up building. Slab-on-grade, wood-framed stucco and brick veneer construction is proposed, and is anticipated to yield light structural loading. Based upon the proposed construction and the anticipated light structural loading, post-construction settlement should be within generally accepted tolerable limits. Foundations for the structure should be embedded entirely within compacted fill. Based on soluble sulfate content of the onsite material, Type II cement should be uti- lized in concrete for foundations. The building should be designed to resist seismic forces in accordance with criteria con- tained in the 1982 Uniform Building Code for seismic zone 4. Bearing Value For design purposes, an allowable bearing value of 2,000 pounds per square foot, based on a footing width of 12 inches and an embedment of 12 inches into compacted fill, may be used for continuous footings or square pad foundations. This value is for dead load plus live load conditions and may be increased by one-third in consideration of wind or seismic loadings of short duration EBERHART & STONE, INC. La Costa > -4- W.O. 1308 In designing to resist horizontal soil loadings, a lateral bearing resistance of 200 pounds per square foot, per foot of embedment, and a friction factor of 0.3 may be utilized for foundations embedded in compacted fill. Foundation Guidelines The potential expansion of the near-surface material at rough grade on the subject building pad is Medium. Guidelines for foundations, based on soil expansion, are presented in Table II. Due to seismic and overall site conditions, concrete slabs should be tied to perimeter footings by the placement of No. 3 bars at 24 inches on center, bent from footings about three feet into the slab SITE DEVELOPMENT Foundation Excavations Foundation excavations should be observed by the geotechnical consultant prior to placement of forms, reinforcement, and concrete, so that foundation bearing materials may be compared with those upon which the guidelines in Table II are based. Excava- tions should be level, square, and free of loose material and debris prior to the place- ment of concrete. Slab Subgrade Where presaturation is recommended beneath interior slabs, the recommended moisture should penetrate to the depth of the perimeter footings. The moisture content should be .tested by the geotechnical consultant 24 hours prior to the placement of concrete. Trench Backfill Trench backfill consisting of onsite materials should be placed in horizontal lifts and mechanically compacted to 90% or more of the laboratory maximum density. For shallow trenches below slab areas, an alternative to backfilling with onsite materials would be to jet, in place, imported granular material having a sand equivalent of 30 orr more. Pad Drainage Maintenance Roof and pad drainage should be collected and directed away from proposed structures. As-graded drainage patterns and devices should be maintained to provide positive drain- age. Alteration . and/or obstruction of these may cause foundation distress. EBERHART & STONE, INC. La Costa -5-W.O. 1308 SUMMARY Testing and observations were provided, and opinions and recommendations were developed, in accordance with generally accepted engineering and geologic princi- ples and practices. No warranty is expressed nor implied. The presence of the geotechnical consultant at the site was to provide the developer with a continuing source of professional advice, opinions, and recommendations based upon testing and observations of the grading contractor's work, and did not include superintending nor supervision. This report is subject to review by the controlling governmental body. Respectfully submitted, EBERHART & STONE, INC and>an R. Eberhart President CEG 965 "•aid L. Stone Vice President RCE 32233 RJF.DRE.CLS-cas EBERHART ft STONE, INC. La Costa W.O. 1308 APPENDIX EBERHART ft STONE, INC. La Costa W,O. 1308 A-1 REFERENCES Site Plan - La Costa Resort Expansion, Mock-up Units, scale 1" = 20', by W.Z.M.H. Croup California, Inc., April 1984. Geologic and Seismic Investigation, La Costa Resort Expansion, Carlsbad, Cali- fornia, by Eberhart & Stone, Inc., dated April 24, 1984 (W.O. 1308). Ceotechnical Investigation, Hotel Mock-Up Building, La Costa Resort Expansion, Carlsbad, California, by Eberhart & Stone, Inc., dated May 1, 1984 (W.O. 1308). EBERHART ft STONE, INC. 00 tn W U4 tn §a o w a,o tn (Aou ,3 +1 W o >»WH . O.Jgou ."* i 2w ups Q iH H-tOy 1 1u Q Xo 1-4 ?? O wf"* Q W H0 55 H(O • WOHZ < < < < < * »- r- r- t- O »- r- r- »- O V... r- CM r- r- r- V•a (0L. O) «T CO CO fM r-1 ' ' ' 01 g O) O) 0) O) O)£ C C CC TO ^ ^ 'o H5 33333 CO CQ CO OCk CO aaaaa i i i i i "o "o i5 u ij ilill 00 00 00 00 001 1 1 1 1 1 1 1 1 1tn in in tn ino o o o o — IN «n ar tn 1 1a: i_ (/) LU r ^0H < OH O CO _J u.o o: 2 D (/I LU 2-r_ 52o5 555 3^ ^a.O viz LUa >. ScU 5 X ^s ^^(/)Otn ID zo oEoinUJo 0V} _J UJ -^ N» WH z 0 tnz a.0 X * IHJ *"" | — LU h-s 2 x S Q Z Zo f AVIz ^^Q. X LU H « 0? O UJ 5 <u. E J TJ "* i j CO C -J w *— \ *s\rT ^ cu % ^1 E ^ a. 1—.™*^ < 0 E3 12 Sfin o 0 o < 00s O O.XUl OuiZ </> Uj CO < iH 2 H oz 2 ttOu. tnutZ UlQ O !u CO M FOOTINGSui wSg§SB ut Q. ZUl oDC 2z u) Of u XH. H Ul Uo: 2z IU Of z Ul aUlm <§?si* 2 . 00BE 3 I tt> OIIS.I eooo « o i! s sCM CM XO .. o it 0) O EC £*ts s s0000 || a-S N?< in *• § 2 033 - O E 4tt X x5. . 0 >.re Z O ar • o !"£ it «N i- 0) O E C fe" 00 09 1. 0) .4-> S.0) O E C D.h 00 (N | O3 01 •a J.* in Sr M- E £033 o 1 - 2 o"! 03 s(O O • Z O . ow £ CM Eo fel »- IN r- . ** — r*• *J s (N CD 4) E u«a J_ Ou 4->c s om *. E 2033 — o 00 <3> 5 12-g.83 • UO •zo SC4 O £ w _ 5 g c»> • uo •Z O VC U9 O O ZS a1 <N It r<i T- a> , 4-1 *•0) O E'C 8.S a 11u E^ s 1}re4-> in £ rea <a 8 re O)rea O)c o 0) JC4-* O M 4> 4-> OZ 09 3 1? d 3« £« T» « — JO .2in 3 VI feuE?"re O 3 s J3 </>reeteuS..2 o <u*• m *•r- ?0 m T3 fO £ .re o II » re"8 w | O O «- S* •2-0C 4> 09 H O H 0z coi s soisiaended beneathfootings. Thehe placement ond Low expansithe placementsret;o0 Jll 2 01 •c %ft WM ° 0 •cc *• C re «• |3 0 c- «• §•0° ijlTJ 1- >- I01?acoin a» a) ffl J3 10 2"re ?Garage slabs should be placed separate from footings.cracking can be tolerated, provided that the slabs are£ 0)W JC<-•in JQ >« .JD j3 jaM _, re Lorovidtheater thancould be phree feet intogreiesnl tut2 2 « o ? S=S expantructM O)c -w S2 g*- .«SC M 0) Ol »-*• r- 0)o .E •Ma+J ««!a>a_ ws - E Ssi* uS-S£25ith aeterm00 a» / Density Limits o-f > ' £H I^TibJ6^ ' t WO EBERHART ft STONE.JNC. GEOTECHNICAL CONSULTANTS ail E. MANSION KMD SUtlEF • AHAHEM.CA 12806 /309 P/oT P/a* DATE 5 2<9-8+ PLATE / i' !! PROJECT MANUAL MAY 25, 1984 PROJECT 1896-06 MOCK-UP UNITS FOR THE LA COSTA RESORT HOTEL/SPA AND CONFERENCE CENTER RANCHO LA COSTA CARLSBAD, CALIFORNIA FOR LA COSTA HOTEL AND SPA OWNERS:La Costa Hotel and Spa 2100 Costa Del Mar Road Carlsbad, California 92008 ARCHITECTS:WZMH Group California, Inc. Architects and Planners 10100 Santa Monica Blvd., Suite 370 Los Angeles, California 90067 213/203-0991 STRUCTURAL ENGINEERS:Johnson & Nielsen Associates 2112 Business Center Dr., Suite 140 Irvine, California 92715 714/752-7383 MECHANICAL ENGINEERS:Tsuchiyama & Kaino 3300 Irvine Ave., Suite 200 Newport Beach, California 92660 714/540-1318 ELECTRICAL ENGINEERS:R. E. Wall & Associates 2842A Walnut Ave. Tustin, California 92680 714/544-2783 COST ESTIMATORS:Marnell Corrao Associates 4495 South Polaris Ave. Las Vegas, Nevada 89103 702/739-9413 TABLE OF CONTENTS Section Title CONDITIONS OF THE CONTRACT GC GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (AIA A201) 19 DIVISION 1 - GENERAL REQUIREMENTS 01010 01030 01040 01060 01075 01200 01300 01410 01500 01561 01605 01630 01700 01710 SUMMARY OF WORK 2 ALTERNATIVES 1 COORDINATION 4 REGULATORY REQUIREMENTS 1 DEFINITIONS, ABBREVIATIONS, AND REFERENCE STANDARDS 5 PROJECT MEETINGS 2 SUBMITTALS 7 TESTING LABORATORY SERVICES 3 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 7 CONSTRUCTION CLEANING 2 MATERIAL AND EQUIPMENT REQUIREMENTS 4 PRODUCT OPTIONS AND SUBSTITUTIONS 3 CONTRACT CLOSEOUT 7 FINAL CLEANING 2 DIVISION 2 - SITEWORK 02520 CONCRETE BLOCK PAVING DIVISION 3 - CONCRETE SEE DRAWINGS DIVISION 4 - MASONRY 04200 04435 04455 UNIT MASONRY CAST STONE MARBLE 3 2 3 DIVISION 5 - METALS 05500 METAL FABRICATIONS PROJECT 1896-06 (820-07)TOC-1 DIVISION 6 - WOOD AND PLASTIC 06100 06200 ROUGH CARPENTRY FINISH CARPENTRY 4 3 DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07111 07175 07192 07210 07321 07511 07600 07900 BITUMINOUS SHEET MEMBRANE WATERPROOFING WATER REPELLENT COATING VAPOR BARRIERS BUILDING INSULATION CLAY ROOFING TILES BUILT-UP ROOFING FLASHING AND SHEET METAL JOINT SEALERS 2 2 1 2 3 3 3 4 DIVISION 8 - DOORS AND WINDOWS 08210 08311 08610 08710 08811 WOOD DOORS 3 SLIDING GLASS DOORS 3 WOOD WINDOWS 2 FINISH HARDWARE (REQUIREMENTS TO BE DETERMINED) * MIRROR GLASS 2 DIVISION 9 - FINISHES 09200 09260 09310 09340 09900 LATHING AND PLASTER GYPSUM BOARD CERAMIC TILE PAVER TILE PAINTING 5 4 3 3 4 DIVISION 10 - SPECIALTIES 10195 GLASS SHOWER DOORS DIVISION 11 - 14 NOT USED DIVISION 15 - 16 SEE DRAWINGS PROJECT 1896-06 (820-07)TOC-2 SCHEDULES DOOR SCHEDULE 2 WINDOW SCHEDULE 1 ROOM FINISH SCHEDULE 1 END OF TABLE OF CONTENTS PROJECT 1896-06 (820-07) TOC-3 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A201 General Conditions of the Contract for Construction THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES, CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS MODIFICATION 1976 EDITION TABLE OF ARTICLES 1 CONTRACT DOCUMENTS 2 ARCHITECT 3 OWNER 4 CONTRACTOR 5 SUBCONTRACTORS 6 WORK BY OWNER OR BY SEPARATE CONTRACTORS 7 MISCELLANEOUS PROVISIONS 8 TIME 9 PAYMENTS AND COMPLETION 10 PROTECTION OF PERSONS AND PROPERTY 11 INSURANCE 12 CHANGES IN THE WORK 13 UNCOVERING AND CORRECTION OF WORK 14 TERMINATION OF THE CONTRACT This document has been approved and endorsed by The Associated General Contractors of America Copyright 1911 1915 1918 1925 19^7 1951 1958 1961 1963, 1966 1967 1970 © 1976 by The American Institute of Architects, 1735 New York Avenue N W Washington D C 20006 Reproduction of the material herein or substantial quotation of its pro- visions without permission of the AIA violates the copyright laws of the United States and will be subject to legal prosecution AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION . AUGUST 1976 AIA» • © 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS 1735 NEW YORK AVENUE N W WASHINGTON D C 20006 A201-1976 1 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A201 General Conditions of the Contract for Construction THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES, CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS MODIFICATION 1976 EDITION TABLE OF ARTICLES 1 CONTRACT DOCUMENTS 2 ARCHITECT 3 OWNER 4 CONTRACTOR 5 SUBCONTRACTORS 6 WORK BY OWNER OR BY SEPARATE CONTRACTORS 7 MISCELLANEOUS PROVISIONS 8 TIME 9 PAYMENTS AND COMPLETION 10 PROTECTION OF PERSONS AND PROPERTY 11 INSURANCE 12 CHANGES IN THE WORK 13 UNCOVERING AND CORRECTION OF WORK 14 TERMINATION OF THE CONTRACT This document has been approved and endorsed by The Associated General Contractors of America Copyright TJ11 1915 1918 1925 1917 1951 1958 1961 1963 1966 1967 1970 © 1976 by The American Institute of Architects, 1735 New York Avenue N W Washington, D C 20006 Reproduction of the material herein or substantial quotation of its pro- visions without permission of the AIA violates the copyright laws of the United States and will be subject to legal prosecution AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION « THIRTEENTH EDITION « AUGUST T976 AIA« • © 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS 1735 NEW YORK AVENUE N W WASHINGTON D C 20006 A201-1976 INDEX Acceptance of Defective or Non-Conforming Work 622,13.3 Acceptance of Work 955 981 991 993 Access to Work 225,621 Accident Prevention 224,10 Acts and Omissions 2 2 4, 4 18 3, 7 4, 7 6 2, 8 3 1,10 2 5 Additional Costs, Claims for 12 3 Administration of the Contract 2 2, 4 3 3 All Risk Insurance 1131 Allowances 4.8 Applications for Payment 2 2 6, 9 2, 9 3, 9 4, 953,961,982,991,993,1422 Approvals 2 2 14, 3 4, 4 3 3, 4 5, 412 4 through 412 6, 412 8, 418 3, 7 7, 9 3 2 Arbitration 227 through 2 2 13, 2 2 19, 6 2 5, 79,831,1137,1138 ARCHITECT 2 Architect, Definition of 21 Architect, Extent of Authority 2 2, 3 4, 4 12 8, 5 2, 6 3, 7 7 2, 81 3, 8 3 1, 9 2, 9 3 1, 9 4, 9 5 3, 9 6, 9 8, 9 9 1, 9 9 3, 12 11, 12 1 4,12 3 1,12 4 1,13 1,13 21,132 5,14 2 Architect, Limitations of Authority and Responsibility 222 through 2 2 4, 2 2 10 through 2 2 14, 2 2 17, 2 2 18, 4 3 3, 4 12 6, 5 2 1, 9 4 2, 9.5 4, 9 5 5, 12 4 Architect's Additional Services 3 4, 7 7 2, 13 2 1, 13 2 5, 14 2 2 Architect's Approvals 2 2 14, 3 4, 4 5, 4 12 6, 4 12 8, 418 3 Architect's Authority to Reject Work 2213, 45, 1312,132 Architect's Copyright 1 3 Architect's Decisions 227 through 2 2 13, 6 3, 7 7 2, 791,831,92,94,961,981,1214,1231 Architect's Inspections 2213, 2216, 981,991 Architect's Instructions 2 2 13, 2 2 15, 7 7 2, 12 4,13 1 Architect's Interpretations 227 through 2210, 1232 Architect's On-Site Observations 2 2 3, 2 2 5, 2 2 6, 2 2 17, 771,774,942,961,991 Architect's Project Representative 2217, 2218 Architect's Relationship with Contractor 11 2, 2 2 4, 2 2 5, 2 2 10, 2 2 13, 4 3 3, 4 5, 4 7 3, 4 12 6, 4 18, 1136 Architect s Relationship with Subcontractors 1 1 2, 2 2 13, 9 5 3, 9 5 4 Architect's Representations 942, 961, 991 Artistic Effect 123,2211,2212,791 Attorneys' Fees 4181, 6 2 5, 9 9 2 Award of Separate Contracts 611 Award of Subcontracts and Other Contracts for Portions of the Work 5 2 Bonds, Lien 992 Bonds, Performance, Labor and Material Payment 75, 993 Building Permit 4 7 Certificate of Substantial Completion 981 Certificates of Inspection, Testing or Approval 773 Certificates of Insurance 9 3 2, 111 4 Certificates for Payment 2 2 6, 2 2 16, 9 4, 9 5 1, 9 5 5, 9 6 1, 9 7 1, 9 8 2, 9 9 1, 9 9 3, 12 1 4, 14 2 2 Change Orders 1 1 1, 2 2 15, 3 4, 4 8 2 3, 5 2 3, 7 7 2, 8 3 1, 9 7, 9 9 3, 11 3 1, 11 3 5, 11 3 7, 121,1312,1325,1331 Change Orders, Definition of 12 11 CHANCES IN THE WORK 2215 4111 12 Claims for Additional Cost or Time 8 3 2, 8 3 3, 12 2 1, 12 3 Claims for Damages 6 1 1, 6 2 5, 7 4, 8 3, 9 6 1 1 Cleaning Up 415,63 Commencement of the Work, Conditions Relating to 321,42, ,622,75,92,1114,1134 812 4 7 1, 410, 5 2 1 Commencement of the Work, Definition of Communications 2 2 2, 3 2 6, 4 9 1, 416 Completion, Conditions Relating to 2 2 16, 4 11, 4 15, 9 4 2, 9 9, 13 2 2 COMPLETION, PAYMENTS AND 9 Completion, Substantial Compliance with Laws 2216,811,813,822,98,1322 13,211,46,47,413, 71, 77, 1022, 14 122Concealed Conditions Consent, ! Written 2 2 18, 4 14 2, 7 2, 7[6 2, 9 8 1, 9 9 2, 9 9 3, 11 3 9 Contract, Definition of 112 Contract Administration 22, 433 Contract Award and Execution, Com iitions Relating to 4 7 1, 4 1Q, 5 2, 7 5, 9 2, 11 1 4, 11 3 4 CONTRACT DOCUMENTS \ 1 Contract Documents, Copies Furnished and Use of Contract Documents, Definition of Contract Sum, Definition of Contract Termination Contract Time, Definition of CONTRACTOR Contractor, Definition of Contractor s Employees 432, 1 3, 3 2 5, 5 3 111 911 14 811 4 41,612 442, 481, 49, 418, 1021 through 10 2 4, 10 2 6, 10 3, 1111 Contractor's Liability Insurance 111 Contractor s Relationship with Separate Contractors and Owne|r s Forces 3 2 7, 6 Contractor s Relationship with j Subcontractors 1 2 4, p 2, 5 3, 9 5 2, 11 3 3, 11 3 6 Contractor s Relationship with the Architect 1 1 2, 2 2 4, 2 2 5, 2 2 10, 2 2 13, 4 3 3, jt 5, 4 7 3, 4 12 6, 4 18, 1136 Contractor s Representations Contractor s Responsibility for Those Performing the Work Contractor s Review of Contract Documents Contractors Right to Stop the Work 1 2 2, 4 5, 412 5, 9 3 3 Contractor s Right to Terminate the Contractor s Submittals 52: Contract 432, 418, 10 122, 42, 473 97 141 2214,410, 412, 521, 92,931,981,992,993 49, 1026 124, 224, 43, 44, 10 111 3 Contractor s Superintendent Contractor s Supervision and Construction Procedures Contractual Liability Insurance Coordination and • Correlation 1 2 2, 1 2 4, 4 3 1, 4 101, 4 12 5, 6 1 3, 6 2 1 Copies Furnished of Drawings and Specifications 1 3, 3 2 5, 5 3 Correction of Work J 3 3, 3 4, 10 2 5, 13 2 Cost, Definition of L 1214 Costs 34,482,4152 523,611 623,625,63,771, 7 7 2, 9 7,11 3 1,11 3 5,12 13121 4,12 3,13 1 2,13 2,14 Cutting and Patching of Work 414,6 2 Damage to the Work I 624,625,9615,981, Damages, Claims for Damages for Delay Day Definition of I 10212, 103,113,1326 ill 1, 625, 74, 834, 9612 j 611,834,97 814 2 A201-1976 AIA DOCUMENT AMI • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION « THIRTEENTH EDITION « AUGUST 1976 AIA« • © 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS 1735 NEW YORK AVENUE N W WASHINGTON D C 20006 Decisions of the Architect 229 through 2 2 12, 6 3, 7 7 2, 7 91, 8 3 1, 9 2, 9 4, 9 6 1, 9 81, 12 1 4,12 3 1, 14 21 Defective or Non-Conforming Work, Acceptance, Rejection and Correction of 2 2 3 2 2 13, 3 3, 3 4, 4 5, 6 2 2, 6 2 3, 961 1,9942,13 Definitions 11, 21, 3 1, 41, 4 12 1 through 4 12 3, 5 1, 61 2, 81, 91 1, 12 11, 121 4 Delays and Extensions of Time 8 3 Disputes 22 9, 2 2 12, 2 2 19, 6 2 5, 6 3, 7 9 1 Documents and Samples at the Site 411 Drawings and Specifications Use and Ownership of 1 1 1, 1 3, 3 2 5, 5 3 Emergencies 103 Employees, Contractor's 432, 44 2, 481,4 9, 418, 1021 through 1024, 1026, 103, 1111 Equipment, Labor, Materials and 1 1 3, 4 4, 4 5, 412, 413, 4 15 1, 6 2 1, 9 3 2, 9 3 3, 11 3, 13 2 2, 13 2 5, 14 Execution and Progress of the Work 1 1 3, 1 2 3, 2 2 3, 2 2 4, 2 2 8, 4 2, 4 4 1, 4 5, 6 2 2, 7 9 3, 8 2, 83, 961, 1023, 1024, 142 Execution, Correlation and Intent of the Contract Documents 12, 471 Extensions of Time 8 3, 12 1 Failure of Payment by Owner 9 7,14 1 Failure of Payment of Subcontractors 9 5 2, 9 6 1 3, 9 9 2,14 2 1 Final Completion and Final Payment 2212, 2216, 99, 1331 Financial Arrangements, Owner s 321 Fire and Extended Coverage Insurance 11 3 1 Governing Law 71 Guarantees (See Warranty and Warrantiesf 2 2 16, 4 5, 9 3 3, 9 81, 9 9 4,13 2 2 Indemnification 417, 418, 625, 992 Identification of Contract Documents 121 Identification of Subcontractors and Suppliers 521 Information and Services Required of the Owner 3 2,6, 9,11 2,11 3 Inspections 2 2 13, 2 2 16, 4 3 3, 7 7, 9 8 1, 9 9 1 Instructions to Bidders 1 1 1, 7 5 Instructions to the Contractor 2 2 2, 3 2 6, 4 8 1, 772, 12 1 2, 12 1 4 INSURANCE 981,11 Insurance, Contractor's Liability 111 Insurance, Loss of Use . 114 Insurance, Owner's Liability 11 2 Insurance, Property 11 3 Insurance, Stored Materials 932,1131 Insurance Companies, Consent to Partial Occupancy 11 3 9 Insurance Companies, Settlement With 11 38 Intent of the Contract Documents 1 2 3, 2 2 10,2 2 13, 2 2 14,12 4 Interest 7 8 Interpretations, Written 1 11, 2 2 7, 2 2 8, 2 2 10, 12 4 Labor and Materials, Equipment 113, 44, 45, 412, 413, 4 15 1, 6 2 1, 9 3 2, 9 3 3,11 3, 13 2 2,13 2 5,14 Labor and Material Payment Bond 7 5 Labor Disputes 831 Laws and Regulations 1 3, 2 1, 4 6, 4 7, 4 13, 71, 77, 1022, 14 Liens 933,992,9941 Limitations of Authority 222, 2217, 2218, 1138, 1241 Limitations of Liability 2 2 10, 2 2 13, 2 2 14, 3 3, 4 2, 4 7 3, 4126,417,4183,622, 762,942, 994, 995,1025,11 1 2, 11 36 Limitations of Time, General 2 2 8, 22 14, 3 2 4, 4 2, 4 7 3, 4 12 4, 4 15, 5 2 1, 5 2 3, 7 4, 7 7, 8 2, 9 5 2, 9 6, 9 8, 9 9,11 3 4,12 1 4,12 4,13 2 1,13 2 2,13 2 5 Limitations of Time, Specific 2 2 8, 2 2 12, 3 2 1, 3 4, 4 10, 5 3, 6 2 2, 7 9 2, 8 2, 8 3 2, 8 3 3, 9 2, 9 3 1, 9 41, 9 5 1, 9 7, 11 1 4,11 31,113 8,11 3 9,12 2,12 3,13 2 2, 1325, 1327, 141, 1421 Limitations, Statutes of , 7 9 2, 13 2 2, 13 2 7 Loss of Use Insurance 11 4 Materials, Labor, Equipment and 11 3, 4 4, 4 5, 4 12, 413, 4 15 1, 6 2 1, 9 3 2, 9 3 3, 11 3 1, 13 2 2, 13 2 5, 14 Materials Suppliers 412 1, 521, 933 Means, Methods, Techniques, Sequences and Procedures of Construction 224, 431, 942 Minor Changes in the Work 111,2215, 124 MISCELLANEOUS PROVISIONS 7 Modifications, Definition of 111 Modifications to the Contract 111,112, 222, 2218, 473, 793, 12 Mutual Responsibility 62 Non-Conforming Work, Acceptance of Defective or 13 3 1 Notice, Written 2 2 8, 2 2 12, 3 4, 4 2, 4 7 3, 4 7 4, 4 9, 4 12 6, 4 12 7, 4 17, 5 2 1, 7 3, 7 4, 7 7, 7 9 2, 81.2, 8 3 2, 8 3 3, 9 4 1, 9 6 1, 9 7, 9 9 1, 9 9 5,10 2 6,11 1 4, 11 3 1, 11 3 4, 11 3 5,11 3 7,11 3 8,12 2,12 3,13 2 2,13 2 5,14 Notices, Permits, Fees and 47,1022 Notice of Testing and Inspections 7 7 Notice to Proceed 812 Observations, Architect s On Site 223, 771,77 4,942 Observations, Contractors 122,421,473 Occupancy 813,955,1139 On-Site Inspections by the Architect 2 2 3, 2 2 16,9 4 2, 981,991 On-Site Observations by the Architect 2 2 3, 2 2 6,2 217, 771,774,942,961,991 Orders, Written 3 3,4 9,12 1 4,12 41,13 1 OWNER 3 Owner, Definition of 31 Owner, Information and Services Required of the 3 2, 61 3, 62,9,112,113 Owner s Authority 2 2 16, 4 8 1, 7 7 2, 9 3 1, 9 3 2, 981,1138,1212,1214 Owner's Financial Capability 321 Owner's Liability Insurance 11 2 Owner s Relationship with Subcontractors 1 1 2,9 5 4 Owner's Right to Carry Out the Work 3 4,13 2 4 Owner's Right to Clean Up 415 2, 6 3 Owner's Right to Perform Work and to Award Separate Contracts 61 Owners Right to Terminate the Contract 142 Owner's Right to Stop the Work 3 3 Ownership and Use of Documents 111,13,^25,523 Patching of Work, Cutting and 414,6 2 2 Patents, Royalties and 4171 Payment Bond, Labor and Material 7 5 Payment, Applications for 2 2 6, 9 2, 9 3, 9 4, 9 5 3, 961,982,991,993,1422 Payment, Certificates for 2 2 6, 2 2 16, 9 4, 9 5 1, 9 5 5, 9 61, 9 7 1, 9 8 2, 9 91, 9 9 3,12 1 4,14.2.2 AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 AIA« « © 1976 . THE AMERICAN INSTITUTE OF ARCHITECTS 173S NEW YORK AVENUE NW WASHINGTON DC 20006 A201-1976 Payment, Failure of 9 5 2,9 61 3,9 7, 9 9 2,14 Payment, Final 2212,2216,99,1331 Payments, Progress 7 8, 7 9 3, 9 5 5,9 8 2,9 9 3,12 1 4 PAYMENTS AND COMPLETION 9 Payments to Subcontractors 9 5 2, 9 5 3, 9 5 4, 9613, 11 33, 1421 Payments Withheld 96 Performance Bond and Labor and Material Payment Bond 7 5 Permits, Fees and Notices 323,47,413 PERSONS AND PROPERTY, PROTECTION OF 10 Product Data, Definition of 4 12 2 Product Data, Shop Drawings, Samples and 2 2 14,4 2 1,412 Progress and Completion 2 2 3, 7 9 3, 8 2 Progress Payments 7 8, 7 9 3, 9 5 5, 9 8 2,9 9 3,12 1 4 Progress Schedule 410 Project, Definition of 114 Project Representative 2217 Property Insurance 11 3 PROTECTION OF PERSONS AND PROPERTY 10 Regulations and Laws 1 3, 2 1 1, 4 6, 4 7,4 13, 7 1,10 2 2,14 Rejection of Work 2 2 13,4 5 1,13 2 Releases of Waivers and Liens 9 9 2,9 9 4 Representations 1 2 2, 4 5, 4 12 5,9 4 2, 9 6 1,9 9 1 Representatives 21,222,2217, 2218,31,41,49,51,933 Responsibility for Those Performing the Work 2 2 4,4 3 2, 61 3, 6 2, 9 81 Retamage 931,952 98 2,99 2, 993 Review of Contract Documents by the Contractor 1 2 2,4 2,4 7 3 Reviews of Contractor's Submittals by Owner and Architect 2 2 14, 410,412, 5 2 1,5 2 3,9 2 Rights and Remedies 1 1 2,2 2 12,2 2 13, 3 3, 3 4, 5 3,61, 6 3, 7 6, 7 9, 8 3 1,9 61,9 7,10 3,12 1 2,12 2,13 2 2,14 Royalties and Patents 417 Safety of Persons and Property 10 2 Safety Precautions and Programs 2 2 4,101 Samples, Definition of 4123 Samples, Shop Drawings, Product Data and 2 2 14, 4 2,412 Samples at the Site Documents and 411 Schedule of Values 9 2 Schedule, Progress 4 10 Separate Contracts and Contractors 4 14 2,6,11 3 6,13 1 2 Shop Drawings, Definition of 4121 Shop Drawings, Product Data and Samples 2214, 4 2,412 Site, Use of 413,621 Site Visits, Architect s 2 2 3, 2 2 5, 2 2 6, 2 2 17, 771,774, 942, 961,991 Site Inspections 1 2 2, 2 2 3,2 2 16, 7 7, 9 81,9 9 1 Special Inspection and Testing 2213,77 Specifications 111,124,13 Statutes of Limitations 7 9 2, 13 2 2, 13 2 7 Stopping the Work 3 3, 9 71,10 3,141 Stored Materials 621,932,10212,1131,1325 SUBCONTRACTORS Subcontractors, Definition of Subcontractors, Work by Subcontractual Relations Submittals Subrogation, Waiver of Substantial Completion 2216, Substantial Completion, Definition of Substitution of Subcontractors Substitution of the Architect Substitutions of Materials Sub subcontractors, Definition of Subsurface Conditions Successors and Assigns Supervision and Construction Procedures Superintendent, Contractor's Surety, Consent of Surveys Taxes Termination by the Contractor Termination by the Owner Termination of the Architect TERMINATION OF THE CONTRACT Tests Time Time, Definition of Time Delays and Extensions of Time Limits, Specific I 5 51 | 124,224,431,432 j 5.3 1 3,1,410,412,521,523,92, 931,981,992,993 1136 410, 53, 622, 792 81 1,81 3, 822, 98,1322 813 5 2 3,5 2 4 2219 45,1214 512 1221 72 1 2 4,2 2 4, 4 3,4 4,10 49,1026 9 9 2,9 9 3 322,4183 46 141 142 2219 14 2213,433,77,942 8 81 83,121,123,1327 228, 2212, 321, 34, 9 4 1, 9 5 1, 9 7,11 1 4,11 3 1,11 3 8,11 3 9, 122,123,1322 Title to Work UNCOVERING AND CORRECTION O 82,832,833,92,931, , 1325,1327,141,1421 9 3 2,9 3 3 F WORK 13 131 83,122 1213,1215 111,13,325,53 413,6 2 1 92 762, 832,995,11 36 762,994,1136,1141 992 2 2 16, 4l5, 9 3 3, 9 81, 9 9 4,13 2 2 831 113 Uncovering of Work Unforseen Conditions Unit Prices Use of Documents Use of Site Values, Schedule of Waiver of Claims by the Contractor Waiver of Claims by the Owner Waiver of Liens Warranty and Warranties Weather Delays Work, Definition of Work by Owner or by Separate Contractors 6 Written Consent 2 2 18,4 14 2, 7 2, 7 6 2, 9 81,9 9 3, 9 9 4 Written Interpretations 1 1 1,1 2 4,2 2 8,12 3 2 Written Notice 2 2 8, 2 2 12, 3 4J4 2,4 7 3, 4 7 4,4 9,412 6, 4127, 417, 521, 73, 74, 7 7,\ 7 92, 812, 832, 833, 941, 961, 97, 991, 995, 1026, 1114, 1131, 1134, 11 3 5, 11 3 7, 11 3 8, i(2 2, 12 3,13 2 2,13 2 5,14 Written Orders 33,49,1214,1241,131 A201-1976 AIA DOCUMENT AMI • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 AIA» • © 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS 1735 NEW YORK AVENUE N W WASHINGTON D C 20006 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 11 ARTICLE 1 CONTRACT DOCUMENTS DEFINITIONS 111 THE CONTRACT DOCUMENTS The Contract Documents consist of the Owner-Contrac- tor Agreement, the Conditions of the Contract (General, Supplementary and other Conditions), the Drawings, the Specifications, and all Addenda issued prior to and all Modifications issued after execution of the Contract A Modification is (1) a written amendment to the Contract signed by both parties, (2) a Change Order, (3) a written interpretation issued by the Architect pursuant to Sub- paragraph 2 2 8, or (4) a written order for a minor change m the Work issued by the Architect pursuant to Paragraph 124 The Contract Documents do not include Bidding Documents such as the Advertisement or Invitation to Bid, the Instructions to Bidders, sample forms, the Con- tractor's Bid or portions of Addenda relating to any of these, or any other documents, unless specifically enu- merated in the Owner-Contractor Agreement 112 THE CONTRACT The Contract Documents form the Contract for Construc- tion This Contract represents the entire and integrated agreement between the parties hereto and supersedes all prior negotiations, representations, or agreements, either written or oral The Contract may be amended or modified only by a Modification as defined in Subparagraph 111 The Contract Documents shall not be construed to create any contractual relationship of any kind between the Ar- chitect and the Contractor, but the Architect shall be entitled to performance of obligations intended for his benefit, and to enforcement thereof Nothing contained m the Contract Documents shall create any contractual relationship between the Owner or the Architect and any Subcontractor or Sub-subcontractor 113 THE WORK The Work comprises the completed construction required by the Contract Documents and includes all labor neces- sary to produce such construction, and all materials and equipment incorporated or to be incorporated in such construction 114 THE PROJECT The Project is the total construction of which the Work performed under the Contract Documents may be the whole or a part 1 2 EXECUTION, CORRELATION AND INTENT 121 The Contract Documents shall be signed in not less than triplicate by the Owner and Contractor If either the Owner or the Contractor or both do not sign the Condi- tions of the Contract, Drawings, Specifications, or any of the other Contract Documents, the Architect shall iden- tify such Documents 1 2 2 By executing the Contract, the Contractor represents that he has visited the site, familiarized himself with the local conditions under which the Work is to be per- formed, and correlated his observations with the require- ments of the Contract Documents 123 The intent of the Contract Documents is to include all items necessary for the proper execution and comple- tion of the Work The Contract Documents are comple- mentary, and what is required by any one shall be as binding as if required by all Work not covered in the Con- tract Documents will not be required unless it is consistent therewith and is reasonably inferable therefrom as being necessary to produce the intended results Words and ab- breviations which have well-known technical or trade meanings are used m the Contract Documents in accord- ance with such recognized meanings 124 The organization of the Specifications into divisions, sections and articles, and the arrangement of Drawings shall not control the Contractor m dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade 1 3 OWNERSHIP AND USE OF DOCUMENTS 131 All Drawings, Specifications and copies thereof furnished by the Architect are and shall remain his prop- erty They are to be used only with respect to this Project and are not to be used on any other project With the exception of one contract set for each party to the Con- tract, such documents are to be returned or suitably accounted for to the Architect on request at the comple- tion of the Work Submission or distribution to meet offi- cial regulatory requirements or for other purposes in connection with the Project is not to be construed as publication m derogation of the Architect's common law copyright or other reserved rights ARTICLE 2 ARCHITECT 21 DEFINITION 211 The Architect is the person lawfully licensed to practice architecture, or an entity lawfully practicing architecture identified as such in the Owner-Contractor Agreement, and is referred to throughout the Contract Documents as if singular m number and masculine in gender The term Architect means the Architect or his authorized representative 2 2 ADMINISTRATION OF THE CONTRACT 221 The Architect will provide administration of the Contract as hereinafter described 222 The Architect will be the Owner's representative during construction and until final payment is due The Architect will advise and consult with the Owner The Owner's instructions to the Contractor shall be forwarded AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 AIA« « © 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS 1735 NEW YORK AVENUE N W WASHINGTON D C 20006 A201-1976 through the Architect The Architect will have authority to act on behalf of the Owner only to the extent provided m the Contract Documents, unless otherwise modified by written instrument in accordance with Subparagraph 2218 223 The Architect will visit the site at intervals appro- priate to the stage of construction to familiarize himself generally with the progress and quality of the Work and to determine in general if the Work is proceeding in ac- cordance with the Contract Documents However, the Architect will not be required to make exhaustive or con- tinuous on-site inspections to check the quality or quan- tity of the Work On the basis of his on-site observations as an architect, he wiH keep the Owner informed of the progress of the Work, and will endeavor to guard the Owner against defects and deficiencies m the Work of the Contractor 2 2.4 The Architect will not be responsible for and will not have control or charge of construction means, meth- ods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work, and he will not be responsible for the Contractor's failure to carry out the Work in accordance with the Contract Documents The Architect will not be responsible for or have control or charge over the acts or omissions of the Contractor, Subcontractors, or any of their agents or em- ployees, or any other persons performing any of the Work 225 The Architect shall at all times have access to the Work wherever it is m preparation and progress The Contractor shall provide facilities for such access so the Architect may perform his functions under the Contract Documents 226 Based on the Architect's observations and an evalu- ation of the Contractor's Applications for Payment, the Architect will determine the amounts owing to the Con- tractor and will issue Certificates for Payment m such amounts, as provided in Paragraph 9 4 227 The Architect will be the interpreter of the require- ments of the Contract Documents and the judge of the performance thereunder by both the Owner and Con- tractor 228 The Architect will render interpretations necessary for the proper execution or progress of the Work, with reasonable promptness and in accordance with any time limit agreed upon Either party to the Contract may make written request to the Architect for such interpretations 229 Claims, disputes and other matters in question be- tween the Contractor and the Owner relating to the exe- cution or progress of the Work or the interpretation of the Contract Documents shall be referred initially to the Architect for decision which he will render in writing within a reasonable time 2.210 All interpretations and decisions of the Architect shall be consistent with the intent of and reasonably in- ferable from the Contract Documents and will be in writ- ing or m the form of drawings In his capacity as inter- preter and judge, he will endeavor to secure faithful per- formance by both the Owner and the Contractor, will not I show partiality to either, and will not be liable for the result of any interpretation or decision rendered in good faith m such capacity ! 2 211 The Architect's decisions in matters relating to artistic effect will be final if consistent with the intent of the Contract Documents I 2 2 12 Any claim, dispute or between the Contractor and Architect, except those relating to artistic effect as pro- vided m Subparagraph 2211 alnd except those which have been waived by the making ment as provided m Subparaglraphs 994 and 995, shall be subject to arbitration upon ther party However, no deman J for arbitration of any such claim, dispute or other matt earlier of (1) the date on which a written decision, or (2) the other matter in question he Owner referred to the r acceptance of final pay- the written demand of ei- r may be made until the the Architect has rendered jtenth day after the parties have presented their evidence) to the Architect or have been given a reasonable opportunity to do so, if the Architect has not rendered hi; written decision by that date When such a written decision of the Architect states (1) that the decision is final tut subject to appeal, and (2) that any demand for arbitration of a claim, dispute or other matter covered by suet decision must be made within thirty days after the date on which the party mak- ing the demand receives the written decision, failure to demand arbitration within said thirty days' period will re- sult in the Architect's decision becoming final and binding upon the Owner and the Contractor If the Architect renders a decision after arbitration proceedings have been initiated, such decision may be1 entered as evidence but will not supersede any arbitration proceedings unless the decision is acceptable to all parities concerned 2213 The Architect will have [authority to reject Work which does not conform to tjhe Contract Documents Whenever, in his opinion, he considers it necessary or advisable for the implementation of the intent of the Contract Documents, he will pave authority to require special inspection or testing of'the Work m accordance with Subparagraph 7 7.2 whether or not such Work be then fabricated, installed or completed However, neither the Architect's authority to act under this Subparagraph 2213, nor any decision made by him in good faith either to exercise or not to exercise such authority, shall give rise to any duty or responsibility of the Architect to the Contractor, any Subcontractor, j any of their agents or employees, or any other persorji performing any of the Work i 2 214 The Architect will review and approve or take other appropriate action upon Contractor's submittals such as Shop Drawings, Product) Data and Samples, but only for conformance with the! design concept of the Work and with the informatiori given in the Contract Documents Such action shall bfe taken with reasonable promptness so as to cause no d£lay The Architect's ap- proval of a specific item shall rot indicate approval of an assembly of which the item is a component 2 2 15 The Architect will prepari Change Orders in ac- cordance with Article 12, and will have authority to order minor changes in the Work as provided m Subparagraph 1241 6 A201-1976 AIA DOCUMENT AMI • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION » AUGUST 1976 AIA« • © 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS 1735 NEW YORK AVENUE N W WASHINGTON D C 26006 2.216 The Architect will conduct inspections to deter- mine the dates of Substantial Completion and final com- pletion, will receive and forward to the Owner for the Owner's review written warranties and related documents required by the Contract and assembled by the Contrac- tor, and will issue a final Certificate for Payment upon compliance with the requirements of Paragraph 9 9 2217 If the Owner and Architect agree, the Architect will provide one or more Project Representatives to assist the Architect in carrying out his responsibilities at the site The duties, responsibilities and limitations of authority of any such Project Representative shall be as set forth in an exhibit to be incorporated in the Contract Documents 2 218 The duties, responsibilities and limitations of au- thority of the Architect as the Owner's representative dur- ing construction as set forth in the Contract Documents will not be modified or extended without written con- sent of the Owner, the Contractor and the Architect 2 219 In case of the termination of the employment of the Architect, the Owner shall appoint an architect against whom the Contractor makes no reasonable objec- tion whose status under the Contract Documents shall be that of the former architect Any dispute in connection with such appointment shall be subject to arbitration ARTICLE 3 OWNER 31 DEFINITION 311 The Owner is the person or entity identified as such in the Owner-Contractor Agreement and is referred to throughout the Contract Documents as if singular in num- ber and masculine in gender The term Owner means the Owner or his authorized representative 3 2 INFORMATION AND SERVICES REQUIRED OF THE OWNER 321 The Owner shall, at the request of the Contractor, at the time of execution of the Owner-Contractor Agree- ment, furnish to the Contractor reasonable evidence that he has made financial arrangements to fulfill his obliga- tions under the Contract Unless such reasonable evi- dence is furnished, the Contractor is not required to execute the Owner-Contractor Agreement or to com- mence the Work 3 2,2 The Owner shall furnish all surveys describing the physical characteristics, legal limitations and utility loca- tions for the site of the Project, and a legal description of the site 323 Except as provided in Subparagraph 471, the Owner shall secure and pay for necessary approvals, ease- ments, assessments and charges required for the construc- tion, use or occupancy of permanent structures or for per- manent changes in existing facilities 324 Information or services under the Owner's control shall be furnished by the Owner with reasonable prompt- ness to avoid delay in the orderly progress of the Work 325 Unless otherwise provided in the Contract Docu- ments, the Contractor will be furnished, free of charge, all copies of Drawings and Specifications reasonably nec- essary for the execution of the Work 326 The Owner shall forward all instructions to the Contractor through the Architect 327 The foregoing are in addition to other duties and responsibilities of the Owner enumerated herein and especially those in respect to Work by Owner or by Separate Contractors, Payments and Completion, and In- surance in Articles 6, 9 and 11 respectively 3 3 OWNER'S RIGHT TO STOP THE WORK 3 31 If the Contractor fails to correct defective Work as required by Paragraph 132 or persistently fails to carry out the Work in accordance with the Contract Docu- ments, the Owner, by a written order signed personally or by an agent specifically so empowered by the Owner in writing, may order the Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated, however, this right of the Owner to stop the Work shall not give rise to any duty on the part of the Owner to exercise this right for the benefit of the Contractor or any other person or entity, except to the extent required by Subparagraph 613 3 4 OWNER'S RIGHT TO CARRY OUT THE WORK 3 41 If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within seven days after receipt of written notice from the Owner to commence and continue correction of such default or neglect with diligence and promptness, the Owner may, after seven days following receipt by the Contractor of an additional written notice and without prejudice to any other remedy he may have, make good such deficiencies In such case an appropriate Change Order shall be issued deducting from the payments then or thereafter due the Contractor the cost of correcting such deficiencies, including compensation for the Archi- tect's additional services made necessary by such default, neglect or failure Such action by the Owner and the amount charged to the Contractor are both subject to the prior approval of the Architect If the payments then or thereafter due the Contractor are not sufficient to cover such amount the Contractor shall pay the difference to the Owner ARTICLE 4 CONTRACTOR 41 DEFINITION 411 The Contractor is the person or entity identified as such in the Owner-Contractor Agreement and is referred to throughout the Contract Documents as if singular in number and masculine m gender The term Contractor means the Contractor or his authorized representative 4 2 REVIEW OF CONTRACT DOCUMENTS 421 The Contractor shall carefully study and compare the Contract Documents and shall at once report to the Architect any error inconsistency or omission he may dis- cover The Contractor shall not be liable to the Owner or AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION « THIRTEENTH EDITION • AUGUST 1976 AIA« • © 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS 1735 NEW YORK AVENUE N W WASHINGTON D C 20006 A201-1976 7 the Architect for any damage resulting from any such errors, inconsistencies or omissions in the Contract Docu- ments The Contractor shall perform no portion of the Work at any time without Contract Documents or, where required, approved Shop Drawings, Product Data or Samples for such portion of the Work 43 SUPERVISION AND CONSTRUCTION PROCEDURES 431 The Contractor shall supervise and direct the Work, using his best skill and attention He shall be solely re- sponsible for all construction means, methods, tech- niques, sequences and procedures and for coordinating all portions of the Work under the Contract 432 The Contractor shall be responsible to the Owner for the acts and omissions of his employees, Subcontrac- tors and their agents and employees, and other persons performing any of the Work under a contract with the Contractor 433 The Contractor shall not be relieved from his obli- gations to perform the Work in accordance with the Contract Documents either by the activities or duties of the Architect in his administration of the Contract, or by inspections, tests or approvals required or performed un- der Paragraph 7 7 by persons other than the Contractor 44 LABOR AND MATERIALS 441 Unless otherwise provided in the Contract Docu- ments, the Contractor shall provide and pay for all labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for the proper execution and completion of the Work, whether temporary or per- manent and whether or not incorporated or to be incor- porated in the Work 442 The Contractor shall at all times enforce strict dis- cipline and good order among his employees and shall not employ on the Work any unfit person or anyone not skilled in the task assigned to him 4 5 WARRANTY 451 The Contractor warrants to the Owner and the Architect that all materials and equipment furnished under this Contract will be new unless otherwise speci- fied, and that all Work will be of good quality, free from faults and defects and in conformance with the Contract Documents All Work not conforming to these require- ments, including substitutions not properly approved and authorized, may be considered defective If required by the Architect, the Contractor shall furnish satisfactory evi- dence as to the kind and quality of materials and equip- ment This warranty is not limited by the provisions of Paragraph 13 2 4 6 TAXES 461 The Contractor shall pay all sales, consumer, use and other similar taxes for the Work or portions thereof provided by the Contractor which are legally enacted at the time bids are received, whether or not yet effective 4 7 PERMITS, FEES AND NOTICES 471 Unless otherwise provided in the Contract Docu- fees, licenses and inspections necessary for the proper execution and completion of this Work which are custom- arily secured after execution 01 are legally required at the time the Contract and which the bids are received 472 The Contractor shall give all notices and comply with all laws, ordinances, rules, [regulations and lawful or- ders of any public authority bearing on the performance of the Work | 473 It is not the responsibili make certain that the Contract ance with applicable laws, statutes regulations If the Contractor < Contract Documents are at van spect, he shall promptly notify and any necessary changes shal propnate Modification 474 If the Contractor performs any Work knowing it to be contrary to such laws, ordirances, rules and regula- tions, and without such notice to the Architect, he shall ty of the Contractor to Ipocuments are in accord- building codes and bserves that any of the ince therewith in any re- the Architect in writing, be accomplished by ap- assume full responsibility therefc attributable thereto r and shall bear all costs 4 8 ALLOWANCES 481 The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents Items covered by these allowances shall be supplied for such amounts and by such persons a; the Owner may direct, but the Contractor will not be required to employ persons against whom he makes a reasonable objection 482 Unless otherwise providec in the Contract Docu- ments 1 these allowances shall covjer the cost to the Con- tractor, less any applicable trade discount, of the materials and equipment required by the allowance delivered at the site, and al applicable taxes, 2 the Contractor's costs for unloading and handling on the site, labor, installation costs, overhead, prof- it and other expenses contemplated for the original allowance shall be included in the Contract Sum and not in the allowance, I 3 whenever the cost is more than or less than the allowance, the Contract Sum shall be adjusted ac- cordingly by Change Order, the amount of which will recognize changes, if any, in handling costs on the site, labor, installation j costs, overhead, profit and other expenses 4 9 SUPERINTENDENT 491 The Contractor shall emplo^ a competent superin- tendent and necessary assistants who shall be in attend- ance at the Project site during the progress of the Work The superintendent shall represent the Contractor and all communications given to the superintendent shall be as binding as if given to the Contractor Important commu- nications shall be confirmed in waiting Other communi- cations shall be so confirmed on written request in each case ! 410 PROGRESS SCHEDULE i 4 10 1 The Contractor, immediately after being awarded ments, the Contractor shall secure and pay for the build- the Contract, shall prepare and submit for the Owner's mg permit and for all other permits and governmental and Architect's information an estimated progress sched- 8 A201-1976 EENAIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 AIA« « © 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS 1735 NEW YORK AVENUE N VV WASHINGTON D C 20006 I ule for the Work The progress schedule shall be related to the entire Project to the extent required by the Con- tract Documents, and shall provide for expeditious and practicable execution of the Work 411 DOCUMENTS AND SAMPLES AT THE SITE 4111 The Contractor shall maintain at the site for the Owner one record copy of all Drawings, Specifications, Addenda, Change Orders and other Modifications, in good order and marked currently to record all changes made during construction, and approved Shop Drawings, Product Data and Samples These shall be available to the Architect and shall be delivered to him for the Owner upon completion of the Work 412 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 4121 Shop Drawings are drawings, diagrams, schedules and other data specially prepared for the Work by the Contractor or any Subcontractor, manufacturer, supplier or distributor to illustrate some portion of the Work 4122 Product Data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other information furnished by the Contractor to illustrate a material, product or system for some portion of the Work 4123 Samples are physical examples which illustrate materials, equipment or workmanship and establish standards by which the Work will be judged 4124 The Contractor shall review, approve and submit, with reasonable promptness and in such sequence as to cause no delay in the Work or in the work of the Owner or any separate contractor, all Shop Drawings, Product Data and Samples required by the Contract Documents 4125 By approving and submitting Shop Drawings, Product Data and Samples, the Contractor represents that he has determined and verified all materials, field meas- urements, and field construction criteria related thereto, or will do so, and that he has checked and coordinated the information contained within such submittals with the requirements of the Work and of the Contract Docu- ments 4126 The Contractor shall not be relieved of responsi- bility for any deviation from the requirements of the Contract Documents by the Architect's approval of Shop Drawings, Product Data or Samples under Subparagraph 2214 unless the Contractor has specifically informed the Architect in writing of such deviation at the time of sub- mission and the Architect has given written approval to the specific deviation The Contractor shall not be relieved from responsibility for errors or omissions in the Shop Drawings, Product Data or Samples by the Architect's approval thereof 4127 The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Data or Samples, to revisions other than those requested by the Architect on previous submittals 4 128 No portion of the Work requiring submission of a Shop Drawing, Product Data or Sample shall be com- menced until the submittal has been approved by the Architect as provided in Subparagraph 2214 All such portions of the Work shall be in accordance with ap- proved submittals 413 USE OF SITE 4131 The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits and the Contract Documents and shall not unreasonably encum- ber the site with any materials or equipment 4 14 CUTTING AND PATCHING OF WORK 4141 The Contractor shall be responsible for all cutting, fitting or patching that may be required to complete the Work or to make its several parts fit together properly 414 2 The Contractor shall not damage or endanger any portion of the Work or the work of the Owner or any separate contractors by cutting, patching or otherwise altering any work, or by excavation The Contractor shall not cut or otherwise alter the work of the Owner or any separate contractor except with the written consent of the Owner and of such separate contractor The Contractor shall not unreasonably withhold from the Owner or any separate contractor his consent to cutting or otherwise altering the Work 415 CLEANING UP 4151 The Contractor at all times shall keep the premises free from accumulation of waste materials or rubbish caused by his operations At the completion of the Work he shall remove all his waste materials and rubbish from and about the Project as well as all his tools, construc- tion equipment, machinery and surplus materials 4152 If the Contractor fails to clean up at the comple- tion of the Work, the Owner may do so as provided in Paragraph 3 4 and the cost thereof shall be charged to the Contractor 416 COMMUNICATIONS 4161 The Contractor shall forward all communications to the Owner through the Architect 417 ROYALTIES AND PATENTS 4171 The Contractor shall pay all royalties and license fees He shall defend all suits or claims for infringement of any patent rights and shall save the Owner harmless from loss on account thereof, except that the Owner shall be responsible for all such loss when a particular design, process or the product of a particular manufacturer or manufacturers is specified, but if the Contractor has rea- son to believe that the design, process or product speci- fied is an infringement of a patent, he shall be responsible for such loss unless he promptly gives such information to the Architect 418 INDEMNIFICATION 4181 To the fullest extent permitted by law, the Con- tractor shall indemnify and hold harmless the Owner and the Architect and their agents and employees from and against all claims, damages, losses and expenses, including but not limited to attorneys' fees, arising out of or result- ing from the performance of the Work, provided that any such claim, damage, loss or expense (1) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself) including the loss of use resulting therefrom, AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 . © 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS 1735 NEW YORK AVENUE N W WASHINGTON D C 20006 A201-1976 9 and <2) is caused in whole or in part by any negligent act or omission of the Contractor, any Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder Such obligation shall not be construed to ne- gate, abridge, or otherwise reduce any other right or obli- gation of indemnity which would otherwise exist as to any party or person described in this Paragraph 418 4182 In any and all claims against the Owner or the Architect or any of their agents or employees by any employee of the Contractor, any Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, the indemnifi- cation obligation under this Paragraph 418 shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor or any Subcontractor under workers' or workmen's compensation acts, disability benefit acts or other employee benefit acts 418 3 The obligations of the Contractor under this Para- graph 418 shall not extend to the liability of the Archi- tect, his agents or employees, arising out of (1) the prepa- ration or approval of maps, drawings, opinions, reports surveys, change orders, designs or specifications, or (2) the giving of or the failure to give directions or instruc- tions by the Architect, his agents or employees provided such giving or failure to give is the primary cause of the injury or damage ARTICLE 5 SUBCONTRACTORS 51 DEFINITION 511 A Subcontractor is a person or entity who has a di- rect contract with the Contractor to perform any of the Work at the site The term Subcontractor is referred to throughout the Contract Documents as if singular in num- ber and masculine in gender and means a Subcontractor or his authorized representative The term Subcontractor does not include any separate contractor or his subcon- tractors 51 2 A Sub-subcontractor is a person Or entity who has a direct or indirect contract with a Subcontractor to per- form any of the Work at the site The term Sub-subcon- tractor is referred to throughout the Contract Documents as if singular m number and masculine m gender and means a Sub-subcontractor or an authorized representa- tive thereof 5 2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK 521 Unless otherwise required by the Contract Docu- ments or the Bidding Documents, the Contractor, as soon as practicable after the award of the Contract, shall fur- nish to-the Owner and the Architect in writing the names of the persons or entities (including those who are to fur- nish materials or equipment fabricated to a special design) proposed for each of the principal portions of the Work The Architect will promptly reply to the Contractor in writing stating whether or not the Owner or the Architect, after due investigation, has reasonable objection to any such proposed person or entity Failure of the Owner or Architect to reply promptly shall constitute notice of no reasonable objection 522 The Contractor shall not proposed person or entity to v contract with any such horn the Owner or the Architect has made reasonable ojjection under the provi- sions of Subparagraph 521 The Contractor shall not be required to contract with anyon^ to whom he has a rea- sonable objection ' 5 2 3 If the Owner or the Architect has reasonable objec- tion to any such proposed person or entity, the Contrac- tor shall submit a substitute to whom the Owner or the Architect has no reasonable objection, and the Contract Sum shall be increased or decre; sed by the difference m cost occasioned by such substiti tion and an appropriate Change Order shall be issued, however, no increase m the Contract Sum shall be allowed for any such substitu- tion unless the Contractor has acted promptly and re- sponsively in submitting names as required by Subpara- graph 521 i 524 The Contractor shall make no substitution for any Subcontractor, person or entity previously selected if the Owner or Architect makes reasoiable objection to such substitution 5 3 SUBCONTRACTUAL RELATIONS 531 By an appropriate agreement, written where legally required for validity, the Contractor shall require each Subcontractor, to the extent ofl the Work to be per- formed by the Subcontractor, toibe bound to the Con- tractor by the terms of the Contract Documents, and to as- sume toward the Contractor all jthe obligations and re- sponsibilities which the Contractor, by these Documents, assumes toward the Owner and the Architect Said agree- ment shall preserve and protect the rights of the Owner and the Architect under the Contract Documents with re- spect to the Work to be performed by the Subcontractor so that the subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifi- cally provided otherwise m the Contractor-Subcontractor agreement, the benefit of all rights, remedies and redress against the Contractor that the Contractor, by these Docu- ments, has against the Owner VVhere appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with his Sub-subcontractors The Con- tractor shall make available to elach proposed Subcon- tractor, prior to the execution of the Subcontract, copies of the Contract Documents to wuch the Subcontractor will be bound by this Paragraph ! 3, and identify to the Subcontractor any terms and cone itions of the proposed Subcontract which may be at vanince with the Contract Documents Each Subcontractor shjall similarly make cop- ies of such Documents available to his Sub-subcontractors ARTICLE 61 WORKBYOWNEI SEPARATE CONTRACTORS OWNER'S RIGHT TO PERFORM WORK AND TO AWARD SEPARATE CONTRACTS 611 The Owner reserves the right lated to the Project with his own OR BY to perform work re- forces, and to award 10 A201-1976 AIA DOCUMENT AMI • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION « THIRTEENTH EDITION • AUGUST 1976 AIA« • © 1976 • THE AMERICAN INSTITUTE Of ARCHITECTS 1735 NEW YORK AVF.MJt N W , WASHINGTON, D C. 20006 separate contracts in connection with other portions of the Project or other work on the site under these or similar Conditions of the Contract If the Contractor claims that delay or additional cost is involved because of such action by the Owner, he shall make such claim as pro- vided elsewhere in the Contract Documents 612 When separate contracts are awarded for different portions of the Project or other work on the site, the term Contractor in the Contract Documents in each case shall mean the Contractor who executes each separate Owner- Contractor Agreement 613 The Owner will provide for the coordination of the work of his own forces and of each separate contractor with the Work of the Contractor, who shall cooperate therewith as provided in Paragraph 6 2 62 MUTUAL RESPONSIBILITY 621 The Contractor shall afford the Owner and separate contractors reasonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shall connect and coordinate his Work with theirs as required by the Contract Docu- ments 6 2 2 If any part of the Contractor's Work depends for proper execution or results upon the work of the Owner or any separate contractor, the Contractor shall, prior to proceedjng with the Work, promptly report to the Archi- tect any apparent discrepancies or defects in such other work that render it unsuitable for such proper execution and results Failure of the Contractor so to report shall constitute an acceptance of the Owner's or separate con- tractors' work as fit and proper to receive his Work, ex- cept as to defects which may subsequently become appar- rent in such work by others 623 Any costs caused by defective or ill-timed work shall be borne by the party responsible therefor 624 Should the Contractor wrongfully cause damage to the work or property of the Owner, or to other work on the site, the Contractor shall promptly remedy such dam- age as provided in Subparagraph 1025 625 Should the Contractor wrongfully cause damage to the work or property of any separate contractor, the Con- tractor shall upon due notice promptly attempt to settle with such other contractor by agreement, or otherwise to resolve the dispute If such separate contractor sues or initiates an arbitration proceeding against the Owner on account of any damage alleged to have been caused by the Contractor, the Owner shall notify the Contractor who shall defend such proceedings at the Owner's ex- pense, and if any judgment or award against the Owner arises therefrom the Contractor shall pay or satisfy it and shall reimburse the Owner for all attorneys' fees and court or arbitration costs which the Owner has incurred 6 3 OWNER'S RIGHT TO CLEAN UP 631 If a dispute arises between the Contractor and sepa- rate contractors as to their responsibility for cleaning up as required by Paragraph 415, the Owner may clean up and charge the cost thereof to the contractors responsible therefor as the Architect shall determine to be just ARTICLE 7 71 MISCELLANEOUS PROVISIONS GOVERNING LAW 711 The Contract shall be governed by the law of the place where the Project is located 7 2 SUCCESSORS AND ASSIGNS 721 The Owner and the Contractor each binds himself, his partners, successors, assigns and legal representatives to the other party hereto and to the partners, successors, assigns and legal representatives of such other party with re- spect to all covenants, agreements and obligations con- tamed in the Contract Documents Neither party to the Contract shall assign the Contract or sublet it as a whole without the written consent of the other, nor shall the Contractor assign any moneys due or to become due to him hereunder, without the previous written consent of the Owner 73 WRITTEN NOTICE 731 Written notice shall be deemed to have been duly served if delivered in person to the individual or member of the firm or entity or to an officer of the corporation for whom it was intended, or if delivered at or sent by regis- tered or certified mail to the last business address known to him who gives the notice 74 CLAIMS FOR DAMAGES 741 Should either party to the Contract suffer injury or damage to person or property because of any act or omis- sion of the other party or of any of his employees, agents or others for whose acts he is legally liable, claim shall be made in writing to such other party within a reasonable time after the first observance of such injury or damage 7 5 PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND 751 The Owner shall have the right to require the Con- tractor to furnish bonds covering the faithful performance of the Contract and the payment of all obligations arising thereunder if and as required in the Bidding Documents or m the Contract Documents 7 6 RIGHTS AND REMEDIES 761 The duties and obligations imposed by the Contract Documents and the rights and remedies available there- under shall be m addition to and not a limitation of any duties, obligations, rights and remedies otherwise im- posed or available by law 762 No action or failure to act by the Owner, Architect or Contractor shall constitute a waiver of any right or duty afforded any of them under the Contract, nor shall any such action or failure to act constitute an approval of or acquiescence m any breach thereunder, except as may be specifically agreed m writing AIA DOCUMENT AMI • GENERAL CONDITIONS OP THE CONTRACT FOR CONSTRUCTION « THIRTEENTH EDITION « AUGUST 1976 AIA» • © 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS 1735 NEW YORK AVENUE N W WASHINGTON D C 20006 A201-1976 11 7 7 TESTS 7 7 1 If the Contract Documents, laws, ordinances, rules, regulations or orders of any public authority having juris- diction require any portion of the Work to be inspected, tested or approved, the Contractor shall give the Architect timely notice of its readiness so the Architect may observe such inspection, testing or approval The Contractor shall bear all costs of such inspections, tests or approvals con- ducted by public authorities Unless otherwise provided, the Owner shall bear all costs of other inspections, tests or approvals 772 If the Architect determines that any Work requires special inspection, testing, or approval which Subpara- graph 771 does not include, he will, upon written au- thorization from the Owner, instruct the Contractor to order such special inspection, testing or approval, and the Contractor shall give notice as provided in Subparagraph 771 If such special inspection or testing reveals a failure of the Work to comply with the requirements of the Con- tract Documents the Contractor shall bear all costs there- of, including compensation for the Architect's additional services made necessary by such failure, otherwise the Owner shall bear such costs, and an appropriate Change Order shall be issued 773 Required certificates of inspection, testing or ap- proval shall be secured by the Contractor and promptly delivered by him to the Architect 7 7 4 If the Architect is to observe the inspections, tests or approvals required by the Contract Documents, he will do so promptly and, where practicable, at the source of supply 7 8 INTEREST 781 Payments due and unpaid under the Contract Documents shall bear interest from the date payment is due at such rate as the parties may agree upon in writing or, in the absence thereof, at the legal rate prevailing at the place of the Project 7 9 ARBITRATION 791 All claims, disputes and other matters in question between the Contractor and the Owner arising out of, or relating to, the Contract Documents or the breach there- of, except as provided in Subparagraph 2211 with re- spect to the Architect's decisions on matters relating to artistic effect, and except for claims which have been waived by the making or acceptance of final payment as provided by Subparagraphs 994 and 995, shall be de- cided by arbitration m accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then obtaining unless the parties mutually agree otherwise No arbitration arising out of or relating to the Contract Documents shall include, by consolida- tion, joinder or in any other manner, the Architect, his employees or consultants except by written consent con- taining a specific reference to the Owner-Contractor Agreement and signed by the Architect, the Owner, the Contractor and any other person sought to be joined No arbitration shall include by consolidation, joinder or in any other manner, parties other than the Owner, the Contractor and any other persons substantially involved in a common question of fact or law, whose presence is required if complete relief is to b tration No person other than thi shall be included as an original t third party to an arbitration who bility is insubstantial Any consent an additional person or persons s sent to arbitration of any dispute with any person not named or foregoing agreement to arbitrate a to arbitrate with an additional | consented to by the parties to Agreement shall be specifically prevailing arbitration law The ; arbitrators shall be final, and jud upon it in accordance with appl having jurisdiction thereof accorded in the arbi- Owner or Contractor ird party or additional e interest or responsi- :o arbitration involving all not constitute con- riot described therein or described therein The d any other agreement erson or persons duly the Owner-Contractor nforceable under the vard rendered by the ment may be entered able law in any court 792 Notice of the demand for a in writing with the other party to Agreement and with the Americ tion, and a copy shall be filed v demand for arbitration shall be limits specified in Subparagraph and in all other cases within a re claim, dispute or other matter in in no event shall it be made after tion of legal or equitable proce claim, dispute or other matter barred by the applicable statute o 793 Unless otherwise agreed in shall carry on the Work and mam any arbitration proceedings, and tinue to make payments to the C with the Contract Documents ARTICLES 81 DEFINITIONS TIME nitration shall be filed the Owner-Contractor n Arbitration Associa- ith the Architect The nade within the time 2 12 where applicable, sonable time after the qjuestion has arisen, and the date when mstitu- jdmgs based on such n question would be limitations vriting, the Contractor am its progress during the Owner shall con- ntractor in accordance 811 Unless otherwise provided, tl e Contract Time is the period of time allotted in the Cpntract Documents for Substantial Completion of the W6rk as defined in Sub- paragraph 813, including authorized adjustments thereto 812 The date of commencement established in a notice to proceed proceed, it shall be the date of Agreement or such other date a therein 813 The Date of Substantial Com designated portion thereof is the of the Work is the date f there is no notice to the Owner-Contractor may be established letion of the Work or Date certified by the Architect when construction is sujfficiently complete, in accordance with the Contract Doc jments, so the Owner can occupy or utilize the Work br designated portion thereof for the use for which it is intended 814 The term day as used in the| Contract Documents shall mean calendar day unless [otherwise specifically designated 8 2 PROGRESS AND COMPLETION 821 All time limits stated in the Contract Documents are of the essence of the Contract 12 A201-1976 AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEEhTH EDITION • AUGUST 1976 MA® « © 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS 1735 NEW YORK AVENUE N W WASHINGTON D C 20006 822 The Contractor shall begin the Work on the date of commencement as defined in Subparagraph 812 He shall carry the Work forward expeditiously with adequate forces and shall achieve Substantial Completion within the Contract Time 8 3 DELAYS AND EXTENSIONS OF TIME 8 31 If the Contractor is delayed at any time in the prog- ress of the Work by any act or neglect of the Owner or the Architect, or by any employee of either, or by any separate contractor employed by the Owner, or by changes ordered in the Work, or by labor disputes, fire, unusual delay in transportation, adverse weather condi- tions not reasonably anticipatable, unavoidable casualties, or any causes beyond the Contractor's control, or by de- lay authorized by the Owner pending arbitration, or by any other cause which the Architect determines may justify the delay, then the Contract Time shall be ex- tended by Change Order for such reasonable time as the Architect may determine 832 Any claim for extension of time shall be made in writing to the Architect not more than twenty days after the commencement of the delay, otherwise it shall be waived In the case of a continuing delay only one claim is necessary The Contractor shall provide an estimate of the probable effect of such delay on the progress of the Work 833 If no agreement is made stating the dates upon which interpretations as provided in Subparagraph 228 shall be furnished, then no claim for delay shall be al- lowed on account of failure to furnish such interpreta- tions until fifteen days after written request is made for them, and not then unless such claim is reasonable 834 This Paragraph 8 3 does not exclude the recovery of damages for delay by either party under other provi- sions of the Contract Documents ARTICLE 9 91 PAYMENTS AND COMPLETION CONTRACT SUM 911 The Contract Sum is stated in the Owner-Contractor Agreement and, including authorized adjustments thereto, is the total amount payable by the Owner to the Contrac- tor for the performance of the Work under the Contract Documents 9 2 SCHEDULE OF VALUES 921 Before the first Application for Payment, the Con- tractor shall submit to the Architect a schedule of values allocated to the various portions of the Work, prepared in such form and supported by such data to substantiate its accuracy as the Architect may require This schedule, un- less objected to by the Architect, shall be used only as a basis for the Contractor's Applications for Payment 9 3 APPLICATIONS FOR PAYMENT 9 3 1 At least ten days before the date for each progress payment established in the Owner-Contractor Agreement, the Contractor shall submit to the Architect an itemized Application for Payment notarized if required, supported by such data substantiating the Contractor's right to pay- ment as the Owner or the Architect may require, and re- flecting retamage, if any, as provided elsewhere in the Contract Documents 932 Unless otherwise provided in the Contract Docu- ments, payments will be made on account of materials or equipment not incorporated m the Work but delivered and suitably stored at the site and, if approved in ad- vance by the Owner, payments may similarly be made for materials or equipment suitably stored at some other location agreed upon m writing Payments for materials or equipment stored on or off the site shall be con- ditioned upon submission by the Contractor of bills of sale or such other procedures satisfactory to the Owner to establish the Owner's title to such materials or equip- ment or otherwise protect the Owner's interest, including applicable insurance and transportation to the site for those materials and equipment stored off the site 933 The Contractor warrants that title to all Work, materials and equipment covered by an Application for Payment will pass to the Owner either by incorporation m the construction or upon the receipt of payment by the Contractor, whichever occurs first, free and clear of all hens, claims, security interests or encumbrances, herein- after referred to m this Article 9 as "liens", and that no Work, materials or equipment covered by an Application for Payment will have been acquired by the Contractor, or by any other person performing Work at the site or furnishing materials and equipment for the Project, sub- ject to an agreement under which an interest therein or an encumbrance thereon is retained by the seller or other- wise imposed by the Contractor or such other person 9 4 CERTIFICATES FOR PAYMENT 941 The Architect will, within seven days after the re- ceipt of the Contractor's Application for Payment, either issue a Certificate for Payment to the Owner, with a copy to the Contractor, for such amount as the Architect determines is properly due, or notify the Contractor in writing his reasons for withholding a Certificate as pro- vided m Subparagraph 961 942 The issuance of a Certificate for Payment will con- stitute a representation by the Architect to the Owner, based on his observations at the site as provided in Sub- paragraph 223 and the data comprising the Application for Payment, that the Work has progressed to the point indicated, that, to the best of his knowledge, information and belief, the quality of the Work is m accordance with the Contract Documents (subject to an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion, to the results of any subse- quent tests required by or performed under the Contract Documents, to minor deviations from the Contract Docu- ments correctable prior to completion, and to any specific qualifications stated m his Certificate), and that the Con- tractor is entitled to payment m the amount certified However, by issuing a Certificate for Payment, the Archi- tect shall not thereby be deemed to represent that he has made exhaustive or continuous on-site inspections to check the quality or quantity of the Work or that he has reviewed the construction means, methods, techniques, AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION' « THIRTEENTH EDITION • AUGUST 1976 AIA* . © 1976 • THF. AMERICAN INSTITUTE Of ARCHITICTS 17J5 NEV\ YORK AVENUE NW WASHINGTON DC 20006 A201-1976 13 sequences or procedures, or that he has made any exam- ination to ascertain how or for what purpose the Contrac- tor has used the moneys previously paid on account of the Contract Sum 9 5 PROGRESS PAYMENTS 951 After the Architect has issued a Certificate for Pay- ment, the Owner shall make payment in the manner and within the time provided in the Contract Documents 952 The Contractor shall promptly pay each Subcon- tractor, upon receipt of payment from the Owner, out of the amount paid to the Contractor on account of such Subcontractor's Work, the amount to which said Subcon- tractor is entitled, reflecting the percentage actually re- tained, if any, from payments to the Contractor on ac- count of such Subcontractor's Work The Contractor shall, by an appropriate agreement with each Subcontractor, re- quire each Subcontractor to make payments to his Sub- subcontractors in similar manner 9.5 3 The Architect may, on request and at his discretion, furnish to any Subcontractor, if practicable, information regarding the percentages of completion or the amounts applied for by the Contractor and the action taken there- on by the Architect on account of Work done by such Subcontractor 954 Neither the Owner nor the Architect shall have any obligation to pay or to see to the payment of any moneys to any Subcontractor except as may otherwise be required by law 955 No Certificate for a progress payment, nor any progress payment, nor any partial or entire use or occu- pancy of the Project by the Owner, shall constitute an acceptance of any Work not in accordance with the Con- tract Documents 9 6 PAYMENTS WITHHELD 961 The Architect may decline to certify payment and may withhold his Certificate in whole or in part, to the extent necessary reasonably to protect the Owner, if in his opinion he is unable to make representations to the Owner as provided in Subparagraph 9 4 2 If the Architect is unable to make representations to the Owner as pro- vided in Subparagraph 942 and to certify payment in the amount of the Application, he will notify the Contractor as provided m Subparagraph 941 If the Contractor and the Architect cannot agree on a revised amount, the Architect will promptly issue a Certificate for Payment for the amount for which he is able to make such rep- resentations to the Owner The Architect may also decline to certify payment or because of subsequently discov- ered evidence or subsequent observations, he may nullify the whole or any part of any Certificate for Payment previously issued to such extent as may be necessary in his opinion to protect the Owner from loss because of 1 defective Work not remedied, 2 third party claims filed or reasonable evidence indi- cating probable filing of such claims, 3 failure of the Contractor to make payments prop- erly to Subcontractors or for labor, materials or equipment, the4 reasonable evrdence that pleted for the unpaid bala 5 damage to the Owner or 6 reasonable evidence that pleted within the Contract 7 persistent failure to carry ance with the Contract Documents Work cannot be corn- ice of the Contract Sum, another contractor, Work will not be com- T4me, or >ut the Work in accord- the 962 When the above grounds ih Subparagraph 961 are removed, payment shall be made for amounts withheld because of them 9 7 FAILURE OF PAYMENT 9 71 If the Architect does not issue a Certificate for Payment, through no fault of the Contractor, within seven days after receipt of the ContractDr's Application for Pay- ment, or if the Owner does not piy the Contractor within seven days after the date estal lished in the Contract Documents any amount certified by the Architect or awarded by arbitration, then the Contractor may, upon seven additional days' written notice to the Owner and the Architect, stop the Work until payment of the amount owing has been received The Contract Sum shall be in- creased by the amount of the Contractor's reasonable costs of shut-down, delay and statt-up, which shall be ef- fected by appropriate Change Oilder in accordance with Paragraph 12 3 j 9 8 SUBSTANTIAL COMPLETION I.981 When the Contractor considers that the Work, or a designated portion thereof which is acceptable to the Owner, is substantially complete jas defined in Subpara- graph 813, the Contractor shall prepare for submission to the Architect a list of items to be completed or cor- rected The failure to include anylitems on such list does not alter the responsibility of the Contractor to complete all Work in accordance with tha Contract Documents When the Architect on the basis pf an inspection deter- mines that the Work or designated portion thereof is sub- stantially complete he will then prepare a Certificate of Substantial Completion which shaft establish the Date of Substantial Completion, shall state| the responsibilities of the Owner and the Contractor for security, maintenance, heat, utilities damage to the Work, and insurance, and shall fix the time withm which thq Contractor shall com- plete the items listed therein Warranties required by the Contract Documents shall commenice on the Date of Sub- stantial Completion of the Work | or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion The Certificate of Substantial Completion shall be submitted td> the Owner and the Contractor for their written acceptance of the responsi- bilities assigned to them in such Cjertificate 982 Upon Substantial Completion of the Work or desig- nated portion thereof and upon application by the Con- tractor and certification by the Architect, the Owner shall make payment, reflecting adjustment in retamage, if any, for such Work or portion thereof, as provided in the Con- trart Documents ; 9 9 FINAL COMPLETION AND FINAL PAYMENT 991 Upon receipt of written notice that the Work is ready for final inspection and acceptance and upon re- ceipt of a final Application for Payment the Architect willyme 14 A201-1976 MA DOCUMENT AMI • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 MA* • <?> 1976 « THE AMERICAN INSTITUTE OF ARCHITECTS 17J1) NEW \ORK AVENUE NW WASHINGTON DC 20006 promptly make such inspection and, when he finds the Work acceptable under the Contract Documents and the Contract fully performed, he will promptly issue a final Certificate for Payment stating that to the best of his knowledge, information and belief, and on the basis of his observations and inspections, the Work has been com- pleted in accordance with the terms and conditions of the Contract Documents and that the entire balance found to be due the Contractor, and noted in said final Certificate, is due and payable The Architect's final Certificate for Payment will constitute a further representation that the conditions precedent to the Contractor's being entitled to final payment as set forth in Subparagraph 992 have been fulfilled. 992 Neither the final payment nor the remaining re- tamed percentage shall become due until the Contractor submits to the Architect (1) an affidavit that all payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or his property might in any way be responsible, have been paid or otherwise satisfied, (2) consent of surety, if any, to final payment and (3), if required by the Owner, other data establishing payment or satisfaction of all such obliga- tions, such as receipts, releases and waivers of liens aris- ing out of the Contract, to the extent and in such form as may be designated by the Owner If any Subcontractor refuses to furnish a release or waiver required by the Owner, the Contractor may furnish a bond satisfactory to the Owner to indemnify him against any such lien If any such hen remains unsatisfied after all payments are made, the Contractor shall refund to the Owner all mon- eys that the latter may be compelled to pay in discharging such lien, including all costs and reasonable attorneys' fees 993 If, after Substantial Completion of the Work, final completion thereof is materially delayed through no fault of the Contractor or by the issuance of Change Orders affecting final completion, and the Architect so confirms, the Owner shall, upon application by the Contractor and certification by the Architect, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted If the remaining balance for Work not fully completed or cor- rected is less than the retamage stipulated in the Contract Documents, and if bonds have been furnished as provided in Paragraph 7 5, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by the Contractor to the Architect prior to certification of such payment Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims 994 The making of final payment shall constitute a waiver of all claims by the Owner except those arising from 1 unsettled liens, 2 faulty or defective Work appearing after Substantial Completion, 3 failure of the Work to comply with the require- ments of the Contract Documents, or 4 terms of any special warranties required by the Contract Documents 995 The acceptance of final payment shall constitute a waiver of all claims by the Contractor except those previ- ously made in writing and identified by the Contractor as unsettled at the time of the final Application for Pay- ment ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY 10 1 SAFETY PRECAUTIONS AND PROGRAMS 1011 The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work 10 2 SAFETY OF PERSONS AND PROPERTY 1021 The Contractor shall take all reasonable precau- tions for the safety of, and shall provide all reasonable protection to prevent damage, injury or loss to 1 all employees on the Work and all other persons who may be affected thereby, 2 at) the Work and all materials and equipment to be incorporated therein, whether in storage on or off the site, under the care, custody or control of the Contractor or any of his Subcontractors or Sub-subcontractors, and 3 other property at the site or adjacent thereto, in- cluding trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction 1022 The Contractor shall give all notices and comply with all applicable laws, ordinances, rules, regulations and lawful orders of any public authority bearing on the safety of persons or property or their protection from damage, injury or loss 10.2 3 The Contractor shall erect and maintain, as re- quired by existing conditions and progress of the Work, all reasonable safeguards for safety and protection, in- cluding posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent utilities 10 2 4 When the use or storage of explosives or other hazardous materials or equipment is necessary for the execution of the Work, the Contractor shall exercise the utmost care and shall carry on such activities under the supervision of properly qualified personnel 1025 The Contractor shall promptly remedy all damage or loss (other than damage or loss insured under Para- graph 11 3) to any property referred to in Clauses 10 2 1 2 and 10213 caused in whole or in part by the Contractor, any Subcontractor, any Sub-subcontractor, or anyone di- rectly or indirectly employed by any of them, or by any- one for whose acts any of them may be liable and for which the Contractor is responsible under Clauses 1021.2 and 10 2 1 3, except damage or loss attributable to the acts or omissions of the Owner or Architect or anyone directly or indirectly employed by either of them, or by anyone for whose acts either of them may be liable, and not attributable to the fault or negligence of the Contrac- tor The foregoing obligations of the Contractor are in addition to his obligations under Paragraph 418 AIA DOCUMENT AMI • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION « AUGUST 1976 AIA« • © 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS 1735 NEW YORK AVENUE N W WASHINGTON D C 20006 A201-1976 15 1026 The Contractor shall designate a responsible mem- ber of his organization at the site whose duty shall be the prevention of accidents This person shall be the Contrac- tor's superintendent unless otherwise designated by the Contractor in writing to the Owner and the Architect 10.2 7 The Contractor shall not load or permit any part of the Work to be loaded so as to endanger its safety 103 EMERGENCIES 1031 In any emergency affecting the safety of persons or property, the Contractor shall act, at his discretion, to prevent threatened damage, injury or loss Any additional compensation or extension of time claimed by the Con- tractor on account of emergency work shall be deter- mined as provided in Article 12 for Changes in the Work ARTICLE 11 111 INSURANCE CONTRACTOR'S LIABILITY INSURANCE 11.11 The Contractor shall purchase and maintain such insurance as will protect him from claims set forth below which may arise out of or result from the Contractor's operations under the Contract, whether such operations be by himself or by any Subcontractor or by anyone di- rectly or indirectly employed by any of them, or by any- one for whose acts any of them may be liable 1 claims under workers' or workmen's compensation, disability benefit and other similar employee bene- fit acts, 2 claims for damages because of bodily injury, oc- cupational sickness or disease, or death of his employees, 3 claims for damages because of bodily injury, sick- ness or disease, or death of any person other than his employees, 4 claims for damages insured by usual personal in- jury liability coverage which are. sustained (1) by any person as a result of an offense directly or in- directly related to the employment of such person by the Contractor, or (2) by any other person, 5 claims for damages, other than to the Work itself, because of injury to or destruction of tangible property, including loss of use resulting therefrom, and 6 claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle 1112 The insurance required by Subparagraph 1111 shall be written for not less than any limits of liability specified in the Contract Documents, or required by law, which- ever is greater 111 3 The insurance required by Subparagraph 1111 shall include contractual liability insurance applicable to the Contractor's obligations under Paragraph 418 111 4 Certificates of Insurance acceptable to the Owner shall be filed with the Owner prior to commencement of the Work These Certificates shall contain a provision that coverages afforded under the policies will not be can- celled until at least thirty days;' prior written notice has been given to the Owner | 11 2 OWNER'S LIABILITY INSURANCE 11 21 The Owner shall be responsible for purchasing and maintaining his own liability insurance and, at his option, may purchase and ma will protect him against claim operations under the Contract 11 3 PROPERTY INSURANCE 1131 Unless otherwise provid< chase and maintain property ir Work at the site to the full ins insurance shall include the mt Contractor, Subcontractors and Work and shall insure against tended coverage and shall mclu physical loss or damage including, without duplication of coverage, theft, vandalism and Owner does not intend to pur the full msurable value of the form the Contractor in writing ntam such insurance as which may arise from d, the Owner shall pur- urance upon the entire rable value thereof This rests of the Owner, the ub-subcontractors in the ie perils of fire and ex- ie "all risk" insurance for nalicious mischief If the hase such insurance for ntire Work, he shall in- prior to commencement of the Work The Contractor mjay then effect insurance which will protect the interests of himself, his Subcontrac- tors and the Sub-subcontractors jm the Work, and by ap- propriate Change Order the cost' thereof shall be charged to the Owner If the Contractor is damaged by failure of the Owner to purchase or maintain such insurance and to so notify the Contractor, then the Owner shall bear all reasonable costs properly attributable thereto If not cov- ered under the all risk insurance or otherwise provided in the Contract Documents, the Contractor shall effect and maintain similar property irsurance on portions of the Work stored off the site or in transit when such por- tions of the Work are to be me uded in an Application for Payment under Subparagraph 932 1132 The Owner shall purchase and maintain such boiler and machinery insurance as may be required by the Con- tract Documents or by law This insurance shall include the interests of the Owner, the Contractor, Subcontrac- tors and Sub-subcontractors in the Work 11 33 Any loss insured under Subparagraph 11 31 is to be adjusted with the Owner an<jl made payable to the Owner as trustee for the insured*, as their rnterests may appear, subject to the requirem|ents of any applicable mortgagee clause and of Subparagraph 11 38 The Con- tractor shall pay each Subcontractor a just share of any insurance moneys received by thej Contractor, and by ap- propriate agreement, written where legally required for validity, shall require each Subcontractor to make pay- ments to his Sub-subcontractors in similar manner 1134 The Owner shall file a copy of all policies with the Contractor before an exposure to jloss may occur 1135 If the Contractor requests iiji writing that insurance for risks other than those described in Subparagraphs 1131 and 11 3 2 or other special hazards be included in the property insurance policy, thi Owner shall, if pos- sible, include such insurance, and1 the cost thereof shall be charged to the Contractor by appropriate Change Order 16 A201-1976 AIA DOCUMENT A2« AIA« • © 1976 • • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 THE AMERICAN INSTITUTE OF ARCHITECTS 1735 NEW YORK AVENUE N Wl WASHINGTON D C 20006 1136 The Owner and Contractor waive all rights against (1) each other and the Subcontractors, Sub-subcontractors agents and employees each of the other, and (2) the Architect and separate contractors, if any, and their sub- contractors, sub-subcontractors, agents and employees, for damages caused by fire or other perils to the extent covered by insurance obtained pursuant to this Paragraph 11 3 or any other property insurance applicable to the Work, except such rights as they may have to the pro- ceeds of such insurance held by the Owner as trustee The foregoing waiver afforded the Architect, his agents and employees shall not extend to the liability imposed by Subparagraph 4 183 The Owner or the Contractor, as appropriate, shall require of the Architect, separate con- tractors, Subcontractors and Sub-subcontractors by ap- propriate agreements, written where legally required for validity, similar waivers each in favor of all other parties enumerated in this Subparagraph 1136 1137 If required in writing by any party in interest, the Owner as trustee shall, upon the occurrence of an insured loss, give bond for the proper performance of his duties He shall deposit in a separate account any money so re- ceived, and he shall distribute it in accordance with such agreement as the parties in interest may reach, or in ac- cordance with an award by arbitration in which case the procedure shall be as provided in Paragraph 7 9 If after such loss no other special agreement is made, replace- ment of damaged work shall be covered by an appropri- ate Change Order 11 38 The Owner as trustee shall have power to adjust and settle any loss with the insurers unless one of the parties m interest shall object in writing within five days after the occurrence of loss to the Owner's exercise of this power, and if such objection be made, arbitrators shall be chosen as provided in Paragraph 7 9 The Owner as trustee shall, In that case, make settlement with the insurers in accordance with the directions of such arbitrators If dis- tribution of the insurance proceeds by arbitration is re- quired, the arbitrators will direct such distribution 11 3 9 If the Owner finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Com- pletion thereof, such occupancy or use shall not com- mence prior to a time mutually agreed to by the Owner and Contractor and to which the insurance company or companies providing the property insurance have con- sented by endorsement to the policy or policies This in- surance shall not be cancelled or lapsed on account of such partial occupancy or use Consent of the Contractor and of the insurance company or companies to such occupancy or use shall not be unreasonably withheld 11 4 LOSS OF USE INSURANCE 1141 The Owner, at his option, may purchase and main- tain such insurance as will insure him against loss of use of his property due to fire or other hazards, however caused The Owner waives all rights of action against the Contractor for loss of use of his property, including con- sequential losses due to fire or other hazards however caused, to the extent covered by insurance under this Paragraph 114 121 ARTICLE 12 CHANGES IN THE WORK CHANCE ORDERS 12 11 A Change Order is a written order to the Contrac- tor signed by the Owner and the Architect, issued after execution of the Contract, authorizing a change in the Work or an adjustment in the Contract Sum or the Con- tract Time The Contract Sum and the Contract Time may be changed only by Change Order A Change Order signed by the Contractor indicates his agreement there- with, including the adjustment in the Contract Sum or the Contract Time 1212 The Owner, without invalidating the Contract, may order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and the Contract Time being adjusted accordingly All such changes m the Work shall be authorized by Change Order, and shall be performed under the applicable conditions of the Contract Docu- ments 1213 The cost or credit to the Owner resulting from a change in the Work shall be determined in one or more of the following ways 1 by mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to permit evaluation, 2 by unit prices stated in the Contract Documents or subsequently agreed upon, 3 by cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage fee, or 4 by the method provided m Subparagraph 121 4 1214 If none of the methods set forth m Clauses 12 1 3 1, 12 1 3 2 or 12 1 3 3 is agreed upon, the Contrac- tor, provided he receives a written order signed by the Owner, shall promptly proceed with the Work involved The cost of such Work shall then be determined by the Architect on the basis of the reasonable expenditures and savings of those performing the Work attributable to the change, including, m the case of an increase in the Con- tract Sum, a reasonable allowance for overhead and profit In such case, and also under Clauses 12133 and 12134 above, the Contractor shall keep and present, in such form as the Architect may prescribe, an itemized account- ing together with appropriate supporting data for inclu- sion m a Change Order Unless otherwise provided in the Contract Documents, cost shall be limited to the fol- lowing cost of materials, including sales tax and cost of delivery, cost of labor, including social security, old age and unemployment insurance, and fringe benefits re- quired by agreement or custom, workers' or workmen's compensation insurance, bond premiums, rental value of equipment and machinery, and the additional costs of supervision and field office personnel directly attributable to the change Pending final determination of cost to the Owner, payments on account shall be made on the Archi- tect's Certificate for Payment The amount of credit to be allowed by the Contractor to the Owner for any deletion AIA DOCUMENT AMI « GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 AIA« • © 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS 1735 NEW YORK AVENUE N W, WASHINGTON D C 20006 A201-1976 17 or change which results in a net decrease m the Contract Sum will be the amount of the actual net cost as con- firmed by the Architect When both additions and credits covering related Work or substitutions are involved in any one change, the allowance for overhead and profit shall be figured on the basis of the net increase, if any, with respect to that change 121 5 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if the quantities orig- inally contemplated are so changed in a proposed Change Order that application of the agreed unit prices to the quantities of Work proposed will cause substantial in- equity to the Owner or the Contractor, the applicable unit prices shall be equitably adjusted 12 2 CONCEALED CONDITIONS 12 21 Should concealed conditions encountered in the performance of the Work below the surface of the ground or should concealed or unknown conditions in an existing structure be at variance with the conditions indicated by the Contract Documents, or should unknown physical conditions below the surface of the ground or should concealed or unknown conditions in an existing structure of an unusual nature, differing materially from those ordi- narily encountered and generally recognized as inherent m work of the character provided for in this Contract, be encountered, the Contract Sum shall be equitably ad- justed by Change Order upon claim by either party made within twenty days after the first observance of the conditions 12 3 CLAIMS FOR ADDITIONAL COST 12 3 1 If the Contractor wishes to make a claim for an increase m the Contract Sum, he shall give the Architect written notice thereof within twenty days after the occur- rence of the event giving rise to such claim This notice shall be given by the Contractor before proceeding to execute the Work, except m an emergency endangering life or property in which case the Contractor shall pro- ceed in accordance with Paragraph 10 3 No such claim shall be valid unless so made If the Owner and the Con- tractor cannot agree on the amount of the adjustment m the Contract Sum, it shall be determined by the Architect Any change m the Contract Sum resulting from such claim shall be authorized by Change Order 12 3 2 If the Contractor claims that additional cost is in- volved because of, but not limited to, (1) any written interpretation pursuant to Subparagraph 228, (2) any order by the Owner to stop the Work pursuant to Para- graph 3 3 where the Contractor was not at fault, (3) any written order for a minor change m the Work issued pur- suant to Paragraph 124, or (4) failure of payment by the Owner pursuant to Paragraph 9 7, the Contractor shall make such claim as provided m Subparagraph 1231 12 4 MINOR CHANGES IN THE WORK 1241 The Architect will have authority to order minor changes m the Work not involving an adjustment in the Contract Sum or an extension of the Contract Time and not inconsistent with the intent of the Contract Docu- ments Such changes shall be effected by written order, and shall be binding on the Owner and the Contractor The Contractor shall carry o promptly ARTICLE 13 UNCOVERING AND CORRECTION OF WORK 13 1 UNCOVERING OF WORK 1311 If any portion of the Wor trary to the request of the Arch specifically expressed m the Con if required in writing by the An his observation and shall be rep expense 1312 If any other portion of th< which the Architect has not spe serve prior to being covered, tri to see such Work and it shall b tractor If such Work be found Contract Documents, the cost o' ment shall, by appropriate Chan the Owner If such Work be foun^l the Contract Documents, the costs unless it be found that th by the Owner or a separate c Article 6, m which event the Ov for the payment of such costs 132 CORRECTION OF WORK 1321 The Contractor shall pro|mptly rejected by the Architect as defe form to the Contract Documen fore or after Substantial Comple fabricated, installed or complet bear all costs of correcting such compensation for the Architect's necessary thereby 1322 If, within one year after Completion of the Work or desi t such written orders should be covered con- tect or to requirements ract Documents, it must, utect, be uncovered for aced at the Contractor's Work has been covered ifically requested to ob- e Architect may request uncovered by the Con- in accordance with the uncovering and replace- Order, be charged to not m accordance with Contractor shall pay such s condition was caused ntractor as provided m ner shall be responsible correct all Work :tive or as failing to con- 5 whether observed be- ton and whether or not d The Contractor shall ejected Work, including additional services made the Date of Substantial nated portion thereof or within one year after acceptance1 by the Owner of desig- nated equipment or within such longer period of time as may be prescribed by law or by I the terms of any appli- cable special warranty required by the Contract Docu- ments, any of the Work is found to be defective or not m accordance with the Contract Documents, the Contractor shall correct it promptly after receipt of a written notice from the Owner to do so unless t given the Contractor a written acceptance of such condi- tion This obligation shall surv Contract The Owner shall give after discovery of the condition le Owner has previously ve termination of the such notice promptly 13 2 3 The Contractor shall remote from the site all por- tions of the Work which are defective or non-conforming and which have not been corrected under Subparagraphs 451, 1321 and 1322, unless removal is waived by the Owner ' 1324 If the Contractor fails to cprrect conforming Work as provided 13 2 1 and 13 2 2 the Owner may with Paragraph 3 4 in defective or non- Subparagraphs 451, correct it in accordance 18 A201-1976 AIA DOCUMENT A201 « GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTE AIA« ENTH EDITION • AUGUST 1976 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS 1735 NEW YORK AVENUE NW WASHINGTON, DC 20006 1325 If the Contractor does not proceed with the cor- rection of such defective or non-conforming Work within a reasonable time fixed by written notice from the Archi- tect, the Owner may remove it and may store the mate- rials or equipment at the expense of the Contractor If the Contractor does not pay the cost of such removal and storage within ten days thereafter, the Owner may upon ten additional days written notice sell such Work at auction or at private sale and shall account for the net proceeds thereof, after deducting all the costs that should have been borne by the Contractor, including compensa- tion for the Architect's additional services made necessary thereby If such proceeds of sale do not cover all costs which the Contractor should have borne, the difference shall be charged to the Contractor and an appropriate Change Order shall be issued If the payments then or thereafter due the Contractor are not sufficient to cover such amount the Contractor shall pay the difference to the Owner 1326 The Contractor shall bear the cost of making good all work of the Owner or separate contractors destroyed or damaged by such correction or removal 1327 Nothing contained in this Paragraph 132 shall be construed to establish a period of limitation with respect to any other obligation which the Contractor might have under the Contract Documents, including Paragraph 4 5 hereof The establishment of the time period of one year after the Date of Substantial Completion or such longer period of time as may be prescribed by law or by the terms of any warranty required by the Contract Docu- ments relates only to the specific obligation of the Con- tractor to correct the Work, and has no relationship to the time within which his obligation to comply with the Contract Documents may be sought to be enforced, nor to the time within which proceedings may be com- menced to establish the Contractor's liability with respect to his obligations other than specifically to correct the Work 133 ACCEPTANCE OF DEFECTIVE OR NON-CONFORMING WORK 1331 If the Owner prefers to accept defective or non- conforming Work he may do so instead of requiring its removal and correction in which case a Change Order will be issued to reflect a reduction in the Contract Sum where appropriate and equitable Such adjustment shall be effected whether or not final payment has been made ARTICLE 14 TERMINATION OF THE CONTRACT 14 1 TERMINATION BY THE CONTRACTOR 141 1 If the Work is stopped for a period of thirty days under an order of any court or other public authority having jurisdiction, or as a result of an act of government, such as a declaration of a national emergency making materials unavailable, through no act or fault of the Contractor or a Subcontractor or their agents or employ- ees or any other persons performing any of the Work under a contract with the Contractor, or if the Work should be stopped for a period of thirty days by the Contractor because the Architect has not issued a Certifi- cate for Payment as provided in Paragraph 9 7 or because the Owner has not made payment thereon as provided in Paragraph 9 7, then the Contractor may, upon seven addi- tional days' written notice to the Owner and the Archi- tect, terminate the Contract and recover from the Owner payment for all Work executed and for any proven loss sustained upon any materials, equipment, tools, construc- tion equipment and machinery, including reasonable profit and damages 142 TERMINATION BY THE OWNER 1421 If the Contractor is adjudged a bankrupt, or if he makes a general assignment for the benefit of his credi- tors, or if a receiver is appointed on account of his in- solvency, or if he persistently or repeatedly refuses or fails, except in cases for which extension of time is pro- vided, to supply enough properly skilled workmen or proper materials, or if he fails to make prompt payment to Subcontractors or for materials or labor, or persistently disregards laws, ordinances, rules, regulations or orders of any public authority having jurisdiction, or otherwise is guilty of a substantial violation of a provision of the Contract Documents, then the Owner, upon certification by the Architect that sufficient cause exists to justify such action, may, without prejudice to any right or remedy and after giving the Contractor and his surety, if any, seven days' written notice, terminate the employment of the Contractor and take possession of the site and of all mate- rials, equipment, tools, construction equipment and machinery thereon owned by the Contractor and may finish the Work by whatever method he may deem expedient In such case the Contractor shall not be en- titled to receive any further payment until the Work is finished 1422 If the unpaid balance of the Contract Sum exceeds the costs of finishing the Work, including compensation for the Architect s additional services made necessary thereby, such excess shall be paid to the Contractor If such costs exceed the unpaid balance, the Contractor shall pay the difference to the Owner The amount to be paid to the Contractor or to the Owner, as the case may be shall be certified by the Architect, upon application, in the manner provided in Paragraph 94, and this obliga- tion for payment shall survive the termination of the Contract AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT TOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 MA® • © 1976 • THE AMERICAN INSTITUTE Of- ARCHITECTS 1735 NEW YORK AVENUE NW WASHINGTON DC 20006 A201-1976 19 8/76 200M RPC 12/76 200M SECTION 01010 SUMMARY OF WORK 1.01 RELATED REQUIREMENTS A. Division 1 - General Requirements of the Project Manual governs the execution of all Specification Sections within Divisions 2 through 16. B. Additional requirements of all parties of this Contract, whether bound in the Project Manual or included by reference, are listed in the Table of Contents under "Conditions of the Contract". Particular attention is directed to the following: 1. General Conditions of the Contract for Construction. 2. Supplementary Conditions. 1.02 WORK COVERED BY CONTRACT DOCUMENTS A. The Work of this Portion of the Contract comprises construction of the Mock-up Unit consisting of a 1,000 sq. ft. building incorporating two connecting units: 1. Unit A: A living-sleeping room, bathroom, dressing room, and exterior electrical/telephone room. 2. Unit B: A foyer, living room and separate sleeping room with folding doors, bathroom, dressing room, and exterior linen storage room. 1.03 CONTRACTS A. Construct the Work under single fixed-priced contract. 1.04 WORK BY OTHERS A. Work on Project which will be executed along with Work of this Contract, and which is excluded from this portion of the Contract: FF&E. 1.05 FUTURE WORK A. The Project is designed for future construction of a Starter Station, Hotel Units, and remodel of the existing Clubhouse. B. Ensure that Work is clear of encroachment into areas required for future work. PROJECT 1896-06 (818-25) PAGE 01010-1 1.06 CONTRACTOR'S USE OF PREMISES A. Contractor shall limit his use of the premises for Work and for storage, to allow for: 1. Owner occupancy. 2. Public use. B. Coordinate use of premises with Owner. C. Assume full responsibility for protection and safekeeping of products under this Contract, stored on site. D. Move stored products under Contractor's control which interfere with operations of Owner. E. Obtain and pay for use of additional storage or work areas needed for operations. END OF SECTION PROJECT 1896-06 (818-25) PAGE 01010-2 SECTION 01030 ALTERNATIVES 1.01 RELATED REQUIREMENTS A. Division 1 - General Requirements of the Project Manual governs the execution of all Specification Sections within Divisions 2 through 16. 1.02 DESCRIPTION A. This Section identifies each Alternative by number, and describes the basic changes to be incorporated into the Work, only when that Alternative is made a part of the Work in writing by Owner. B. Referenced Sections of Specifications stipulate pertinent requirements for products and methods to achieve the work stipulated under each Alternative. C. Coordinate pertinent related work and modify surrounding work as necessary to properly integrate work under each Alternative, and to provide complete construction required by Contract Documents. 1.03 DESCRIPTION OF ALTERNATIVES A. Alternative No. 1: In lieu of clear anodized aluminum frame for glass shower doors as specified in Section 10195, provide polished brass frame. B. Alternative No. 2: In lieu of wood windows specified in Section 08610, provide residential grade aluminum sliding windows with baked enamel finish. C. Alternative No. 3: In lieu of staining exterior rough timbers including trellis, exposed beams, joists and rafters as specified in Section 09900, provide painted finish as follows: 1. Type: Alkyd enamel. 2. Finish: Semi-gloss. 3. System: a. One coat Sinclair 289 Exterior Wood Primer (tinted). b. One coat Sinclair 250 Sash & Trim Enamel. END OF SECTION PROJECT 1896-06 (823-30) PAGE 01030-1 SECTION 01040 COORDINATION PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Division 1 - General Requirements of the Project Manual governs the execution of all Specification Sections within Divisions 2 through 16. 1.02 DESCRIPTION A. Coordinate scheduling, submittals, and work of the various sections of Specifications to assure efficient and orderly sequence of installation of construction elements/ with provisions for accommodating items to be installed later. B. Ensure that trades examine Drawings and Specifications covering his work and work of other trades which may affect performance of his work. Ensure that all trades verify dimensions on site prior to fabrication of components and inspect substrate prior to installation. C. Coordinate sequence of Work to accommodate Owner occupancy as specified in Section 01010. 1.03 COORDINATION OP SUBMITTALS A. Schedule and coordinate submittals specified in Section 01300. B. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service equipment. C. Prepare composite drawings incorporating information from mechanical, plumbing, and fire protection item and fully coordinate work. D. Coordinate requests for substitutions to assure compatibility of space, of operating elements, and effect on work of other sections. 1.04 COORDINATION OP SPACE A. Coordinate use of Project space and sequence of installation of mechanical and electrical work which is indicated diagrammatically on Drawings. Follow routings shown for pipes, ducts, and conduits as PROJECT 1896-06 (818-25) PAGE 01040-1 closely as practicable, with due allowance for available physical space; make runs parallel with lines of building. Utilize space efficiently to maximize accessibility for other installations, for maintenance/ and for repairs. B. In finished areas except as otherwise shown conceal pipes, ducts, and wiring in the construction. Coordinate locations of fixtures and outlets with finish elements. 1.05 COORDINATION OP CONTRACT CLOSEOUT A. Coordinate completion and cleanup of work of separate sections in preparation for Owner partial occupancy designated in Section 01010 and for Substantial Completion. B. After Owner occupancy of premises, coordinate access to site by various sections for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of Owner's activities. C. Assemble and coordinate closeout submittals specified in Section 01700. 1.06 CUTTING AND PATCHING A. Execute cutting, fitting, and patching, including attendant excavation and backfill, required to complete Work and to: 1. Make several parts fit together properly. 2. Uncover portions of Work to make provisions for installation of ill-timed work. 3. Remove and replace defective work. 4. Remove and replace work not conforming to requirements of Contract Documents. 5. Remove samples of installed work as specified for testing. 6. Make routine penetrations of non-structural surfaces for installation of piping and electrical conduit. 7. Uncover work to allow for Architect's observation of covered work which has been covered up prior to required observation of Architect. B. Submit written request to Architect ten days in advance of executing cutting or alteration other than required by Contract Documents which affects: 1. Structural value or integrity of any element of Project. 2. Integrity or effectiveness of weather-exposed or moisture-resistant elements or systems. PROJECT 1896-06 (818-25) PAGE 01040-2 3. Efficiency, operation life, maintenance, or safety of operational elements. 4. Visual qualities of sight-exposed elements. C. Include in Request: 1. Identification of Project. 2. Description of affected work. 3. Necessity for cutting, alteration, or excavation. 4. Effect on work or on structural or weatherproof integrity of Project. 5. Effect on any Separate Contractor. 6. Description of proposed work: a. Scope of cutting, patching, alteration, or excavation. b. Trades who will execute work. c. Products proposed to be used. d. Extent of refinishing to be done. e. Alternatives to cutting and patching. f. Cost proposal, when applicable. 7. Written permission of any Separate Contractor whose work will be affected. D. Submit written notice to Architect designating date and time work will be uncovered or altered. E. Comply with specifications and standards for each specific product involved. Should conditions of work or schedule indicate change of products from original installation, submit a request for substitution as specified in Section 01630. F. Inspect existing conditions of Project, including elements subject to damage or to movement during cutting, patching, excavation, and backfilling. After uncovering work, inspect conditions affecting installation of products, or performance of work. G. Report unsatisfactory or questionable conditions to Architect in writing. Do not proceed with work until Architect has furnished further instructions. H. Provide adequate temporary support as necessary to assure structural value or integrity of affected portion of the Work. Provide devices and methods to protect other portions of Project from damage. Provide protection from elements for portion of Project which may be exposed by cutting and patching work, and maintain excavations free from water. I. Execute cutting and demolition by methods which will prevent damage to other work, and will produce proper surfaces to receive installation of repairs. Execute excavating and backfilling by methods which will prevent settlement or damage to other work. PROJECT 1896-06 (818-25) PAGE 01040-3 J. Execute fitting and adjustment of products to produce finished installation to comply with specified products, functions, tolerances, and finishes. K. Restore work which has been cut or removed. Install new products to complete Work in accord with requirements of Contract Documents. L. Fit work airtight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. Where fire rated separations are penetrated by pipes, sleeves, or other inserts, fill space around pipe or insert with material with physical characteristics equivalent to fire resistance requirement of penetrated surface. M. Refinish entire surfaces to produce finish flush with and match adjacent finishes: 1. For continuous surfaces, refinish to nearest intersection. 2. For an assembly, refinish entire unit. END OF SECTION PROJECT 1896-06 (818-25) PAGE 01040-4 SECTION 01060 REGULATORY REQUIREMENTS 1.01 RELATED REQUIREMENTS A. Division 1 - General Requirements of the Project Manual governs the execution of all Specification Sections within Divisions 2 through 16. 1.02 CODES A. Perform Work in compliance with following: 1. Uniform Building Code, 1982 Edition. 2. National Plumbing Code. 3. National Electrical Code. B. Where references are made on Drawings or in Specifications to codes, they shall be considered an integral part of Contract Documents as minimum requirements. Nothing contained in the Contract Documents shall be so construed as to be in conflict with any law, by-law, or regulation of the municipal, State, Federal, or other authorities having jurisdiction. 1.03 FIRE RATINGS A. Where material, component, or assembly is required to be fire rated, fire rating shall be determined by one of following or may be nationally recognized laboratory acceptable to Architect and governing authorities. 1. Underwriters Laboratories, Inc. 2. Factory Mutual Laboratories. 3. The National Board of Fire Underwriters. 4. California Fire Marshall. B. Where reference is made to only one testing authority, fire rating as determined by an acceptable laboratory shall be considered for substitution in accordance with Section 01630. END OF SECTION PROJECT 1896-06 (817-20) PAGE 01060-1 SECTION 01075 DEFINITIONS, ABBREVIATIONS AND REFERENCE STANDARDS 1.01 RELATED REQUIREMENTS A. Division 1 - General Requirements of the Project Manual governs the execution of all Specification Sections within Divisions 2 through 16. 1.02 DEFINITIONS A. Directed, designated, selected, or word of similar import: Direction, designation, selection or similar action of Architect is intended unless stated otherwise. B. Require and words of similar import: As required to complete the Work and as required by Architect, unless stated otherwise. C. Perform: Contractor, at his expense, shall perform operations necessary to complete Work, including furnishing of necessary labor, tools and equipment, and further including furnishing and installing of materials indicated, specified or required to complete such performance. D. Provide: Contractor, at his expense, shall furnish and install Work, complete in place and ready for use, including furnishing of necessary labor, materials, tools, equipment and transportation. Definitions apply same to future, present and past tenses, except word "provide" may mean "contingent upon" where such is context. E. Other acceptable manufacture, equal, acceptable equal, equivalent and words of similar import: It shall be understood such words are followed by expression "in opinion of Architect" unless stated otherwise. F. Acceptable, acceptance or words of similar import: Acceptance or similar import of Architect is intended unless stated otherwise. G. At no extra cost to Owner, with no extra compensation to Contractor, at Contractor's expense, or terms of similar import: Such terms shall be understood to mean that Contractor shall perform or provide specified operation of Work at no increase to Contract Sum stated in executed Contract. PROJECT 1896-06 (818-23) PAGE 01075-1 H. NIC: Work of this Project which is not being performed or provided as part of Contract; term shall mean "Not in This Contract" or "Not a Part of the Work to be Performed or Provided by Contractor". "NIC" Work is indicated as aid to Contractor in scheduling amount of time and materials necessary for completion of Contract. 1.03 SENTENCE STRUCTURE A. Specifications are written in modified brief style. In general, words "the", "a", "an", "shall", "shall be", and "all" are not used. Requirements indicated and specified apply to all work of same kind, class and type, even though word "all" is not stated. B. Simple imperative mood of sentence structure is used in Specification Sections which places verb as first word in sentence. Where such words as "perform", "provide", "install", "erect", "furnish", "connect", "test", or words of similar import are used, it shall be understood that such words include meaning of phrase "The Contractor shall". C. Standard paragraph titles and other identifications of subject matter in Specifications are intended as aid in locating and recognizing various requirements in Specifications. Titles do not define, limit, or otherwise restrict Specification text. Capitalizing of words in text does not signify or mean that such words convey special or unique meanings having precedence over other part of Contract Documents. Specification text shall govern over titling and shall be understood to be interpreted as a whole. 1.04 ORGANIZATION, SOCIETY, AND OTHER STANDARD ABBREVIATIONS A. Publications of organizations, societies, institutes, federal and local agencies, and other similar associations are referred in Contract Documents by following abbreviated designations: Acoustical & Insulating Materials Association AIMA Air Conditioning and Refrigeration Institute ARI Air Filter Institute API Air Moving and Conditioning Association AMCA Aluminum Association AA American Association of Nurserymen AAN American Association of State Highway and Transportation Officials AASHTO American Boiler Manufacturer's Association ABMA American Concrete Institute ACI American Gas Association AGA American Institute of Architects AIA PROJECT 1896-06 (818-23) PAGE 01075-2 American Institute of Steel Construction AISC American Iron and Steel Institute AISI American National Standards Institute ANSI American Petroleum Institute API American Plywood Association APA American Society for Testing and Materials ASTM American Society of Civil Engineers ASCE American Society of Heating, Refrigerating, and Air Conditioning Engineers, Inc. ASHRAE American Society of Mechanical Engineers ASME American Society of Sanitary Engineering ASSE American Water Works Association AWWA American Welding Society AWS American Woodwork Institute AWI American Wood Preserver's Association AWPA Anti-Friction Bearing Manufacturers Association, Inc. AFBMA Architectural Aluminum Manufacturer's Association AAMA Associated Air Balance Council AABC Brick Institute of America BIA Building Stone Institute BSI California Redwood Association CRA Cast Iron Pipe Institute CI Cast Iron Soil Pipe Institute CISPI Certified Ballast Manufacturers CBM Chain Link Fence Manufacturers Institute CLFMI Commercial Standards CS Concrete Reinforcing Steel Institute CRSI Construction Specifications Institute CSI Cooling Tower Institute CTI Copper Development Association CDA Electrical Testing Laboratories ETL Factory Insurance Association FIA Factory Mutual FM Federal Specifications FS Flat Glass Marketing Association F6MA Illuminating Engineering Society IES Indiana Limestone Institute of America, Inc. ILI Industrial Risk Insurers IRI Insulating Glass Certification Council IGCC Institute of Boiler and Radiator Manufacturers IBR Institute of Electrical and Electronics Engineers IEEE Instrument Society of America ISA Insulated Power Cable Engineers Association IPCEA Insurance Services Organization ISO International Association of Plumbing and Mechanical Officials IAPMO International Standards Association ISA Marble Institute of America MIA PROJECT 1896-06 (818-23) PAGE 01075-3 Manufacturer's Standardization Society of the Valve & Pitting Industry MSSVFI Mechanical Contractors Association of America MCAA Metal Lath Association MLA Metal Lath/Steel Framing Association MLSFA Military Specification MIL National Association of Fan Manufacturers NAFM National Board of Fire Underwriters NBFU National Builders Hardware Association NBHA National Building Granite Quarries Association, Inc. NBGQA National Bureau of Standards NBS National Electric Code NEC National Electrical Manufacturers Association NEMA National Fire Code NFC National Fire Protection Association NFPA National Forest Products Association NFPA National Hardwood Lumber Association NHLA National Ready-Mix Cement Association NRMCA National Sanitation Foundation NSF National Woodwork Manufacturers Association NWMA Painting and Decorating Contractors of America PDCA Plumbing and Drainage Institute PDI Porcelain Enamel Institute PEI Portland Cement Association PCA Precast Concrete Institute PCI Product Standards PS Sealed Insulated Glass Manufacturers Association SIGMA Sheet Metal and Air Conditioning Contractors National Association SMACNA Simplified Practice Recommendations, US Department of Commerce SPR Southern Pine Inspection Bureau SIB Steel Boiler Institute SBI Steel Deck Institute SDI Steel Door Institute SDI Steel Joist Institute SJI Steel Structures Painting Council SSPC Tile Council of America TCA Tubular Exchangers Manufacturers Association TEMA Underwriters Laboratories UL Uniform Building Code UBC Uniform Plumbing Code UPC United states Department of Agriculture USDA United states Department of Commerce USDC United States Public Health Service USPHS West Coast Lumber Inspection Bureau WCLIB Western Wood Products Association WWPA PROJECT 1896-06 (818-23)PAGE 01075-4 1.05 GENERAL SPECIFICATION ABBREVIATIONS British Thermal Unit Btu Brake Horsepower bhp Cast Iron ci Cubic Feet per Minute cfm Cubic Foot cu. ft, Degree deg. Diameter dia. Feet per Second £ps Gallon gal. Gallons per Minute gpm Gauge or Gage ga. Horsepower hp Hour hr. Inside Diameter i.d. Iron Pipe Size ips Kilowatt kw Millimeter mm On center o.c. Ounce oz. Outside Diameter o.d. Polyvinylchloride pvc Pound Ib. Pounds per Cubic Foot pcf Pounds per Square Foot psf Pounds per Square Inch psi Pounds per Square Inch Gauge psig Revolutions per Minute rpm Square Foot sq. ft. Square Inch sq. in. 1.06 REFERENCE STANDARDS A. Publications of organizations and societies listed in individual Specification Sections shall be considered integral part of Contract Documents to extent referenced. B. Publications are referred to in text by basic designation only with organizations and societies referenced by abbreviations indicated. C. When standard is referred to in individual Specification Section but is not listed by title and date, it shall be considered to be latest edition with supplements or amendments at date of Project Manual issuance. D. Make available at site, copies of referenced documents as Architect or Owner may request. END OF SECTION PROJECT 1896-06 (818-23) PAGE 01075-5 SECTION 01200 PROJECT MEETINGS 1.01 RELATED REQUIREMENTS A. Division 1 - General Requirements of the Project Manual governs the execution of all Specification Sections within Divisions 2 through 16. 1.02 REQUIREMENTS INCLUDED A. Contractor shall schedule and administer periodic progress meetings, specially called meetings and conferences throughout progress of Work. 1. Prepare agenda for meetings. 2. Distribute written notice of each meeting four working days minimum in advance of meeting date. 3. Make physical arrangements for meetings. 4. Preside at meetings. 5. Record minutes and attendees; include significant proceedings and decisions. 6. Reproduce and distribute copies of minutes after each meeting to participants in meeting and to parties affected by decisions made at meeting. 7. Furnish four copies of minutes to Architect and one copy to all other participants. B. Representatives of Contractors, subcontractors, and suppliers attending meetings shall be qualified and authorized to act on behalf of entity each represents. C. Architect may attend meetings to ascertain that Work is expedited consistent with Contract Documents andconstruction schedules. D. Owner's Representative may be present at meetings and may propose agenda items. 1.03 PROGRESS MEETINGS A. Schedule regular periodic meetings, as necessary. B. Hold called meetings as necessary by progress of Work. C. Attendance: 1. Owner's representatives. 2. Architect and his consultants as needed. 3. Contractor's superintendent. 4. Subcontractors as appropriate to agenda. 5. Others as appropriate to agenda. PROJECT 1896-06 (818-23) PAGE 01200-1 Suggested Agenda: 1. Review, approval of minutes of previous meeting. 2. Review of work progress since previous meeting. 3. Field observations, problems, conflicts. 4. Problems which impede Construction Schedule. 5. Review of off-site fabrication, delivery schedules, 6. Corrective measures and procedures to regain projected schedule. 7. Revisions to Construction Schedule. 8. Progress schedule for succeeding work period. 9. Coordination of schedules. 10. Review submittal schedules and status of submittals. 11. Maintenance of quality standards. 12. Pending changes and substitutions. 13. Review proposed changes for effect on construction schedule, on completion, date, and effect on other contracts of Project. 14. Other business. END OF SECTION PROJECT 1896-06 (818-23) PAGE 01200-2 SECTION 01300 SUBMITTALS 1.01 RELATED REQUIREMENTS A. Division 1 - General Requirements of the Project Manual governs the execution of all Specification Sections within Divisions 2 through 16. 1.02 PROGRESS SCHEDULE A. Prepare estimated construction progress schedule and deliver to Architect, for submittal to Owner. Submit revised progress schedules periodically. Instruct recipients to report, promptly in writing, of problems anticipated by projections shown in schedules. B. Prepare in form of horizontal bar chart. Arrange by chronological order of start of each item of work. C. Include complete sequence of construction by activity: 1. Dates for beginning and completion of each major element of construction. 2. Product procurement and delivery dates. 3. Final completion date. D. Identify work of separate floors, separate phases, or other logically grouped activities. E. Show projected percentage of completion for each item of work as of first day of each month. F. Furnish subschedules to define critical portions of entire schedule. G. Furnish separate schedule listing submittals required by various specification Sections for shop drawings, product data, and samples. Indicate sequence of submittals and dates required, include dates reviewed submittals will be required from Architect. Indicate decision dates for selection of finishes and colors. H. Progress Revisions: 1. Show changes occurring since previous submission. 2. Indicate progress of each activity. 3. Show completion dates. 4. Furnish narrative report as needed to define: a. Problem areas, anticipated delays, and impact on schedule. b. Corrective action recommended and effect. PROJECT 1896-06 (818-25) PAGE 01300-1 I. Submit number of copies required by Contractor plus four copies to be retained by Architect. J. Distribute copies of reviewed schedules to job-site file, subcontractors, and other concerned parties. 1.03 PRODUCT DATA, SHOP DRAWINGS, AND SAMPLES A. Submit shop drawings, product data, and samples concurrently as required by Contract Documents and as reasonably requested by Architect. B. Prepare and submit to Architect, list of submittals required by each Specification Section. C. Designate in schedule dates for submission and dates that reviewed shop drawings, product data, and samples will be needed. D. Product Data: 1. Clearly mark each copy to identify pertinent products or models. 2. Show performance characteristics and capacities. 3. Show dimensions and clearances required. 4. Show wiring or piping diagrams and controls. 5. Indicate finish. 6. Modify manufacturer's standard schematic drawings and diagrams to delete information which is not applicable to work. 7. Supplement standard information to furnish information specifically applicable to work. E. Shop Drawings: 1. Present drawings in clear and thorough manner. 2. Identify details by reference to sheet and detail, schedule or room numbers shown on Contract Drawings. 3. Consecutively number shop drawings for each section of Work and retain numbering system throughout all revisions. 4. Show detail, materials, dimensions, thicknesses, methods of assembly, attachments, relation to adjoining Work, and other pertinent data and information. 5. Verify dimensions and field conditions. 6. Clearly indicate field dimensions and field conditions. 7. Check and coordinate shop drawings of any section or trade with requirements of other sections or trades, as related thereto, and as required for proper and complete installation of work. 8. Prepare composite shop drawings and installation layouts when necessary or requested to depict proposed solutions for tight field conditions. PROJECT 1896-06 (818-25) PAGE 01300-2 9. Coordinate in field and with affected subcontractors for proper relationship to work of other trades based on field conditions. F. Samples: 1. Office samples shall be of sufficient size and quantity to clearly illustrate functional characteristics of product with integrally related parts and attachment devices and full range of color, texture, and pattern. 2. Pay costs of samples and prepay delivery charges. G. Contractor Review: 1. Review submittals prior to transmittal. 2. Apply Contractor's stamp to submittals, initialed or signed by authorized person and dated, certifying to review of submittal, verification of products, field measurements and field construction criteria, and coordination of information within submittal with requirements of work and of Contract Documents. 3. Submittals without Contractor's stamp will be returned without disposition. 4. Delays resulting therefrom shall be Contractor'sresponsibility. H. Submission Requirements: 1. Make submittals promptly in accordance with established schedule. 2. Submittals shall be made by Contractor only. 3. Number of Submittals Required: a. Product data: Submit copies Contractor requires, plus two which will be retained by Architect. b. Shop drawings: Submit one reproducible transparency and two opaque reproductions; submit one additional opaque reproduction for civil, structural, mechanical, electrical, orlandscaping work. c. Samples: Submit minimum of two sets. 4. Submittals or accompanying transmittal letter shall contain: a. Date of submission, and dates of previous submissions when applicable. b. Project title and number. c. Contract identification. d. Names of Contractor, supplier, and manufacturer. e. Identification of product with Specification Section number. f. Field dimensions, clearly identified as such. g. Relation to adjacent or critical features of work of materials. PROJECT 1896-06 (818-25) PAGE 01300-3 h. Applicable standards, such as ASTM or Federal Specification numbers. i. Identification of revisions on resubmittals. 3. Additional information as required by Contract Documents. k. Blank space for Contractor's and Architect's stamps* 1. Contractor's stamp. 5. Clearly identify on submittals, or in writing at time of submission, deviations in submittals from requirements of Contract Documents. 6. Contractor's responsibility for deviations in submittals from requirements of Contract Documents is not relieved by Architect's review of submittals unless Architect gives written acceptance of specific deviations. I. Resubmission Requirements: 1. Revise, initial drawings or data, and resubmit as specified for initial submittal. 2. Make corrections or changes in submittals required by Architect, mark number of submission, and resubmit until accepted. 3. Indicate changes which have been made other than those requested by Architect. 4. Remove samples which are "rejected* or designated as "resubmit". 5. Submit new samples as required for initial submittal. J. Architect's Duties: 1. Review submittals with reasonable promptness and in accord with schedule. 2. Affix stamp and initials or signature, and indicate requirements for resubmittal, or acceptance of submittal. 3. Return submittals to Contractor for distribution or for resubmission. 1.04 MOCK-UPS A. Construct mock-ups for Archiect's visual examination, for quality control, and performance of required testing. B. Erect at Project site at location acceptable to Architect. C. See respective Specification Section for size of area. D. Fabricate each mock-up complete and finished using materials, fabrication, and installation methods identical with those indicated for Work. PROJECT 1896-06 (818-25) PAGE 01300-4 E. Remove mock-ups at conclusion of Work or when acceptable to Architect if not incorporated into Work. 1.05 SCHEDULE OF VALUES A. Submit to Architect schedule of values allocated to various portions of Work within 14 days after Notice to Proceed. Upon request of Architect, support values with data which will substantiate their correctness. B. Type schedule on 8 1/2" x 11" white bond paper or use AIA Form G703. Contractor's standard forms and automated printout will be considered by Architect upon Contractor's request. C. Identify schedule with title of Project, location, and Project number, name and address of Contractor, Contract designation, and date of submission. D. Schedule shall list installed value of component parts of Work in sufficient detail to serve as basis for computing values for progress payments during construction. E. Follow table of contents of Project Manual as format for listing component items. Identify each line item with number and title of respective Specification Section. For each major line item, list sub-values of major products or operations under item. F. For various portions of work, each item shall include directly proportional amount of Contractor's overhead and profit; and for items on which progress payments will be requested for stored materials, break down value into cost of materials, delivered and unloaded with taxes paid, and total installed value. 6. Itemize separate line item cost for each of following general cost items: 1. Field supervision and layout. 2. Temporary facilities and controls. 3. Performance and Payment Bonds. H. Submit quantities of designated materials. List quantities of materials specified under unit price allowances. I. Sum of all values listed in schedule shall equal total Contract Sum. J. After review by Architect, revise and resubmit schedule as necessary. Resubmit revised schedule monthly in same manner. PROJECT 1896-06 (818-25) PAGE 01300-5 1.06 CONSTRUCTION PHOTOGRAPHS A. Employ photographer to take construction record photographs periodically during course of work. B. Photographer shall be qualified as commercial photographer, engaged as professional in business for period of not less than three years. Employ photographer only after review of his qualifications by Architect. C. Submit qualifications and experience record of photographer. Submit examples of photographer's work, similar to that required. 0. Pay costs for specified photography and prints. Parties requiring additional photography or prints will pay photographer directly. E. Furnish construction photographs taken on commencement of Work and at monthly intervals until Substantial Completion of Project. F. Views and Quantities Required: 1. At each specified time, take photographs from six different views. 2. Furnish three prints of each view. 3. Architect shall have right to request fewer photographs be taken at certain intervals so that more photographs may be taken at other times, providing that total number of photographs remain same. G. Consult with Architect for instructions concerning views required at each specified visit to site. Photograph from locations to adequately illustrate condition of construction and state of progress. H. Prints: 1. Finish: Black and white neutral black image tone on white base, single weight; smooth glossy surface. 2. Size: 8" x 10". 3. Binding: 2" margin, placed on left hand of 10" side. 4. Negative will become property of Owner. 5. Polaroid prints are not acceptable. 1. Identify each print on back, listing time and date of exposure, location and orientation of view, project name and address of photographer, and photographer's numbered identification of exposure. PROJECT 1896-06 (818-25) PAGE 01300-6 J. Deliver prints as soon as processed. Deliver negatives to Owner. Deliver one set of prints to Architect and place two sets of prints in Project Record file as specified in Section 01700. K. Do not display photographs in technical publications without permission of Owner. END OP SECTION PROJECT 1896-06 (818-25) PAGE 01300-7 SECTION 01410 TESTING LABORATORY SERVICES 1.01 RELATED REQUIREMENTS A. Division 1 - General Requirements of the Project Manual governs the execution of all Specification Sections within Divisions 2 through 16. 1.02 REQUIREMENTS INCLUDED A. Owner will obtain and pay services of independent commercial testing laboratory, to perform inspection and testing specified in respective Specification Sections, except following services paid by Contractor. B. Contractor shall pay for services of independent commercial testing laboratory to perform following: 1. Design preliminary mix proposed for use for Portland cement concrete and other material mixes which require control by testing laboratory. 2. Tests required to establish optimum moisture of earth and base materials and to determine compactive effort to meet density requirements. 3. Tests to design stabilization of subgrade. 4. Additional samples and tests required for Contractor's convenience or when initial tests indicate work does not comply with Contract Documents. C. Employment of testing laboratory shall in no way relieve Contractor of his obligation to perform Work in accordance with requirements of Contract Documents. 1.03 QUALITY ASSURANCE A. Laboratory shall comply with requirements of ASTM E 329 and E 3740. B. Laboratory shall maintain full-time registered Engineer on staff to review services. C. Laboratory authorized to operate in State in which Project is located. D. Testing Equipment shall be calibrated at reasonable intervals with devices of accuracy traceable to either National Bureau of Standards or accepted values of natural physical constants. PROJECT 1896-06 (817-20) PAGE 01410-1 E. Laboratory is only required to have testing facilities for work included in this Project. 1.04 LABORATORY RESPONSIBILITIES A. Test samples of mixes submitted by Contractor. B. Cooperate with Architect and Contractor in performance of services. Furnish qualified personnel after due notice. C. Perform specified inspections, sampling/ and testing of products in accordance with specified standards. D. Ascertain compliance of materials with requirements of Contract Documents. E. Promptly notify Architect, Owner, and Contractor of observed irregularities or nonconformance of work or products. F. Perform additional inspections and tests as requested by Owner. G. Attend preconstruction conferences and progress meetings. 1.05 LABORATORY REPORTS A. After each inspection and test, promptly submit six copies of laboratory reports as follows: 1. Owner: One copy. 2. Architect: One copy. 3. Structural Engineer: One copy. 4. Contractor: Three copies. B. Each report shall include: 1. Date issued. 2. Project title and number. 3. Testing laboratory name, address, and telephone number. 4. Name of laboratory inspector. 5. Date and time of sampling or inspection. 6. Identification of product and Specification section. 7. Location in Project. 8. Type of inspection or test. 9. Date of test. 10. Results of tests. 11. Record of temperature and weather conditions. 12. Report unsatisfactory conditions or failure to comply with requirements of Contract Documents. PROJECT 1896-06 (817-20) PAGE 01410-2 C. When requested by Architect, provide interpretation of test results. 1.06 LIMITS OF LABORATORY AUTHORITY A. Laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents. B. Laboratory may not approve or accept any portion of Work. C. Laboratory may not assume any duties of Contractor. D. Laboratory has no authority to stop Work. 1.07 CONTRACTOR'S RESPONSIBILITY A. Deliver to laboratory at designated location adequate samples of materials proposed to be used which require testing, together with proposed mix designs. B. Cooperate with laboratory personnel, and provide access to work and to manufacturer's facilities. C. Furnish copies of products test or mill test reports or steel reports as required. D. Furnish incidental labor and facilities to provide access to Work to be tested, to obtain and handle samples at Project site or at source of product to be tested, to facilitate inspections and tests, and for storage and curing of test samples. E. Notify laboratory and Architect minimum of two days in advance of operations requiring inspection and testing services to allow for assignment of personnel and scheduling of tests. When tests or inspections cannot be performed after such notice, reimburse Owner for laboratory personnel and travel expenses incurred due to Contractor's negligence. END OF SECTION PROJECT 1896-06 (817-20) PAGE 01410-3 SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Division 1 - General Requirements of the Pro}ect Manual governs the execution of all Specification Sections within Divisions 2 through 16. 1.02 REQUIREMENTS INCLUDED A. Furnish, install, and maintain temporary utilities, construction facilities, and controls necessary for construction. Remove on completion of Work. B. Provide and maintain methods, equipment, and temporary construction, as necessary to provide controls over environmental conditions at construction site and related areas under Contractor's control. Remove physical evidence of temporary facilities at completion of Work. 1.03 QUALITY ASSURANCE A. Regulatory Requirements: Comply with National Electrical Code, and comply with local utility company requirements. PART 2 - PRODUCTS 2.01 MATERIALS A. Materials may be new or used, but must be adequate in capacity for required usage, must not create unsafe conditions, and must not violate requirements of applicable codes and standards. 2.02 TEMPORARY ELECTRICITY AND LIGHTING A. Provide connections to existing facilities, size to provide service required for power and lighting. Owner will pay costs of power used. B. Install circuit and branch wiring, with area distribution boxes located so that power and lighting is available throughout construction by use of construction-type power cords. PROJECT 1896-06 (818-23) PAGE 01500-1 C. Provide adequate artificial lighting for areas of work when natural light is not adequate for work, and for areas accessible to public. 2.03 TEMPORARY HEAT AND VENTILATION A. Prior to enclosure, provide heating as necessary to protect work, materials, and equipment against damage from dampness and cold. B. Provide temporary heat and ventilation as areas are closed-in as necessary to maintain minimum temperature of 55 degrees F (except where higher temperatures are specified in various Specification Sections), to facilitate progress of work, to meet specified minimum conditions for installation of materials, and to protect materials and finishes from damage due to temperature or humidity. C. Provide adequate forced ventilation of enclosed areas for curing of installed materials, to disperse humidity, and to prevent hazardous accumulations of dust, fumes, vapors, or gases. D. Portable heaters shall be standard hot-air type units with electric blowers and safety controls. Solid fuel salamanders will not be permitted. E. Provide connections to existing facilities, extend and supplement with temporary units as required to comply with requirements. Pay all costs of installation, maintenance, operation and removal. Owner will pay costs of fuel used from existing system. 2.04 TEMPORARY WATER A. Make connections to existing facilities, provide water for construction purposes. Owner will pay costs of water used. B. Install branch piping with taps located so that water is available throughout construction by use of hoses. Protect and maintain piping, fittings, and hoses. 2.05 TEMPORARY SANITARY FACILITIES A. Furnish chemical type sanitary facilities in compliance with laws and regulations. B. Service, clean, and maintain facilities and enclosures. PROJECT 1896-06 (818-23) PAGE 01500-2 2.06 TEMPORARY TELEPHONE SERVICE A. Arrange with local telephone service company/ provide direct line telephone service at construction site for use of personnel and employees. B. Service Required: One direct line instrument in field office. C. Pay costs of installation, maintenance and removal, and service charges. 2.07 TEMPORARY FIRE PROTECTION A. During construction, provide temporary fire protection in accordance with local Fire Protection Code and governing authorities. B. Take necessary precautions in welding or cutting operations to keep work area free of combustible material. Do not use welding equipment around flammable liquids or vapors. C. Keep welding and cutting equipment outdoors wherever possible. Remove welding and cutting equipment, wherever practical, from building daily. D. At completion of work operations, inspect work and ad}acent area for hazards. When work operation is near building opening, inspect areas above, below, or adjacent to work area for hazards. 2.08 CONSTRUCTION AND INSPECTION AIDS A. Provide scaffolds, staging, ladders, stairs, ramps, runways, platforms, railings, hoists, cranes, chutes, other facilities, and equipment required by personnel and to facilitate execution and inspection of work. 2.09 TEMPORARY ENCLOSURES A. Provide temporary weathertight enclosures of exterior walls for successive areas o'f building as work progresses as necessary to maintain acceptable workingconditions. B. Provide weather protection for interior materials, allow for effective temporary heating, and to prevent entry of unauthorized persons. C. Provide temporary exterior doors with hardware and padlocks. Enclosures shall be removable as necessary for work and for handling of materials. PROJECT 1896-06 (818-23) PAGE 01500-3 2.10 FENCING A. Open-Mesh Fence: 1. Galvanized chain link mesh, 2" x 2" maximum; galvanized steel angle iron or pipe post; with angle arm and three strands of barbed wire. 2. Minimum height: 6'-0". 2.11 BARRIERS A. Materials at Contractor's option, as appropriate to serve required purpose in protecting public and employees. 2.12 DRINKING WATER A. Furnish water for drinking for all connected with project work. B. Pipe or transport to keep clean and fresh. C. Serve from single service containers with paper cups or sanitary drinking fountains. 2.13 FIELD OFFICES A. Furnish, install, and maintain temporary field office during entire construction period for use of Contractor, Owner, and Architect. B. Field office shall be structurally sound, weathertight, with floors raised above ground. At Contractor's option, portable or mobile buildings may be used. Do not use mobile buildings for living quarters. C. Provide heating or air conditioning as dictated by outside temperature. 2.14 STORAGE SHEDS A. Provide storage sheds of adequate dimensions for storage and handling of products and requirements of various trades. B. Ventilation shall comply with specified and code requirements for products stored. C. Heat to maintain temperatures specified in respective Specification Sections for products stored. PROJECT 1896-06 (818-23) PAGE 01500-4 2.15 STAGING AREA A. Confine materials, products, equipment and temporary facilities within site limits. 2.16 DUST CONTROL A. Provide positive methods and apply dust control materials to minimize raising dust from construction operations, and provide positive means to prevent air-borne dust from dispersing into atmosphere. 2.17 WATER CONTROL A. Provide methods to control surface water to prevent damage to Project, site, or adjoining properties. Control fill, grading, and ditching to direct surface drainage away from excavations, pits, tunnels, and other construction areas; and to direct drainage to proper runoff. B. Provide, operate, and maintain hydraulic equipment of adequate capacity to control surface and water. C. Dispose of drainage water in a manner to prevent flooding, erosion, or other damage to any portion of site or to adjoining areas. 2.18 DEBRIS CONTROL A. Maintain areas under Contractor's control free of extraneous debris. B. Initiate and maintain a specific program to prevent, accumulation of debris at construction site, storage and parking areas, or along access roads and haul routes. 1. Provide containers for deposit of debris as specified in section 01561 - Construction Cleaning. 2. Prohibit overloading of trucks to prevent spillages on access and haul routes. 3. Provide periodic inspection of traffic areas to enforce requirements. C. Schedule periodic collection and disposal of debris as specified in Section 01561 - Construction Cleaning. Provide additional collections and disposals of debris whenever periodic schedule is inadequate to prevent accumulation. PROJECT 1896-06 (818-23) PAGE 01500-5 2.19 POLLUTION CONTROL A. Provide methods, means, and facilities required to prevent contamination of soil, water, or atmosphere by discharge of noxious substances from construction operations. B. Provide equipment and personnel, perform emergency measures required to contain any spillages, and to remove contaminated soil or liquids. Excavate and dispose of contaminated earth off site, and replace with suitable compacted fill and topsoil. C. Take special measures to prevent harmful substances from entering public waters. Prevent disposal of wastes, effluents, chemicals, or other such substances adjacent to streams, or in sanitary or storm sewers. D. Provide systems for control of atmospheric pollutants. Prevent toxic concentrations of chemicals. Prevent harmful dispersal of pollutants into atmosphere. 2.20 EROSION CONTROL A. Plan and execute construction and earthwork by methods to control surface drainage from cuts and fills, and from borrow and waste disposal areas, to prevent erosion and sedimentation. 1. Hold areas of bare soil exposed at one time to minimum. 2. Provide temporary control measures such as berms, dikes, and drains. B. Construct fills and waste areas by selective placement to eliminate surface silts or clays which will erode. C. Periodically inspect earthwork to detect any evidence of start of erosion, apply corrective measures as required to control erosion. PART 3 - EXECUTION 3.01 PREPARATION A. Review site conditions and factors which affect construction procedures and construction facilities, including adjacent properties and public facilities which may be affected by execution of work. PROJECT 1896-06 (818-23) PAGE 01500-6 3.02 INSTALLATION A. Maintain and operate systems to assure continuous service. Modify and extend systems as work progress requires. B. Install facilities of neat and reasonable uniform appearance, structurally adequate for required purposes. Maintain during entire construction period. C. Prior to start of work at Project site, install enclosure fence with locked entrance gates. 3.03 REMOVAL A. Completely remove temporary materials, equipment, barricades, and service when construction needs can be met by use of permanent construction and at completion of Project or as directed by Owner. 3.04 ADJUSTING A. Restore permanent facilities used for temporary services to original condition. B. Use air conditioning filters if units are operated during construction, maintain filters as necessary, and replace filters upon completion of job. C. Replace burned out lamps used in permanent fixtures during construction with new lamps. 3.05 CLEANING A. Clean and repair damage caused by installation or by use of temporary facilities. B. Remove foundations and underground installations for construction aids. C. Grade areas of site affected by temporary installations to required elevations and slopes. END OF SECTION PROJECT 1896-06 (818-23) PAGE 01500-7 SECTION 01561 CONSTRUCTION CLEANING PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Division 1 - General Requirements of the Project Manual governs the execution of all Specification Sections within Divisions 2 through 16. 1.02 REQUIREMENTS INCLUDED A. Execute cleaning during progress of work as required by General Conditions. B. Hazards Control: 1. Store volatile wastes in covered metal containers. 2. Remove containers from premises daily. 3. Prevent accumulation of wastes which create hazardous conditions. 4. Provide adequate ventilation during use of volatile or noxious substances. C. Conduct cleaning and disposal operations to comply with local ordinances and anti-pollution laws: 1. Do not burn or bury rubbish and waste materials on Project site. 2. Do not dispose of wastes into streams or waterways. 3. Do not dispose of volatile wastes such as mineral spirits, oil, or paint thinner in storm or sanitary drains. PART 2 - PRODUCTS 2.01 MATERIALS A. Use cleaning materials recommended by manufacturer of surface to be cleaned. B. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. C. Use cleaning materials which will not create hazards to health or property and which will not damage surfaces. D. See each Specification Section for specific products. PROJECT 1896-06 (817-20) PAGE 01561-1 PART 3 - EXECUTION 3.01 CLEANING DURING CONSTRUCTION A. Execute periodic cleaning to keep building, grounds, and public properties free of accumulations of waste materials, rubbish, and wind blown debris resulting from construction operations. B. Furnish on-site containers for collection of waste materials, debris, and rubbish. C. Remove waste material, debris, and rubbish from site weekly. D. Do not drop or throw materials from heights. 3.02 DUST CONTROL A. Clean interior building areas prior to start of finish painting or special coatings. B. Wet down materials and rubbish to prevent blowing dust. C. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet, newly painted surfaces. D. Continue cleaning on as-needed basis until building is ready for Substantial Completion. END OF SECTION PROJECT 1896-06 (817-20) PAGE 01561-2 SECTION 01605 MATERIAL AND EQUIPMENT REQUIREMENTS 1.01 RELATED REQUIREMENTS A. Division 1 - General Requirements of the Project Manual governs the execution of all Specification Sections within Divisions 2 through 16. 1.02 MATERIAL AND EQUIPMENT INCORPORATED INTO WORK A. Comply with applicable specifications and standards. B. Comply with size, make, type, and quality specified or as specifically accepted in writing by Architect. C. Design, fabricate, assemble, and install products in accordance with engineering and shop practices normal to trade. D. Manufacture like parts of duplicate units to standard interchangeable sizes and gages. Two or more items of same kind shall be identical, by same manufacturer. E. Products shall be suitable for service conditions. F. Equipment capacities, sizes and dimensions shown or specified shall be adhered to unless variations are specifically accepted in writing. 6. Do not use material or equipment for any purpose other than that for which it is designed or is specified. 1.03 IDENTIFICATIONS AND NAMEPLATES A. Nameplates, trademarks, and other identifying marks on manufactured and fabricated items are not permitted on surfaces exposed to view in public spaces. This does not apply to UL labels. 1.04 MANUFACTURER'S INSTRUCTIONS A. When Contract Documents require that installation of work shall comply with manufacturer's printed instructions, obtain and distribute copies of instructions to parties involved in installation, including two copies to Architect, prior to commencing work. PROJECT 1896-06 (817-20) PAGE 01605-1 B. Maintain one set of complete instructions at job site during installation and until completion. C. Maintain copies for Project Record Documents. D. Handle/ install, connect, clean, condition, and adjust products in strict accord with manufacturer's instructions and in conformity with specified requirements. E. Should job conditions or specified requirements conflict with manufacturer's instructions, notify Architect in writing for further instructions. Do not proceed with work without clear instructions. F. Perform work in accordance with manufacturer's instructions. Do not omit preparatory steps or installation procedures unless specifically modified or exempted by Contract Documents. 1.05 TRANSPORTATION AND HANDLING A. Arrange deliveries of products in accordance with construction schedules. Coordinate to avoid conflict with work and conditions at site. Avoid congesting traffic. B. Deliver products in undamaged condition, in manufacturer's original containers or packaging, with identifying labels intact and legible. C. Immediately upon delivery, inspect shipments to assure compliance with requirements of Contract Documents and accepted submittals, and that products are properly protected and undamaged. D. Promptly remove unsatisfactory materials from site. E. Furnish equipment and personnel to handle products by methods to prevent soiling or damage to products or packaging. 1.06 STORAGE A. Store materials subject to damage from exposure to weather in weathertight storage facilities of suitable size with floors raised above ground. Materials not subject to weather damage may be stored on blocks off ground. B. Store fabricated products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store products subject to damage by elements in weathertight enclosures. Maintain PROJECT 1896-06 (817-20) PAGE 01605-2 temperature and humidity within ranges required by manufacturer's instructions. C. Cover materials which are subject to deterioration with impervious sheet covering providing adequate ventilation to avoid condensation. 0. Store loose granular materials in well-drained area on solid surfaces to prevent mixing with foreign matter and cover during inclement weather. Store cementitious and clay products clear of earth or concrete floors, away from walls. E. Arrange storage in manner to permit easy access for inspections. F. Protect metal from damage, dirt, or dampness. Furnish flat, solid support for sheet products during storage. G. Make periodic inspections of stored materials to verify that products are maintained under specified conditions and are free from damage or deterioration. H. Do not use materials in work which have deteriorated, become damaged, or are otherwise unfit for use. 1. Store and mix paints in assigned room or area kept under lock and key. J. Remove oil, rags, and other combustible materials daily and take precautions to prevent fire hazards. K. Do not load structure during construction by storing materials with load greater than structure is calculated to bear safely. 1.07 PROTECTION A. Furnish protection against weather. Cover building openings to protect interior of building from weather. B. Maintain work, materials, apparatus, and fixtures free from damage. C. Protect items having factory finish to prevent damage to finish and equipment. D. At end of day's work, cover new work likely to be damaged or otherwise protect as necessary. E. After installation, secure substantial coverings as necessary to protect installed products from damage from traffic and subsequent construction operations. PROJECT 1896-06 (817-20) PAGE 01605-3 F. Remove protection when no longer needed. Upon completion of work, remove storage facilities from site. END OF SECTION PROJECT 1896-06 (817-20) PAGE 01605-4 SECTION 01630 PRODUCT OPTIONS AND SUBSTITUTIONS 1.01 RELATED REQUIREMENTS A. Division 1 - General Requirements of the Project Manual governs the execution of all Specification Sections within Divisions 2 through 16. 1.02 QUALITY ASSURANCE A. Where materials or equipment are specified by trade or brand name, it is not intention to discriminate against equivalent product of another manufacturer, except where specifically noted. B. Materials specified are to define standard of quality or performance and to establish basis for evaluation of proposals. 1.03 PRODUCT LIST SUBMITTAL A. Promptly submit to Architect list of products proposed for installation, including name of manufacturer and installing subcontractor. B. Tabulate products by Specifications Section number, title, and article number. C. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards. D. Architect will reply promptly in writing stating whether there is reasonable objection to listed items. Failure to object to listed item shall not constitute waiver of requirements of Contract Documents. 1.04 PRODUCT OPTIONS A. For products specified only by reference standards, select any product meeting standards, by any manufacturer. B. For products specified by naming several products or manufacturers, select any product and manufacturer named which complies with Specifications. C. When products are specified by only one manufacturer's model or performance criteria with reference to other acceptable manufacturers, other products must meet PROJECT 1896-06 (818-25) PAGE 01630-1 minimum performance criteria specified or meet quality of model specified. D. For products specified by naming one product or indicating option of selecting equivalent products by stating "or equal", "or other approved manufacturer", or other similar language, submit request as required for substitutions for any product of any manufacturer not specifically named. E. For products specified by naming only one product followed by stating "No substitutions", or other similar language, there is no option. 1.05 SUBSTITUTIONS A. Architect will consider written requests, only from Contractor, for substitution of products in place of those specified. B. Submit separate requests for substitutions for each product including complete data and samples substantiating compliance of proposed substitution with Contract Documents. Proposed substitutions shall state: 1. What difference, if any, will be made in Contract Sum for each substitution, should it be accepted. 2. Changes required in other elements of Work because of substitution. 3. Availability of maintenance service and source of replacement parts, as applicable. 4. When requested, test data from independent testing laboratory to show compliance with performance characteristics specified. C. Properties including but not limited to following, as applicable, will be considered: 1. Physical dimension requirements to satisfy space limitations. 2. Static and dynamic weight limitations, structural properties. 3. Audible noise levels. 4. Vibration generation. 5. Interchangeability of parts or components. 6. Accessibility for maintenance, possible removal or replacement. 7. Colors, textures, and compatibility with other materials, products, assemblies, and components. 8. Equipment capacities and performance characteristics. D. Substitutions will not be considered if: 1. They are indicated or implied on shop drawings or project data submittals without formal request. PROJECT 1896-06 (818-25) PAGE 01630-2 2. Acceptance will require substantial revision of Contract Documents. 3. Additional cost to Owner is involved. E. Should substitution be accepted under provisions of above clauses, and substitution subsequently proves defective or otherwise unsatisfactory for service for which it was intended, within warranty period, replace defective material with material specified at no additional cost to Owner. F. If proposed substitution is not accepted, provide specified product or material. 1.06 CONTRACTOR'S REPRESENTATION A. Request for substitution constitutes representation that Contractor: 1. Has investigated proposed product and determined that it is equal to or superior in all respects to that specified. 2. Will furnish same warranties or bonds for substitution as for product specified. 3. Will coordinate installation of accepted substitution into Work, and make such other changes as may be required to make Work complete in all respects. 4. Waives all claims for additional costs which may subsequently become apparent. 1.07 ARCHITECT'S DUTIES A. Architect will determine acceptability of proposed substitutions. B. Architect will review requests for substitutions with reasonable promptness and notify Contractor, in writing, of decision to accept or reject requested substitution. C. Review of Architect, acceptance or failure to take exceptions to substitutions or other review documents, shall not relieve Contractor of his responsibility for item actually meeting performance or other requirements of Contract Documents. END OF SECTION PROJECT 1896-06 (818-25) PAGE 01630-3 SECTION 01700 CONTRACT CLOSEOUT 1.01 RELATED REQUIREMENTS A. Division 1 - General Requirements of the Project Manual governs the execution of all Specification Sections within Divisions 2 through 16. 1.02 PROJECT RECORD DOCUMENTS A. For entire Project, maintain at jobsite: 1. Two copies of Drawings; Specifications; Addenda; shop drawings/ product data/ miscellaneous requested submittal data; change orders and other modifications to Contract; field orders/ field test/ or written instructions. 2. Two copies of transmittal letters. 3. Two sets of construction photographs. 4. One set of samples. B. Store documents and samples in Contractor's field office apart from documents used for construction. C. Maintain documents in clean/ dry, legible condition. Do not use record documents for construction purposes. D. Make documents available at all times for inspection by Architect and Owner. E. Label each document "PROJECT RECORD DOCUMENT" in 1" high printed letters. Keep record documents current. Do not conceal work until required information has been recorded. F. Drawings: 1. Obtain from Architect and pay reproduction costs of reproducible sepias and for keeping accurate records. 2. Legibly mark, in color code designated by Architect, to record actual construction: a. Depths of various elements of foundation in relation to finish first floor datum. b. Horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. c. Location of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of structure including access doors and panels, ductwork, all piping, conduit, mechanical and PROJECT 1896-06 (818-25) PAGE 01700-1 electrical equipment and associated work, concealed piping, conduit and equipment, including such items provided for future use. d. Field changes of dimension and detail. e. Changes made by field order or by change order. f. Details not on original Contract Drawings. 3. Prior to date of Final Acceptance, allowing sufficient time for review by Architect, clearly, neatly, and accurately transfer information from marked-up prints to reproducible sepia: a. Print lettering and numbers in size to mach original. b. Lines may be drawn freehand but shall be neat and accurate. c. Add Project Record Drawings at each drawing title block. d. Should extensive changes and deviations to drawing make information illegible, re-draft drawing. e. If missing any substantial information from Project Record Drawings according to Owner or Architect, provide to acceptance of Architect. 6. Specifications and Addenda: 1. Legibly mark up, in color code designated by Architect, each Specification Section to record: a. Manufacturer, trade name, catalog number, and supplier of each product and item of equipment actually installed. b. Changes made by change order or field order. c. Other matters not originally specified. H. Samples: Record on transmittal, if not indicated, manufacturer; trade name; catalog number; color; and supplier. I. Submittal: At Contract close-out, deliver Project Record Documents to Architect. 1.03 OPERATING AND MAINTENANCE DATA A. Compile product data and related information appropriate for Owner's maintenance and operation of products furnished under Contract. Prepare operating and maintenance data as specified in this Section and as referenced in other pertinent Specification Sections. B. Form of Submittals: 1. Prepare three instructional manuals containing data bound in commercial quality 3-ring binders with plastic covers. PROJECT 1896-06 (818-25) PAGE 01700-2 2. Organize with index tabs according to sequence of Specifications sections. 3. Identify each volume with type or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS", name Of Project, Contractor, and date of Substantial Completion. C. Content of Manual: 1. Arrange typewritten table of contents for each volume, in systematic order: a. A list of each product required to be included with name, address, and telephone number of Subcontractor or installer, maintenance contractor as appropriate, and local source of supply for parts and replacement. b. Identifying each product by product name and other identifying symbols. 2. Product Data: a. Include only those sheets which are pertinent to specific product with product clearly identified. b. Delete references to inapplicable information. 3. Drawings: a. Supplement product data with drawings as necessary to clearly illustrate relations of component parts of equipment and systems and control and flow diagrams. b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. 4. Written Text: As required to supplement product data for particular installation to provide logical sequence of instructions for each procedure. 5. Miscellaneous Data: a. Furnish copy of each warranty, bond, and service contract issued. b. Furnish proper procedures in event of failure and instances which might affect validity of warranties or bonds. D. Material and Finish Requirements: 1. Content for architectural products, applied materials, and finishes: a. Manufacturer's data giving full information on product including catalog number, size, and composition; color and texture designations; and information required for re-ordering special manufactured products. b. Instructions for care and maintenance including manufacturer's recommendation for types of cleaning agents and methods, cautions against cleaning agents and methods which are detrimental to product, and recommended schedule for cleaning and maintenance. PROJECT 1896-06 (818-25) PAGE 01700-3 2. Additional Requirements for Maintenance Data: Refer to respective Specification Sections. E. Equipment and Systems Requirements: 1. Content for each unit of equipment and system, as appropriate: a. Description of unit and component parts including function, normal operating characteristics, and limiting conditions; performance curves, engineering data, and tests; and complete nomenclature and commercial number of replaceable parts. b. Operating procedures including start-up, break-in, routine, and normal operating instructions; regulation, control, stopping, shut-down, and emergency instructions; summer and winter operating instructions; and special operating instructions. c. Maintenance procedures: Routine operations; guide to "trouble-shooting"; disassembly, repair, and reassembly; and alignment, adjusting, and checking. d. Servicing and lubrication schedule including list of lubricants required. e. Manufacturer's printed operating and maintenance instructions. f. Description of sequence of operation by control manufacturer. g. Original manufacturer's parts list, price lists, illustrations, assembly drawings and diagrams required for maintenance, predicted life of parts subject to wear, and items recommended to be stocked as spare parts. h. Control diagrams by controls manufacturer, i. Coordination drawings and color coded piping diagrams. 3. Charts of valve tag numbers, with location and function of each valve. k. Water treatment procedures and tests. 1. Final balancing reports for mechanical systems. 2. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts including function, normal operating characteristics, and limiting conditions; performance curves, engineering data, and tests; and complete nomenclature and commercial number of replaceable parts. b. Circuit directories of panelboards: Electrical service, controls, and communications. c. Color coded wiring diagrams. d. Operating procedures: Routine and normal operating instructions, sequences required, and special operating instructions. PROJECT 1896-06 (818-25) PAGE 01700-4 e. Maintenance procedures: Routine operations, guide to "trouble-shooting", disassembly, repair and reassembly, and adjustment and checking. f. Manufacturer's printed operating and maintenance instructions. g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage. 3. Include warning of detrimental maintenance practices. 4. Prepare and include additional data when need for such data becomes apparent during instruction of Owner's personnel or as required under pertinent Specification Sections. F. Submit completed manuals to Architect. 1.04 INSTRUCTION OF OWNER'S PERSONNEL A. Prior to final inspection or acceptance, fully instruct Owner's designated operating and maintenance personnel in operation, adjustment, and maintenance of products, equipment, and systems. Instructional period shall be carried out during continuous period of 30 days. B. Arrange for services of qualified manufacturers' representatives to fully instruct Owner on specialized portions of installation, such as refrigeration machines, boilers, automatic controls, water treatment, and electrical systems. C. Operating and maintenance manual shall constitute basis of instruction. Review contents of manual with personnel in full detail to explain all aspects of operations and maintenance. D. Return at first change of season for changeover from air conditioning to heating or heating to air conditioning. E. Submit a complete record of instructions as part of maintenance instructions and data book given to Owner. For each instructional period, supply following data: 1. Date. 2. System or equipment involved. 3. Names of persons giving instructions. 4. Other persons present. F. Owner shall be permitted trial usage of systems or parts of systems for purpose of testing and learning operational procedures. Trial usage shall not affect warranties nor be construed as acceptance. No claim for damage shall be made against Owner for damage or PROJECT 1896-06 (818-25) PAGE 01700-5 breakage to any part due to tests where such damage or breakage are caused by weakness, inadequacy of parts, defective materials, workmanship, or operation of any kind. 1.05 WARRANTIES AND BONDS A. Compile specified warranties and bonds. B. Co-execute submittals when so specified. Review submittals to verify compliance with Contract Documents. C. Submit to Architect for review and transmittal to Owner. D. Owner reserves right to make emergency repairs as required to keep equipment in operation without voiding Contractor's warranty or bond, or relieving Contractor of his responsibilities during contract, warranty, or warranty periods. *E. Submittal Requirements: 1. Assemble warranties, bonds, service contracts, and maintenance contracts, executed by each respective manufacturer, supplier, and subcontractor. 2. Number of Original Signed Copies Required: Two each. 3. Table of Contents: Neatly typed, in orderly sequence. 4. Furnish complete information for each item. a. Product or work item. b. Firm, with name of principal, address, and telephone number. c. Scope. d. Date of beginning of warranty, bond, or service and maintenance contract. e. Duration of warranty, bond or service maintenance contract. f. Furnish information for Owner's personnel: Proper procedure in case of failure and instances which might affect validity of warranty or bond. g. Contractor, name of responsible principal, address, and telephone number. F. Form of Submittals: 1. Prepare in duplicate packets and submit in binders. 2. Format: a. Size 8 1/2" x 11"; punch sheets for 3-ring binder and with larger sheets folded to fit into binders. PROJECT 1896-06 (818-25) PAGE 01700-6 b. Cover: Identify each packet with typed or printed title "WARRANTIES AND BONDS", title of Project; and name of Contractor. 3. Binders: Commercial quality, three-ring, with durable and cleanable plastic covers. G. Time of Submittals: 1. For equipment or components parts of equipment put into service during progress of construction, submit documents within 10 days after inspection and acceptance otherwise make submittals within 10 days after date of Substantial Completion, prior to final request for payment. 2. For items of work, where acceptance is delayed materially beyond date of Substantial Completion, furnish updated submittal within 10 days after acceptance, listing date of acceptance as start of warranty period. END OF SECTION PROJECT 1896-06 (818-25) PAGE 01700-7 SECTION 01710 FINAL CLEANING PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Division 1 - General Requirements of the Project Manual governs the execution of all Specification Sections within Divisions 2 through 16. 1.02 REQUIREMENTS INCLUDED A. Execute cleaning prior to final completion. PART 2 - PRODUCTS 2.01 MATERIALS A. Use cleaning materials and methods recommended by manufacturer of surface to be cleaned. B. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. C. Use cleaning materials which will not create hazards to health or property and which will not damage surfaces. PART 3 - EXECUTION 3.01 FINAL CLEANING A. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, and other foreign materials from sight-exposed interior and exterior surfaces. B. Remove temporary protection and labels not required to remain. C. Clean transparent and glossy materials to a polished condition; remove foreign substances. Polish reflective surfaces to a clear shine. D. Wash and shine glass, mirrors, and plastic laminate surfaces. E. Clean resilient flooring, stone flooring, ceramic tile, and other hard-surface flooring. PROJECT 1896-06 (818-25) PAGE 01710-1 P. Vacuum carpet and other soft surfaces. G. Clean surfaces of equipment; remove excess lubrication. H. Clean plumbing fixtures, drinking fountains, and related equipment to sanitary condition. I. Heating, Ventilating, and Air Conditioning Systems: 1. Clean permanent filters and replace disposable filters if units were operated during construction. 2. Clean ducts, blowers, and coils if units were operated without filters during construction. J. Clean light fixtures and lamps. Replace burned out lamps. K. Remove waste, debris, and surplus materials from site. Clean grounds; remove stains, spills, and foreign substances from paved areas and sweep clean. Rake clean other exterior surfaces. L. Repair, patch, and touch up marred surfaces to match adjacent surfaces. Replace broken or scratched glass. M. Prior to final completion, conduct inspection of sight-exposed interior surfaces, exterior surfaces, and work areas to verify that entire Work is clean. N. Leave Project clean and ready for occupancy. END OP SECTION PROJECT 1896-06 (818-25) PAGE 01710-2 SECTION 02517 BRICK PAVERS PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 SUBMITTALS A. Product Data: Submit manufacturer's descriptive data and installation instructions. B. Samples: 1. Submit samples of brick showing full color range for matching to existing. 2. Submit samples of grout colors for selection. PART 2 - PRODUCTS 2.01 MATERIALS A. Paving Brick: 1. ASTM C 216, Type FBS, Grade SW, or C 410, Type H. 2. Compressive strength: 12,000 psi average. 3. Absorption rate: 4%. 4. Size: 4" x 8". 5. Thickness: 3/4" minimum to 1 3/8" maximum. B. Portland Cement: ASTM C 150, Type I or III. C. Concrete Sand: ASTM C 33. D. Water: Clean and harmless to set and strength. E. Latex Thin Set Mortar Additive: 1. Quality: Comply with requirements for application properties of ANSI A118.4 and meeting following minimum physical properties. a. Compressive strength: 5000 psi mm. b. Bond strength: 500 psi mm. c. Water absorption: 4.0% max. d. Ozone resistance: 200 hrs. @ 200 ppm, no loss of strength. 2. Acceptable product: 4237, Laticrete. PROJECT 1896-06 (818-26) PAGE 02517-1 F. Latex Grout and Mortar Additive: 1. Quality: Comply with requirements of MIL-B-19235B YD and meeting following minimum physical properties: a. Compressive strength: 3000 psi minimum. b. Bond strength: 500 psi minimum. c. Water absorption: 4.0% maximum. d. Ozone resistance: 200 hours @ 200 ppm, no loss of strength. e. Smoke contribution factor: 0. f. Flame contribution factor: 0. 2. Acceptable products: a. 3701 Grout and Mortar Admixtures, Laticrete International/ Inc. b. Acrylbond, H. B. Fuller Co. G. Commercial Portland Cement Grout: 1. Quality: Color grouts containing mineral oxide pigments compatible for use with portland cement. 2. Color: As selected by Architect. 3. Acceptable products: a. Dry Bond Floor Grout and Joint Filler, Laticrete International, Inc. b. Hydroment, Upco Co. c. L&M Acid R Grout, L&M Surco Co. H. Sealer: As recommended by brick manufacturer. 2.02 MIXING A. Thin Bed Mortar and Slurry Bond Coat: 1. One bag portland cement, 94 Ibs. 2. 100 Ibs. concrete sand, 30-60 mesh. 3. Five gals, latex thin-set mortar additive; adjust quantity to produce proper consistency. B. Latex Grout: 1. 50 Ibs. factory mixed commercial portland cement grout, color as selected by Architect. 2. One gal. latex grout additive; adjust quantity to produce proper consistency. 3. Mix in accordance with manufacturer's instructions. PART 3 - EXECUTION 3.01 INSTALLATION A. Set brick with uniform joints, 3/8" minimum. B. Thin Bed Method: 1. Apply mortar with notched trowel using scraping motion to work material into good contact with surface to be covered. PROJECT 1896-06 (818-26) PAGE 02517-2 2. Apply only as much mortar as can be covered within 20 to 30 minutes, or while surface is still tacky. 3. Trowel small quantity of mortar or scraped onto back of each brick. 4. Set brick in place and rub or beat with small beating block. 5. Beat or rap to ensure proper bond and also to level surface. 6. Align brick to show uniform joints and allow to set until firm. C. Grouting and Calking: 1. Grout in accordance with manufacturer's instructions. 2. Pack joints full and free of voids and pits. 3. Clean excess mortar from surface with water as work progresses. D. Control Joints: 1. Install control joints where indicated on Drawings and following: a. Parallel to curbs and edging. b. At 90 degree angles or right turns. c. Around interruptions or restraining surfaces, such as perimeter walls, columns, and wall corners. 2. Conform to architectural details. 3. Rake or cut through control joints to setting bed. 3.02 CLEANING A. Remove mortar or grout droppings before hardening. B. Apply brick manufacturer's recommended cleaning solution with stiff brush. C. Apply finish coat of sealer in accordance with manufacturer's instructions. END OP SECTION PROJECT 1896-06 (818-26) PAGE 02517-3 SECTION 02520 CONCRETE BLOCK PAVING PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 SUBMITTALS A. Product Data: Submit manufacturer's descriptive data and installation instructions. B. Sample: Submit 12" square samples of paving block for selection. PART 2 - PRODUCTS 2.01 MATERIALS A. Portland Cement: ASTM C 150, Type II or III. B. Aggregate: ASTM C 33, fine and course. C. Air Entraining Agent: ASTM C 173, 4 to 6%. 2.02 MIX A. Concrete Strength: 5,000 psi at 28 days complying with ASTM C 39. B. Water Absorption: 5% minimum complying with ASTM C 97. 2.03 FABRICATION A. Preformed pavers in 12" square pavers, sandblasted finish, color as selected by Architect. PART 3 - EXECUTION 3.01 INSTALLATION A. Set pavers on bed of either undisturbed earth or fill compacted to 95% maximum dry density as determined by Modified Proctor Test + 4% optimum moisture in PROJECT 1896-06 (818-25) PAGE 02520-1 compliance with ASTM D 1557. Remove bed rocks or other materials which would create uneven bearing from setting bed. B. Fill voids with topsoil. Water with mist spray to settle. Add additional topsoil to bring topsoil flush with top of paver. END OF SECTION PROJECT 1896-06 (818-25) PAGE 02520-2 SECTION 04200 UNIT MASONRY PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 SUBMITTALS A. Product Data: Recommended cleaning agent and application procedures. B. Samples: Furnish two sets of five individual samples of brick showing extreme variations in color and texture. PART 2 - PRODUCTS 2.01 MATERIALS A. Face Brick: 1. ASTM C 216, Grade SW, Type FBS. 2. Color: Blending or matching existing buildings as determined by Architect. 3. Size: Modular. B. Concrete Block: 1. Hollow load-bearing units, ASTM C 90, Grade N general purpose, Type I moisture-controlled. 2. Sizes and shapes as indicated on drawings. 3. Provide lightweight aggregate units. C. Corrugated Veneer Ties: 16 ga., 7/8" x length required, galvanized. D. Horizontal Joint Reinforcing: 1. Continuous open-web welded wire trusses, 9 ga. side rods and diagonal ties, galvanized finish, welded at 16" intervals to continuous side rods forming truss design. 2. Prefabricated corner and intersecting units. 3. Size for single wythe construction. 4. Acceptable manufacturer: AA Wire Products Company. E. Metal Lath: Refer to Section 09200. PROJECT 1896-06 (823-30) PAGE 04200-1 F. Portland Cement: 1. ASTM C 150, Type I or Type III. 2. Use of masonry cement will not be permitted. G. Hydrated Lime: ASTM C 207, Type S. H. Lime Putty: Quicklime or hydrated lime complying with ASTM C 5 or ASTM C 207, Type S. I. Mortar Aggregates: ASTM C 144, free of clay or organic matter. J. Water: Clean and free of deleterious amounts of acids, alkalies, or organic matter. K. Cleaning Agents: As recommended by brick manufacturer. 2.02 MIXES A. Mortar Proportions: ASTM C 270, Type S, 1800 psi at 28 days. B. Mix mortar in accordance with requirements of BIA M 1. Add color in accordance with manufacturer's recommendations. C. Control batching procedure to ensure proper proportions by measuring materials by volume. Measurement by shovel will not be permitted. PART 3 - EXECUTION 3.01 INSTALLATION A. Set units plumb, true to line, and with level courses accurately spaced within allowable tolerances. Adjust masonry units to final position while mortar is soft and plastic. B. Where an adjustment must be made after mortar has started to harden, remove mortar and replace with fresh mortar. C. Do not install cracked, broken, or chipped masonry units. Do not pound corners and jambs to fit stretcher units after they are set in position. D. Bricks: 1. Lay with completely filled mortar joints. 2. Do not furrow bed joints. PROJECT 1896-06 (823-30) PAGE 04200-2 3. Butter ends of brick with sufficient mortar to fill head joints. 4. Rock closures into place with head joints thrown against two adjacent brick in place. 5. Pill vertical, longitudinal joints by shoving. E. Concrete Masonry Units: 1. Lay with full mortar coverage on horizontal and vertical face shells. 2. Provide full mortar coverage on horizontal and vertical face shells and webs where adjacent to cells or cavities to be filled with grout. F. Joining of Work: 1. Where fresh masonry joints partially set masonry, remove loose brick and mortar. 2. Clean and lightly wet exposed surface of set masonry. 3. Stop off horizontal run of masonry by racking back. 4. Toothing is not permitted. G. Tooling: Tool exposed joints when "thumb-print11 hard with round jointer, slightly larger than width of joint. H. Mortar Joint Thickness: 3/8". I. Cut out defective joints and holes in exposed masonry and repoint with mortar. 3.02 CLEANING A. Initially clean new exposed brick with stiff brushes and water. When cleaning agent is required, follow brick manufacturer's recommendations. Do not use acid. B. Remove efflorescence in accordance with brick manufacturer's recommendations. END OP SECTION PROJECT 1896-06 (823-30) PAGE 04200-3 SECTION 04435 CAST STONE PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 SUBMITTALS A. Samples: Submit 6" x 6" samples showing color and texture. PART 2 - PRODUCTS 2.01 MATERIALS A. Portland Cement: ASTM C 150, Type I, nonstaming, waterproof white cement equivalent to Atlas White Waterproofing Cement. B. Hydrated Lime: ASTM C 207, Type S, limestone containing 95% pure carbonate of lime. C. Quicklime: Pulverized or lump lime passing No. 20 sieve. D. Aggregate: Siliceous particles passing No. 8 mesh screen; uniformly graded from coarse to fine or silica sand with limestone screenings and masonary sand. E. Reinforcing Bars: ASTM A 615. F. Accessories: Galvanized steel or zinc coated anchors, angles, or other steel members required for attachment. 2.02 MIXING A. Compressive Strength: 5000 psi at 28 days. B. Obtain cement, aggregate, and water each from single source, to ensure uniformity of color. PROJECT 1896-06 (818-25) PAGE 04435-1 \ 2.03 FABRICATION A. Reinforce cast stone to sufficiently support its weight. B. Finish: Cast stone to produce smooth ground machine finish, not polished. C. Curing: 1. Controlled method of high-pressure steam, steam, vapor, or vacuum. 2. Maximum linear shrinkage after curing shall not exceed 0.3% measured by method equivalent to ASTM C 426. PART 3 - EXECUTION 3.01 INSTALLATION A. Coordinate application of water repellent coating specified in Section 07175. B. Set cast stone accurately, true to line, and level on full-thick mortar bed specified in Section 04210 with full flushed joints. C. Set heavy cast stone on lead or neoprene pads. D. All bed, horizontal, and vertical joints shall be uniform width. E. Rake mortar to depth of 3/4" from face of stone. Fill with backer rod and building sealant specified in Section 07900. END OF SECTION PROJECT 1896-06 (818-25) PAGE 04435-2 SECTION 04455 MARBLE PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 WORK INCLUDED A. Marble vanities. B. Miscellaneous marble trim. C. Marble thresholds. D. Sealing of joints. E. Provide accessories necessary to complete work. SUBMITTALS F. Shop Drawings: 1. Provide large scale details of construction. 2. Indicate profiles of members, jointing, fastening/ anchors, cut-outs, sinks, accessories, and related items. G. Samples: 1. Submit three sets of selected marble samples not less than 12" x 12" in size including full range of exposed color and texture expected in completed work. PART 2 - PRODUCTS 2.01 MATERIAL A. Marble For Vanities: 1. Complying with ASTM C 503; hard, non-absorbing, nonfading, sound stock. 2. Absorption: 0.75% maximum, in compliance with ASTM C 97. 3. Modulus of rupture: 1000 psi in compliance with ASTM C 99. 4. Abrasion resistance: 50 in compliance with ASTM C 241. 5. Acid resistance: 0.015" maximum in compliance with ASTM C 217. PROJECT 1896-06 (823-30) PAGE 04455-1 6. Compressive strength: 7500 psi minimum in compliance with ASTM C 170. 7. Color and finish: As selected by Interior Designer. B. Marble Threshold: 1. White Italian marble, honed finish. 2. Free from cracks, chips, stains, or other defects with uniform tone and color. C. Adhesives and Cements: Waterproof, permanent material which will not induce mildew and fungus growth, type as recommended by manufacturer of marble. 2.02 FABRICATION - GENERAL A. Stone Tolerances: 1. Tolerance on any dimension or tolerance on thickness: + or - 1/16". 2. Locations of openings: + or - 1/8". 3. Tolerances are not accumulative. B. Cut stone accurately to conform with shape and dimensions shown, with exposed surfaces true to line. C. Accurately and neatly cut, drill, and fit stone for hardware, outlets, fixtures, fittings, and other appurtenances abutting or extending through stone. D. Dress points straight and at 90 degree angles to the face. E. Comply with adhesive manufacturer's recommendations for mixing, spreading, and application for sealing of joints. 2.03 FABRICATION - VANITIES A. Fabricate work square and to required lines. B. Fabricate with backsplash, end splashes, and aprons to profiles indicated. C. Recess and conceal fasteners, connections, and reinforcing. D. Design and fabricate installation to allow for expansion and contraction of materials. E. Properly assemble with tight, hairline joints held rigidly in place. PROJECT 1896-06 (823-30) PAGE 04455-2 F. Provide cut-outs for sinks, plumbing fittings and services, bath accessories, and related items. 2.04 FABRICATION - THRESHOLDS A. Fabricate each unit as one piece assembly with beveled edges, full depth, and full width of frame. PART 3 - EXECUTION 3.01 INSTALLATION A. Set stone work level, plumb, square and true with joints, parallel and uniform. Align horizontal joints and vertical joints with each other. Chipped, broken, or blemished units will be rejected. B. Install vanities at locations indicated level, square, true to line, rigid, and secure. C. Set one piece threshold in adhesive without voids, full width of door opening. Point threshold base flush with adjoining tile floors. Cope ends to fit door frame profile. END OF SECTION PROJECT 1896-06 (823-30) PAGE 04455-3 SECTION 05500 METAL FABRICATIONS PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 SUBMITTALS A. Product Data: Submit manufacturer's dimension diagrams, anchor details, and installation instructions of prefabricated items. PART 2 - PRODUCTS 2.01 MATERIALS A. Stainless Steel: ASTM A 167, Type 302 or 304, No. 4 satin finish, 18 ga. B. Aluminum: ASTM B 221, Alloy 6063-T5 alloy as required for fabrication, mill finish. C. Steel Plates, Shapes, and Bars: ASTM A 36. D. Steel Pipe: 1. Interior: ASTM A 53, Type S, Grade A, black finish, schedule 40 standard weight. 2. Exterior: ASTM A 53, Type S, Grade A, hot-dipped galvanized. E. Fasteners: 1. Standard bolts and nuts: ASTM A 307, Grade A, regular hexagon head. 2. Lag bolts: FS FF-B-561, square head type. 3. Machine screws: FS FF-S-92, cadmium plated steel. 4. Wood screws: FS FF-S-111, flat head carbon steel. 5. Plain washers: FS FF-W-92, round, general assembly grade carbon steel. 6. Lock washers: FS FF-W-84, helical spring type carbon steel. 7. Anchorage devices: Expansion shields, FS FF-S-325. 8. Toggle bolts: Tumble-wing type, FS FF-B-588, type, class, and style as required. PROJECT 1896-06 (819-02) PAGE 05500-1 F. Galvanizing: 1. Iron and steel hardware: ASTM A 153. 2. Rolled, pressed, and forged steel shapes, plates, bars and strip 18 ga. thick and heavier: ASTM A 123. 3. Assembled steel products: ASTM A 386. G. Galvanizing Repair Paint: 1. High zinc dust content paint for regalvanizing welds in galvanized steel. 2. Comply with MIL-P-21035 (Ships), Galvalloy galvanizing compound, or ZRC by Sealtube Company. H. Shop Primer: Tnemec 10-99, modified alkyd, gray color, 2.5 mils dry film thickness minimum. I. Protective Coating: Alkyd type yellow zinc chromate complying with PS TT-P-641, Type II, or bituminous mastic complying with SSPC paint 12. J. Welding Materials: AWS 01.1, type required for materials being welded. K. Grout: 1. Nonmetallic, nonshrink type. 2. Acceptable product: 713, Master Builders. 2.02 FABRICATION A. Form materials to shapes with straight lines, sharp angles, and smooth curves. B. Shop fabricate work in assembly as large as practicable; minimize field splicing and assembly. Disassemble units as necessary for shipping and handling; clearly mark units for reassembly and coordinated installation. C. Weld permanent shop connections; comply with AWS 01.1. Continuously weld and grind smooth exposed welds. D. Punch or drill for temporary field connections and attachment of work by other trades. Use concealed fastening where practicable. E. Comply with AISI "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings". PROJECT 1896-06 (819-02) PAGE 05500-2 2.03 FABRICATED ITEMS A. Miscellaneous Steel Trim, Framing, and Supports: 1. Provide miscellaneous steel shapes to sizes profiles indicated to receive adjacent work or as required to complete work. 2. Continuously weld joints and grind smooth exposed edges. 3. Provide cutouts, fittings, and anchorages required for coordination of assembly and installation with other work. B. Loose Lintels: 1. Material: Structural steel. 2. Bearing length: Each end 8" minimum. 3. Bearing pad: Each end, 8" long x 8" deep solid or concrete filled masonry for full width of wall. 4. Bolt or weld at 2'-0" center to center all back to back angles greater than 6'-0" total length. C. Accessories: Furnish anchors, anchor slots/ sleeves, bolts, brackets, clips, inserts, angles, tubing, bar stock, plates, grating, break metal, and other miscellaneous metal necessary to cast in concrete or complete required work. D. Bird Screen: 1/2" size galvanized steel or 16 B&S aluminum. E. Closet Rods: 1. Rod: Stainless steel clad tubing, 1 1/16" o.d. equivalent to No. 660, Knape & Vogt. 2. Flange: Polished chrome finish, for 1 1/16" o.d. rod, equivalent to No. 734, Knape & Vogt. F. Shelf and Rod Supports: Heavy wrought steel with welded brace support both shelf and rod; prime painted, equivalent to No. 1195, Knape & Volt. 2.04 FINISH A. Galvanizing: 1. Galvanize clip angles, shelf angles, anchor bolts embedded or in contact with concrete or masonry, and exterior steel items. 2. Galvanize, after fabrication, in sections as large as possible. 3. Where field welding of galvanized material is necessary, wire brush welds clean and immediately apply galvanizing repair. B. Shop Painting: 1. Clean ferrous metal of scale, rust, oil, moisture, and dirt. PROJECT 1896-06 (819-02) PAGE 05500-3 2. Apply one shop coat primer to ferrous metals after fabrication. 3. Apply two shop coats of primer to ferrous metals that will be inaccessible after erection. PART 3 - EXECUTION 3.01 INSTALLATION A. Set metal work level, true to line, and plumb. Shim bearing plates with metal and grout solid from one side to ensure that no voids exist. B. Perform field welding in accordance with AWS Dl.l. C. Comply with AISI "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings". D. Separate aluminum from dissimilar metal or concrete which can cause electrolytic action. E. Provide zinc-coated fasteners, with galvanizing for exterior use or where built into exterior walls. Select fasteners for type, grade, and class required for installation of miscellaneous metal items. Conceal fastenings where practicable. Secure metal to wood with lag screws, of adequate size, with appropriate washers. F. Use concealed field splices wherever possible. END OF SECTION PROJECT 1896-06 (819-02) PAGE 05500-4 SECTION 06100 ROUGH CARPENTRY PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 SYSTEM DESCRIPTION A. Structural Requirements: 1. Identify lumber and plywood by official grade mark. 2. Preservative treated lumber and plywood shall comply with American Wood Preservers Bureau, Quality Mark. 3. Comply with Underwriters Laboratories, Inc. for treated lumber and plywood, and ASTM E 84, maximum 25 flame spread. 1.03 PRODUCT HANDLING A. Immediately upon delivery to job site, place materials in area protected from weather. B. Do not store seasoned materials in wet or damp portions of building. C. Protect fire-retardant materials against high humidity and moisture during storage and erection. PART 2 - PRODUCTS 2.01 MATERIALS A. Lumber: 1. Grading rules: PS 20. 2. Dimensions: Lumber dimensions are nominal; actual dimensions conform to industry standards established by the American Lumber Standards Committee and rules writing agencies. 3. Moisture content: 19% maximum moisture content at time of dressing; kiln-dry to 15% moisture content after wood treatment. 4. Surfacing: Surface four sides (S4S). 5. Species: No. 2 grade Southern Yellow Pine or equivalent West Coast Douglas Fir. 6. Plates, blocking, bracing, and nailers: Utility grade. PROJECT 1896-06 (819-02) PAGE 06100-1 7. Structural framing: See Drawings. B. Plywood: Comply with PS 1. C. Fire-retardant Treatment: 1. Lumber: AWPA C20. 2. Plywood: AWPA C27. D. Preservative Treated Wood: 1. Above ground: a. Pressure treat in accordance with AWPB LP-2 using waterborne salts. b. Retain not less than 0.25 Ibs./cu. ft. of wood. c. Kiln dry to 15% maximum moisture content. 2. Ground contact: AWPB LP-22. E. Gypsum Sheathing: 1. Weather resistant, fire resistant gypsum board, asphalt gypsum core, with water repellent paper on both sides, square edges. 2. Size: 4'-0" x 8'-0" x 1/2" thick. 3. Acceptable product: USG Gypsum Sheathing, United States Gypsum. F. Felt Building Paper: Asbestos-saturated felt, ASTM D 250, Type I, No. 15 perforated. G. Plastic Cement: ASTM D 2822, asphalt base. H. Accessories: 1. Bolts: FS FF-B-575, FF-B-584, or ASTM A 307. 2. Nuts: FS FF-N-836. 3. Expansion shields, lag screws, and bolts: FS FF-B-561C. 4. Toggle bolts: FS FF-B-588. 5. Wood screws: FS FF-S-111. 6. Nails and staples: FS FF-N-105. 7. Metal nailing discs: a. Flat caps, minimum 1" diameter. b. Minimum 30 ga. sheet metal. c. Formed to prevent dishing. d. Bell or cup shapes not acceptable. 8. Joist hangers: 18 ga. zinc-coated steel. 9. Metal cross bridging, 16 ga. zinc-coated steel: Nailable type with two holes in each end or compressions type with prongs at each end. 10. Ply-clips: Extruded 6063-T6 aluminum alloy. PROJECT 1896-06 (819-02) PAGE 06100-2 2.02 WOOD TREATMENT A. Pressure-Treated Wood Products: 1. Provide pressure-treated wood for framing/ blocking/ furring, or nailing strips built into or in contact with exterior masonry walls, concrete, or roofing. 2. Apply two coats of same preservative used in original treatment to cut surfaces of treated wood. B. Fire-Retardant Treated Wood Products: Provide fire-retardant treated wood for interior use. PART 3 - EXECUTION 3.01 INSTALLATION A. General: 1. Discard units of material with defects which might impair quality of work, and units which are too small to fabricate work with minimum joints or optimum joint arrangement. 2. Set carpentry work accurately to required levels and lines, with members plumb and true and accurately cut and fitted. 3. Securely attach carpentry work to substrates by anchoring and fastening as required by recognized standards. 4. Select fasteners of size that will not penetrate members where opposite side will be exposed to view or will receive finish materials. 5. Make tight connections between members. 6. Install fasteners without splitting of wood. 7. Predrill as necessary. 8. Comply with APA E30a requirements for plywood. B. Install fasteners at spacings recommended by NFPA National Design Specifications for Stress Grade Lumber and Its Fastening 1973" for lumber and APA Form E30a. C. Wood Grounds, Nailers, and Blocking: 1. Provide where required for screeding or attachment of other work. 2. Form to shapes cut as necessary for true line and level of work to be attached. 3. Coordinate location with other work involved. 4. Attach to substrates to support applied loading. 5. Provide continuous blocking. D. Gypsum Sheathing: 1. Erect horizontally, with edges butted tight and ends occurring over framing member. 2. Secure with galvanized power driven screws to each PROJECT 1896-06 (819-02) PAGE 06100-3 support in accordance with manufacturer's recommendations except space fasteners not more than 4" o.c. around perimeter at edge and end supports 8" o.c. at intermediate supports. Seal joints with asphalt saturated felt embedded in and covered with plastic cement. END OF SECTION PROJECT 1896-06 (819-02) PAGE 06100-4 SECTION 06200 FINISH CARPENTRY PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 SYSTEM DESCRIPTION A. Quality Standards: Perform finish carpentry work in accordance with AWI Quality Standards: 1. Standing and running trim: AWI Section 300. 2. Shelving: AWI Section 600. 1.03 SUBMITTALS A. Shop Drawings: 1. Indicate sizes, quantities, markings, materials, wood species, finishes, and accessories. 2. Include assembly and installation drawings to show methods of fastening, bracing, jointing, and connecting to work of other trades. B. Samples: Submit sample of each type of wood species to be stained. 1.04 PRODUCT HANDLING A. Store indoors, in ventilated areas with constant and minimum temperature of 60 degrees F and maximum relative humidity of 25 to 55%. PART 2 - PRODUCTS 2.01 MATERIALS A. Softwood Lumber: PS 20; graded in accordance with requirements of AWI; maximum moisture content of 6% for interior work. B. Hardwood Lumber: PS 58 or FS MM-L-736C; graded in accordance with requirements of AWI; maximum moisture content of 6%. C. Adhesive: FS MMM-A-130A, type recommended by mi11work manufacturer to suit application. PROJECT 1896-06 (819-02) PAGE 06200-1 D. Fire Treatment: See Section 06100. E. Bolts, Nuts, Washers, Lags, Pins, Nails, and Screws: Size and type to suit application, paint finish in concealed locations and stain in exposed locations. F. Anchors: Nonferrous metal or hot-dip galvanized anchors and inserts as required for corrosion resistance. PART 3 - EXECUTION 3.01 PREPARATION A. Comply with AWI "Premium Grade Work" provision for grading and workmanship for stain finished items. Comply with AWI "Custom Grade Work" for paint finished items. B. Fabricate woodwork to dimensions, profiles, and details shown. Machine and sand woodwork to comply with requirements of AWI. C. Rout or groove back of flat trim members, kerf backs of other wide flat members. D. Miter joints, where required, by standard to be shop-mitered, by joining, splining, and gluing to, complying with requirements for specified grade. E. Cap exposed edges of shelving with with hardwood trim, 3/8" x width of plywood. 3.02 INSTALLATION A. Set and secure materials and components, rigid, plumb, and square. B. Cut to fit to exact size. Where woodwork abuts other finished work, scribe and cut for accurate fit. Where necessary to fit at site, provide ample allowance for cutting and fitting. Before making cutouts, drill pilot holes at corners. Shim as required using concealed shims. C. Install trim and molding single, in unjointed lengths for openings and for runs less than maximum length of lumber available. For longer runs, use only one piece less than maximum length available in straight run. Cope moldings at returns and miter at corners. PROJECT 1896-06 (819-02) PAGE 06200-2 D. Stagger joints in adjacent members. E. Attach woodwork securely in place with uniform joints providing for thermal and building movements. Blind nail where possible. Use fine finishing nails where exposed. Set exposed nail heads for filling. F. Apply wood filler in exposed nail and screw indentations and leave ready to receive site applied finishes. On items to receive transparent finishes, use wood filler which matches surrounding surfaces and of types recommended for applied finishes. G. Sand work smooth. 3.03 SCHEDULE OF ITEMS A. Closet Shelving: White pine with hardwood edge, custom grade for paint finish. B. Door Frames, Casing, and Trim: Hardwood, any species, custom grade for paint finish. C. Thresholds: Red oak, premium grade for stain finish. END OF SECTION PROJECT 1896-06 (819-02) PAGE 06200-3 SECTION 07111 BITUMINOUS SHEET MEMBRANE WATERPROOFING PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 SUBMITTALS A. Product Data: Submit manufacturer's descriptive literature and installation instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Primer: ASTM D 41, asphalt type, and free of toxic solvents and compatible with waterproofing. B. Rubberized Asphalt Polyethylene Membrane: 1. 60 mils thick consisting of 56 mils of rubberized asphalt and 4 mils of cross-laminated polyethylene film. 2. Acceptable product: a. Bituthene 3000, W. R. Grace and Co. b. 650 Sheet Membrane, Polyguard Products, Inc. C. Sealing Mastic: 1. ASTM D 491, asphalt type, compatible with waterproofing, free of toxic solvents. 2. Thick mastic consistency, smooth, and uniform in composition. D. Protection Board: 1. 1/8" thick preformed asphalt impregnated board. 2. Acceptable asphalt products: a. Elastibord, Celotex. b. Sealtight Protection Course PC-2, W. R. Meadows Inc. c. Tex-Mastic Backerbord 501-A, J & P Petroleum Inc. E. Protection Board Adhesive: As recommended by membrane manufacturer. PROJECT 1896-06 (818-25) PAGE 07111-1 PART 3 - EXECUTION 3.01 APPLICATION A. Install membrane in accordance with manufacturer's printed instructions. Prime surfaces at rate of 250 to 350 sq. ft. Overlap membrane 2 1/2" minimum. B. Double cover inside corners, outside corners/ and points with membrane by applying initial 12" strip centered along axis of corner of joint and then covered by regular application of membrane. C. After membrane is placed, seal perimeter outside edges of membrane with trowelled bead of cold-applied rubberized asphalt sealing mastic. D. Seal penetrations through membrane with additional gusset stripping applied in bonding adhesive making positive seal with penetrating member. E. Apply single layer of protection board with adhesive. Tightly butt joints. F. Drains: Extend membrane into clamping device, set in heavy coating of asphalt mastic and clamp securely. END OF SECTION PROJECT 1896-06 (818-25) PAGE 07111-2 SECTION 07175 WATER REPELLENT COATING PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 SUBMITTALS A. Product Data: Submit literature, specifications, and application instructions for water repellent materials. B. Samples: Submit samples of coating on selected substrate at rate of application specified. PART 2 - PRODUCTS 2.01 MATERIALS A. Coating: 1. Clear liquid penetrating water repellent, nonyellowing, nonstaining. 2. Breathable acrylic, 5% solids minimum or equivalent; silicone not acceptable. 3. One or two coat system. 4. Acceptable products: a. CP-250 Water Repellent, Chemical Products Corp. b. Prime-a-pell 200, Chemprobe Corporation. c. One Kote Plus, National Construction Products. 2.02 MIXING A. Mix with power mixer in accordance with manufacturer's printed instructions. PART 3 - EXECUTION 3.01 APPLICATION A. Prepare surfaces as recommended by water repellent manufacturer. B. Field or shop apply water repellent coating to cast stone. PROJECT 1896-06 (818-25) PAGE 07175-1 C. Apply material in accordance with manufacturer's minimum recommended rate for substrate. 3.02 FIELD QUALITY CONTROL A. Spray Test: After water repellents have dried, spray coat surfaces with water. B. Recoat surfaces that show water absorption. 3.03 CLEANING A. If coating is applied in field, clean spillage and overspray from ad}acent surfaces as recommended by water repellent manufacturer. END OF SECTION PROJECT 1896-06 (818-25) PAGE 07175-2 SECTION 07192 VAPOR BARRIERS PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 SUBMITTALS A. Product Data: Submit manufacturer's descriptive literature and recommended installation instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Plastic Sheet: 6 mil polyethylene or vinyl film; 0.20 perm rating. B. Tape: Pressure sensitive, 2" wide adhesive minimum with perm rating equivalent to that of vapor barrier, as recommended by manufacturer. PART 3 - EXECUTION 3.01 INSTALLATION - SLAB ON GRADE A. Install vapor barrier on smooth substrate to form continuous layer under concrete slab on grade. B. Lap film not less than 4". Seal laps, tears, or punctures with pressure sensitive tape. C. Carefully cut film around pipes and conduits. Apply tape around protrusions to form tight seal. END OF SECTION PROJECT 1896-06 (818-25) PAGE 07192-1 SECTION 07210 BUILDING INSULATION PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 SUBMITTALS A. Product Data: Manufacturer's descriptive literature and recommended installation instructions. 1.03 PRODUCT HANDLING A. Store materials in area protected from weather/ direct sunlight, moisture, and open flame or sparks. B. Remove damaged material from site. 1.04 ENVIRONMENTAL REQUIREMENTS A. Do not install insulation during rain or wet weather, or when surfaces are moist. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Manufacturers: 1. Johns-Manville, a subsidiary of Manville Corporation. 2. Owens-Corning Fiberglas Corp. 3. United States Gypsum. 2.02 MATERIALS A. Batt (Thermal) Insulation: 1. Glass or mineral fiber complying with FS HH-I-521 or FS HH-I-1252, friction fit type without membrane facing. 2. Wall "R" factor: 11. 3. Ceiling "R" factor: 30. 4. Acceptable product: Thermafiber "25" Flame Resistant Batts, as manufactured by United States Gypsum. PROJECT 1896-06 (823-30) PAGE 07210-1 2.03 INSTALLATION A. Install insulation in accordance with manufacturer's recommendations after mechanical and electrical services within walls have been installed. B. Fit insulation tight within spaces and tight to and behind mechanical and electric services within plane of insulation leaving no gaps or voids. Butt insulation tightly. C. Install insulation within framing systems full height and width in such manner that voids or openings do not occur. D. Cut insulation oversize to ensure tight butt joints when installed. Cut and trim insulation neatly. Cut insulation to fit around protrusions and irregularly shaped projections. Use batts free of ripped backs or edges. E. Lay unfaced batts above ceiling in such manner that voids or gaps do not occur. END OF SECTION PROJECT 1896-06 (823-30) PAGE 07210-2 SECTION 07321 CLAY ROOFING TILES PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 SUBMITTALS A. Product Data: Submit manufacturer's descriptive literature, specifications, standard details, and installation instructions. B. Samples: 1. Submit samples of full tile for Architect's review and color selection. 2. Include two tales of each-required shape and.color. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS. A. Tile: Ludowaci-Celadon, Division of CSC, Inc. San Valle Tile Klins. 2.02 MATERIALS A. Clay Roofing Tiles: 1. Fired to vitrification, natural clay roofing tile. 2. Provide custom shapes and fittings as required to suit installation. 3. Pattern: Barrel mission type. 4. Color: As selected by Architect to match or blend with existing buildings. B. Wood Stripping: No. 2 or 3 Common Grade, Douglas Firm, Western Larch, Western Hemlock or Southern Pine. C. Felt Underlayment: Asphalt saturated felt complying with ASTM D 226, 40 Ibs. minimum. D. Mortar: Cement and lime mixture complying with ASTM C 270, Type 0, colored to match tile. E. Color Pigments for Mortar: Pure, mineral oxide pigments with natural oxide content of 70% minimum and inert fillers. PROJECT 1896-06 (819-01) PAGE 07321-1 F. Mastic: Asphaltic, non-running heavy bodied plastic cement composed of asbestos fibers, asphalt, and other mineral ingredients, ASTM D 2822. G. Sealant: Polysulfide as specified in Section 07900. H. Sheet Metal: Cold-rolled 16 oz. copper, complying with ASTM B 370. I. Nails: 1. Tile: Non-corrosive, copper, stainless steel, or aluminum, 11 gage minimum, large headed, length to provide proper penetration. 2. Sheet metal: Same metal as flashing or compatible metal which will not set up electrolytic action with sheet metal. 3. Underlayment: Large head, non-corrosive galvanized roofing nails. 4. Wood Stripping: Galvanized, size as necessary for secure attachment. PART 3 - EXECUTION 3.01 PLACING UNDERLAYMENT AND STRIPPING A. Place underlayment over decking with wood stripping secured over underlayment. B. Lay single thickness of underlayment felt parallel to eaves with double thickness at hips and ridges. Lap horizontal joints 2 1/2" and vertical joints 6" with vertical joints staggered. Nail on 6" centers. C. Lap felt not less than 4" under edges at built-in valleys and metal flashings. D. Apply wood stripping at hips and ridges; nail at 12" centers. 3.02 METAL FLASHINGS INSTALLATION A. Line valleys with sheet metal at least 24" wide. Fold long edges over 1/4" and fasten using cleats spaced at 24" centers; do not solder. B. Lap joints 4" in direction of water flow. 3.03 LAYING ROOFING TILE A. Establish proper coursing required to eliminate cutting and drilling short course tile. Use full length tile for all courses. Mark underlayment with chalk lines parallel to eaves, spaced to provide uniform courses. PROJECT 1896-06 (819-01) PAGE 07321-2 B. Apply 1" diameter spots of mastic over nailheads not covered by felt. C. Lay eave starters to project beyond edge of sheathing and secure in place. 0. Lay tiles, lapped 3", to straight lines, parallel, and at right angles to eaves. Fasten each tile using proper nail and quantity required for each tile or fitting. E. Leave 6" or more across valleys. Cut valley tile to suit and fill opening under roll of tile with mortar colored to match tile. F. Cement rake units to field tile and fasten with nails. G. Cement ridge units in laps and fasten with 2" nails. Make waterproof juncture with mastic or sealant. Fill voids at ridge ends with mortar colored to match tile. END OF SECTION PROJECT 1896-06 (819-01) PAGE 07321-3 SECTION 07511 BUILT-UP ROOFING PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 SUBMITTALS A. Product Data: 1. Submit complete specifications and data of manufacturer's materials and systems proposed for use on Project. 2. Include application temperature, maximum kettle temperature, EVT, flash point, and finished blowing temperature. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Manufacturers: 1. Flintkote Building Products, Genstar Building Materials Company. 2. GAF Corporation, Building Materials Group. 3. Johns-Manvilie Sales Corporation. 4. Owens-Corning Fiberglas Corporation. 2.02 MATERIALS A. Primer: ASTM D 41. B. Asphalt: Steep asphalt, ASTM D 312, Type III, 185 degrees F minimum to 205 degrees F maximum softening point. C. Flashing Cement: ASTM D 2822, troweling consistency, designed for vertical application, type as recommended by roofing system manufacturer. D. Plastic Cement: ASTM D 2822, troweling consistency, remains plastic after application. E. Roofing and Stripping Felts: Glass fiber felt, ASTM D 2178, Type IV. PROJECT 1896-06 (819-01) PAGE 07511-1 F. Base Sheet: Glass fiber felt, UL Type G2. G. Cap Sheet: Mineral surfaced sheet, ASTM D 3909. H. Flashing Fabric: Asphalt coated fiber glass fabric as recommended by roofing system manufacturer. I. Nails: Zinc coated large head barbed roofing nails, furnished with 1" minimum diameter disc as recommended by roofing system manufacturer. J. Cant Strip: Asphalt impregnated fiberboard. 2.03 ROOFING SYSTEMS A. Materials for 100 sq. ft. of Nailable Roofing: 1. Base sheet: One ply, 25 Ibs. 2. Felts: Two plies of roofing felts, 28 Ibs. 3. Asphalt: Three coats at 25 Ibs. 4. Cap sheet: One ply, 80 Ibs. B. Acceptable System: Flintkote Specification No. A-4-M-1. PART 3 - EXECUTION 3.01 APPLICATION A. Install roofing in accordance with manufacturer's recommendations. Perform work as continuous operation, phased construction will not be permitted. B. Cant Strips and Edge Strips: Set in plastic cement and nail to wood blocking. C. Maximum Bitumen Temperature in Kettle: 1. Heat as recommended by manufacturer. 2. Do not heat above flash point. 3. Apply asphalt at temperature between 400 degrees F to 450 degrees F. 4. Discard overheated bitumens. D. Roofing Membrane: 1. Apply base ply lapping 2" on sides. 2. Attach base ply at side laps 9" o.c. and 18" o.c. staggered in two rows 12" from each edge with fasteners. 3. Solid mop base ply with asphalt and embed two plies of fiber glass sheet shingle method, lapping 19" on sides, mopping between plies. 4. Solid mop ply sheets with asphalt; and while hot, embed one ply of cap sheet with 2" side laps. 5. Make all end laps 4" and not less than 3'-0" apart, PROJECT 1896-06 (819-01) PAGE 07511-2 diagonally staggered. 6. Stagger and offset side and end laps from preceding ply. 7. Terminate felts 2" above cants and crickets. E. Fold-back Envelopes: 1. Provide fold-back envelope stripping at edge and roof penetrations to prevent bitumen flow into or onto building surfaces. 2. Fold back over roofing membrane and set in solid troweling at plastic cement. F. Base Flashing: 1. Prune substrate as recommended by roofing manufacturer. 2. Apply one ply base sheet and one ply cap sheet in asphalt. 3. Nail top edge 9" o.c. through tin discs. 4. Seal top of flashing with flashing fabric and flashing cement. END OF SECTION PROJECT 1896-06 (819-01) PAGE 07511-3 SECTION 07600 FLASHING AND SHEET METAL PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 SUBMITTALS A. Product Data: Submit manufacturer's descriptive literature, installation instructions for manufactured itemsr and procedures to be followed during installation. B. Shop Drawings: Show complete installation layouts, details required to explain component assemblies and installation requirements, weights, gauges or thickness of materials, }oining, and expansion provisions. PART 2 - PRODUCTS 2.01 MATERIALS A. Galvanized Sheet Steel: ASTM A 526, commercial quality, paint grip type, 24 ga. minimum. B. Laminated Copper Flashing: 5 oz. copper laminated both sides to asphalt saturated creped Kraft paper or fabric. C. Composition Flashing: 1. Kraft sheet laminated to polyethylene sheet and reinforced with fiberglass. 2. Acceptable product: Compotite. D. Solder: 50% tin and 50% lead, ASTM B 32 compatible with substrate. E. Flux: Rosin, cut muriatic acid, or commercial preparation for materials to be soldered. F. Neutralizer: 5% to 10% washing soda solution. G. Fasteners: Barbed roof nails, clips, or self-tapping sheet metal screws compatible with sheet metal or flashing material. PROJECT 1896-06 (819-01) PAGE 07600-1 H. Protective Coating: Alkyd type yellow zinc chrornate, PS TT-P-641, Type II. I. Adhesive: As recommended by elastomeric manufacturer for bonding to substrate and for waterproof sealing of flashing seams. J. Bituminous Plastic Cement: FS SS-C-000153, Type I. 2.02 FABRICATION A. Form sheet metal on bending brake. B. Do shaping, trimming, and hand seaming on bench as far as practicable. C. Make angle bends and folds for interlocking metal with full regard for expansion and contraction to avoid buckling or fullness in metal after installation. 0. Fabricate supplemental components necessary to complete each item of work. E. Form materials with straight lines, sharp angles, and smooth curves. F. Fold back edges of concealed side of exposed edge to form hem. PART 3 - EXECUTION 3.01 INSTALLATION A. Furnish and install sheet metal work to provide weatherproof installation warranted against leaks and weather damage through severe temperature and weather conditions. Seams shall overlap in direction of water flow. B. Sheet metal work exposed to view from any point around or within building shall present finished appearance which is neat, uniform, and possessing appearance characteristics of good architectural sheet metal work. C. Provide all miscellaneous sheet metal work not specifically assigned to other trades. Furnish miscellaneous sheet metal work, accessories, or other items essential to completeness of sheet metal installation. 0. Where sheet metal members are in contact with dissimilar metals and other materials which may cause galvanic corrosion, provide protection coatings or PROJECT 1896-06 (819-01) PAGE 07600-2 treatment which will permanently isolate materials and prevent adverse reaction. E. Comply with SMACNA "Architectural Sheet Metal Manual" recommendations for installation of work. Set sheet metal items level, true to line, and plumb. F. Allow for thermal expansion of exposed sheet metal work exceeding 15'-0" running length maximum. For flashing and trim, space expansion joints maximum of 10'-0" located 2'-0" from corners and intersections. G. Conceal fasteners and expansion provisions wherever possible. Secure to wood with screws or nails and washers. Set metal already partly formed in place and fasten to by means of cleats. H. Shower Pan: 1. Form from laminated copper flashing or composition flashing. 2. Slope pan toward drain. 3. Make turnup along walls 3" minimum above curb line and flap over curb. 4. Fold corners outside pan. 5. Fasten 1" maximum below pan using drywall screws and washers. 6. Before tiling in, plug subdrain and fill pan with 3" of water and allow to stand for 24 hours. 7. Protect drain weep holes by covering with porous material to keep them open after setting bed is installed. END OF SECTION PROJECT 1896-06 (819-01) PAGE 07600-3 SECTION 07900 JOINT SEALERS PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 SUBMITTALS A. Product Data: Submit manufacturer's descriptive literature or shop drawings and specifications indicating material, size, and installation instructions. B. Samples: Submit color charts for selection. PART 2 - PRODUCTS 2.01 MATERIALS A. Polysulfide (Type 1 Sealant): 1. Two-part conforming to PS TT-S-00227E, Class A, Type 1 (self-leveling) or Type 2 (nonsag) as recommended by manufacturer for application. 2. Color: As selected by Architect. 3. Acceptable products: a. Synthacalk GC-5, Pecora Corp. b. 350, PRC. c. Sonolastic, Sonneborn-Contech, Inc. B. Modified Polyurethane (Type 2 Sealant): 1. Two or three-part conforming to FS TT-S-000227E, Class A, Type II. 2. Color: As selected by Architect. 3. Acceptable products: a. Dynatrol II, Pecora. b. NP2, Sonneborn-Contech, Inc. c. Dymeric, Tremco. C. Polyurethane (Type 3 Sealant): 1. Two-part conforming to FS TT-S-000227E, Class A, Type I or II. 2. Color: As selected by Architect. 3. Acceptable products: a. NR-200, Pecora. b. No. 200, PRC c. Sonolastic Paving Joint Sealant, PROJECT 1896-06 (818-27) PAGE 07900-1 Sonneborn-Contech. d. THC-900/901, Tremco. D. Polyurethane (Type 4 Sealant): 1. One-part conforming to FS TT-S-000230C, Class A, Type II. 2. Color: As selected by Architect. 3. Acceptable products: a. No. 6000, PRC. b. NP1, Sonnebor n-Contech. c. Dymonic, Tremco. E. Silicone (Type 5 Sealant): 1. One part rubber based silicone conforming to FS TT-S-001543, Class A, Type I. 2. Color: As selected by Architect. 3. Acceptable products: a. 790 Building Sealant, Dow Corning. b. Silproof, General Electric. c. Proglaze, Tremco. F. Acrylic Latex (Type 6 Sealant): 1. Acceptable products: a. AC-20, Pecora. b. Sonolac, Sonneborn-Contech, Inc. c. Acrylic Latex Caulk, Tremco. G. Acrylic, Solvent Cure (Type 7 Sealant): 1. One part, FS TT-S-00230. 2. Acceptable products: a. Unicrylic, Pecora. b. Permacryl, Schnee-Moorehead Chemicals, Inc. c. Mono, Tremco Manufacturing Company. H. Sanitary Sealant (Type 8 Sealant): 1. One part silicone rubber, FS TT-S-001543. 2. Acceptable products: a. Silicone Sanitary 1700 Sealant, General Electric. b. Silicone Rubber Bathrub Caulk, Dow Corning. I. Backer Rod: Closed cell expanded polyurethane or polyethylene "Denver" foam, compatible with sealant; sized and shaped to control depth of sealant; and to maintain 20% to 50% compression of material. J. Joint Cleaners and Primers: As recommended by sealant manufacturer. K. Bond Breaker: Pressure sensitive adhesive polyethylene tape. PROJECT 1896-06 (818-27) PAGE 07900-2 L. Masking Tape: Pressure sensitive adhesive paper tape. M. Expansion Joint Filler: 1. Closed cell polyethylene compatible with sealant. 2. Acceptable product: Sonoflex F, Sonneborn. PART 3 - EXECUTION 3.01 APPLICATION A. Install materials in accordance with manufacturer's recommendations. Mask areas adjacent to joints, as necessary. Apply primer as recommended by manufacturer. B. Install backing material in joints using blunt instrument to avoid puncturing. Do not twist rod while installing. Install backing to form joint depth of 50% of joint width, minimum of 1/4" deep. C. Apply sealant in joints using pressure gun with nozzle cut to fit joint width. Deposit sealant in uniform, continuous bead. D. Tool joints to required configuration within manufacturer's recommended setting time. E. If masking materials are used, remove immediately after tooling. 3.02 CLEANING A. Remove excess materials adjacent to joints by mechanical means or with oxylol, xylene, or mineral spirits as work progresses to eliminate evidence of spillage or damage to adjacent surfaces. 3.03 SCHEDULE A. Interior and Exterior Joints Subject to Movement but Not Including Traffic: Type 1, 2, 4, or 5 at Contractor's option and as recommended by manufacturer for joint condition. B. Interior and Exterior Horizontal Joints Subject to Foot and Vehicular Traffic: Type 3, self-leveling. C. Interior Horizontal and Vertical Joint Not Subject to Movement (Not Including Traffic): Type 6 or 7. D. In Contact with Roofing or Waterproofing Materials: Type 3 or 4, low modulus, unmodified. PROJECT 1896-06 (818-27) PAGE 07900-3 E. Lavatories, Shower, and Bathtub: Type 8, END OP SECTION PROJECT 1896-06 (818-27) PAGE 07900-4 SECTION 08210 WOOD DOORS PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 SUBMITTALS A. Product Data: Submit manufacturer's descriptive literature, specifications, installation instructions, warranty form, and other data required to indicate compliance with specified requirements. B. Shop Drawings: Submit door schedule indicating opening identifying number, door type, grade, size, thickness, swing, undercuts, fitting and machining requirements, and hardware locations. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Flush Door Manufacturers: 1. Algoma Hardwoods, Inc. 2. Eggers Hardwood Products Corp. 3. Timco Industries, Inc. 4. Weyerhaeuser Company. B. French Door Manufacturer: 1. Sun-Dor-Co. 2. Morgan Doors. 2.02 SOLID CORE FLUSH DOORS A. Door Standards: Comply with NWMA I.S.-l or AWI Type PC for particleboard core and AWI Type SLC for stave core. B. Wood Veneer: AWI Custom Grade for paint finish. C. Adhesives: CS 171, Type I waterproof and Type II water-resistant, product as recommended by door manufacturer. D. Solid Cores: Particleboard core or stave core at Contractor's option. PROJECT 1896-06 (823-30) PAGE 08210-1 E. Factory seal top and bottom edges. F. Thickness: 1 3/4". G. Acceptable Product: 1. Particleboard core: Timblend Core DPC-1, Weyerhaeuser. 2. Stave core: Staved Core DSC-1, Weyerhaeuser. 2.03 FRENCH DOORS A. Door Panels: 1 3/4" thick solid clear kiln dried Western Pine, Fir, or Western Hemlock, assembled with dowels and exterior type water-resistant adhesive for exterior application. B. Glazing: 1. Six single lites, clear tempered glass complying with FS DD-G-1403B and ANSI Z97.1. 2. Glazed from inside with removable stops to match door material. C. Acceptable Product: SD-416, Sun-Dor-Co. 2.04 PANEL DOORS A. Design: Stile and rail type with raised and beaded full thick panels; two panel design. B. Construction: 1 3/4" thick solid clear kiln dried Western Pine, Fir, or Western Hemlock, assembled with doweled joints and exterior type water-resistant adhesive. 2.05 ROOM DIVIDERS, BATHROOM DOORS, TOILET DOORS, CLOSET DOORS, AND OTHER DOORS A. Refer to Interior Design Specifications on Drawings. 2.06 FABRICATION A. Prefit and premachine doors or job fit and machine doors at Contractor's option. Prepare in accordance with frame shop drawings and schedule, hardware schedule, and templates. B. Fabricating Tolerances: 1. Prefit size: + or - 1/32" overall dimensions. 2. Squareness: Length of diagonal measured on face of door from upper right corner to lower left corner between length of diagonal measured on upper left corner to lower right corner with maximum difference of 1/8". 3. Maximum warp: 1/4". PROJECT 1896-06 (823-30) PAGE 08210-2 C. Clearance: 1. Between doors and frames at head and jambs: 1/8", 2. Between meeting stiles at pairs of doors: 1/8". 3. Between bottom edge and decorative floor covering; 1/2" except where larger undercuts are scheduled. 4. Between bottom edge and threshold: 1/4". 5. Bevel strike stile of single doors and meeting stiles at pairs of doors: 1/8" in 2". PART 3 - EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's written instructions. B. Install accurately in frame, within clearances specified. Install hardware in accordance with manufacturer's written instructions and associated templates. C. Do not field cut doors down to opening sizes smaller than those for which doors were manufactured. D. Install to operate freely, but not loosely, free from hinge bound conditions, sticking or binding. Do not install in frames which would hinder operation of doors. E. Hang free from rattling when in latched position. END OF SECTION PROJECT 1896-06 (823-30) PAGE 08210-3 SECTION 08311 SLIDING GLASS DOORS PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 QUALITY ASSURANCE A. Design Requirements: Door member shall be capable of supporting without permanent deformation uniformly distributed wind load of 20 Ibs/sq.ft. 1.03 SUBMITTALS A. Product Data: Submit copies of manufacturer's data, recommendations, installation instructions, and standard details including fabrication, finishing, hardware, and accessories. B. Shop Drawings: 1. Submit for fabrication and installation showing components not included in manufacturer's standard data. 2. Include glazing, hardware, and anchorage details. 3. Samples: Submit manufacturer's standard paint line for color selection. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Sliding Door Manufacturer: 1. Howmet Aluminum Corporation. 2. International. B. Acceptable Product: Series 2200 Sliding Glass Door, Howmet. 2.02 MATERIALS AND COMPONENTS A. Aluminum: Form door rails, frame, track, and vent members from aluminum extrusions of 6063-T5 alloy. B. Glass: 1/4" clear, fully tempered safety glass complying with FS DD-G-1403B and ANSI Z97.1. PROJECT 1896-06 (820-07) PAGE 08311-1 C.! Glazing Gaskets: Vinyl, neoprene, or EPDM elastomenc extrusions. D. Weatherstripping: Silicone-treated woven polypropylene pile and extruded vinyl. E. Perimeter Anchors: Aluminum or steel provided steel is isolated from aluminum. F. Rolling Mechanism: 1. Heavy gauge steel roller housing with permanently lubricated steel ball bearing rollers with adjustable sheaves at each end to allow for proper alignment of sliding vent with frame. 2. Sheaves shall be adjustable without removing siding vent. G. Pull: Manufacturer's standard die cast or aluminum handle. H. Lock: Manufacturer's standard thumb operated locking mechanism. 2.03 FABRICATION A. Fabricate door in accordance with AAMA SGD-B1 or SGD-B2. B. Neatly fit and secure joints of frame and vents sections to fully utilize strength of members and provide permanent water-tight points. Provide lock stiles of hollow extruded sections to resist deflecting and twist. C. Construct both sliding and fixed panels so that location and direction of slide for panels can be changed after installation without replacement or reglazing regardless of door height. Sliding panel when in locked position shall not be removable from outside. Both sliding and fixed panels shall be removable for glazing and maintenance. 2.04 FINISH A. Aluminum: Baked alkyd enamel paint, color as selected by Architect. PROJECT 1896-06 (820-07) PAGE 08311-2 PART 3 - EXECUTION 3.01 INSTALLATION A. Install units in accordance with manufacturer's printed instructions. Do not install until finishing of concrete or other operations harmful to glass are complete. B. Set units level, square, plumb, and in alignment with other work. C. Seal joints between framing and building structure as specified in Section 07900. END OF SECTION PROJECT 1896-06 (820-07) PAGE 08311-3 SECTION 08610 WOOD WINDOWS PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 ALTERNATIVES A. Refer to Section 01030 for Alternative No. 2. 1.03 SUBMITTALS A. Shop Drawings: Indicate pertinent dimensioning, general construction, component connections and locations, anchorage methods and locations, hardware locations, and installation details. B. Samples: Submit duplicate samples manufacturer's hardware indicating proposed finish. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURER A. Window Manufacturer: 1. Anderson Corporation. 2. Pella Products, Rolscreen Company. 3. Weather Shield Mfg., Inc. B. Acceptable Product: Pella Casement Windows equivalent to Model 2030CC, unclad. 2.02 MATERIALS AND COMPONENTS A. Frame and Sash: 1. Casement type, treated Western Pine or species complying with NWMA I.S.2-73 and water repellent treated in accordance with NWMA I.S.-4. 2. 5" frame width, 1 3/4" sash thickness, minimum. 3. Factory prime coated. B. Glazing: Single lite clear float glass, DS minimum. C. Glazing System: Factory glazed, manufacturer's standard system. PROJECT 1896-06 (823-30) PAGE 08610-1 D. Weatherstripping: Flexible polyvinyl chloride, compressed between frame and sash for positive seal on all four sides. E. Hardware: Steel worm-gear sash operator with cam-action sash lock. F. Anchors: Corrosion resistant, galvanized steel or zinc coated metal. PART 3 - EXECUTION 3.01 INSTALLATION A. Install wood windows in accordance with manufacturer's recommendations, to achieve weathertight installations. Install assemblies plumb and level. B. Use sufficient anchorage devices to securely and rigidly fasten windows to building, without causing detrimental effects to shape or performance. C. Install windows to operate freely, but not loosely, free from sticking or binding. Hang windows free from rattling when in latched position. END OF SECTION PROJECT 1896-06 (823-30) PAGE 08610-2 SECTION 08811 MIRROR GLASS PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 SUBMITTALS A. Product Data: Submit manufacturer's descriptive data and recommended installation instructions. 1.03 WARRANTY A. Submit manufacturer's warranty of mirrors against defects in materials and workmanship for five years. PART 2 - PRODUCTS 2.01 MATERIALS A. Mirror Glass: 1. Glass: FS DD-G-451, Type I, Class 1, Quality q2, clear plate. 2. Coating: Silver backing, copper protective coating, and paint coating complying with CS 27. 3. Thickness: 1/4". 4. Size: Full width of countertop, extending full height from backsplash to ceiling. B. Mirror Mastic: 1. Combination of asphaltic bitumens, fibers, and mineral spirits. 2. Acceptable product: a. 7HR4 Bedding Compound, Pecora. b. Mirro-Mastic, Palmer Products Corporation. C. Mirror Setting Angles: 0.060" aluminum Z-clips sized as required. D. Primers, Sealers, and Cleaners: As recommended by mastic manufacturer. PROJECT 1896-06 (818-25) PAGE 08811-1 PART 3 - EXECUTION 3.01 INSTALLATION A. Apply one additional coat of moisture-resistant paint, type recommended by manufacturer, to back of mirror. Allow to dry. B. Apply mirror mastic to cover not more than 25% of back mirror, 1/8" to 1/2" thickness of setting bed. C. Set mirror on concealed shelf angle. D. Press mirror against substrate to bond. E. Leave open ventilation space, 1/8" minimum between mirror and substrate. Do not seal off ventilation space at edge of mirror. END OP SECTION PROJECT 1896-06 (818-25) PAGE 08811-2 SECTION 09200 LATH AND PLASTER PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 SUBMITTALS A. Product Data: Manufacturer's written recommendations, proportion mixes, and installation instructions for factory prepared materials. B. Samples: Submit various textures and colors of finish plaster for selection. 1.03 ENVIRONMENTAL CONDITIONS A. Hot Weather Requirements: Protect plaster from uneven and excessive evaporation during hot, dry weather. PART 2 - PRODUCTS 2.01 MATERIALS A. Portland Cement: ASTM C 150, Type I or III. B. Masonry Cement: ASTM C 91. C. Portland Cement Aggregates: ASTM C 144. D. Fiber Glass Strands: 1/2" alkaline resistant. E. Color Finish Coat: 1. Factory prepared finish for cement plaster. 2. Type to produce uniform color as selected by Architect from manufacturer's standard colors. 3. Acceptable products: Oriental Finish Stucco, USGypsum. F. Water: Potable, clear, and free from impurities that affect setting of plaster. G. Metal Lath: 1. Fabricate from cold-rolled steel, galvanized. 2. Flat or self-furring expanded lath, diamond mesh, 3.4 Ibs./sq. yd. PROJECT 1896-06 (818-27) PAGE 09200-1 3. Strip reinforcing and corner trim: 130 lbs./l,000 lin. ft., 6" wide for strip, each leg 3" wide for corner. H. Tie Wire: 16 ga. galvanized, annealed steel wire, conforming to FS QQ-W-461. I. Corner Beads: 1. Zinc alloy for exterior. 2. Acceptable products: a. No. 1 Expanded Corner Bead, Inryco, Inc. b. 1-A Expanded Corner Bead, United States Gypsum. J. Casing Beads: 1. Zinc alloy for exterior. 2. Acceptable products: a. No. 66 Square Casing Bead, Inryco, Inc. b. No. 66 Square Edge, United States Gypsum. K. Control Joints: 1. Zinc alloy for exterior. 2. Acceptable products: a. USG Control Joint No. 100, United States Gypsum. b. No. 100 Control Joint, Inryco, Inc. L. Expansion Joints: 1. Zinc alloy for exterior. 2. No. 40, Inryco, Inc., or USG No. 15 Expansion Joint, United States Gypsum. M. Reveal Molding: Zinc alloy, special shape equivalent to Fry Reglet Corp.'s 2221. N. Fasteners: As recommended by acceptable manufacturer for securing metal lath to supports. 2.02 MIXES A. Portland Cement Plaster Mix: 1. Scratch: One sack portland cement; two sacks masonry cement; 6 to 9 cu. ft. damp, loose sand; and 1 1/2 Ib. fiber glass strands. 2. Brown: Same as first. 3. Finish coat: Mix factory prepared finish with integral color and sand finish in accordance with manufacturer's recommendations. B. Mixing: 1. Accurately proportion materials for each plaster batch with measuring devices of known volume; measurement by shovel will not be permitted. 2. Do not use or retemper partially hydrated cement plaster. PROJECT 1896-06 (818-27) PAGE 09200-2 3. Mix prepackaged products in accordance with manufacturer's recommendations. PART 3 - EXECUTION 3.01 METAL LATH AND ACCESSORY INSTALLATION A. Install members true to lines and levels and to maintain surface flatness with maximum variation of 1/8" in 10'-0" in any direction. B. Isolate furring and lathing work from structural movement to prevent transfer of loading into work from building structure. Do not allow suspension grillage to come in contact with abutting partitions or load-bearing walls. Do not continue lath and furring across control or expansion joints. C. Install lath with long dimension perpendicular to supports. D. Lap diamond-mesh lath minimum 1/2" at sides. Stagger end laps from row to row. Lap ends over supports. Wire tie side and end laps 6" o.c. E. Secure Lath to Supports: 1. Spacing of fasteners: 6" o.c. 2. Metal supports and adjacent lath: Tie wire. F. Install corner trim at internal corners where both converging wall surfaces are plastered. G. Install strip reinforcing at corners of doors, windows, and other openings in plastered surfaces. Place diagonally across corner, 24" minimum length. H. Install accessories to produce required depth of plaster and bring plaster surface to required planes and shapes. I. Connect lengths of accessories as recommended by manufacturer to assure continuous line. J. Where plaster abuts dissimilar materials, terminate with casing bead. K. Install corner beads at plastered external angles where plastered on both sides of angles. L. Install accessory beads to maintain minimum 1/8" clearance between structural units and termination point of surface to receive plaster finish. PROJECT 1896-06 (818-27) PAGE 09200-3 M. Install control and expansion 3oints at locations and spacing as indicated and at 144 sg. ft. maximum with 18'-0" longest length and no greater than 2 1/2:1 length to width ratio. 3.02 PLASTER APPLICATION A. Apply plaster by machine or hand. Interrupt plaster only at 3unctions of plaster planes, at openings, or at control and expansion joints. B. Scratch Coat Application: 1. Apply scratch coat with sufficient material and pressure to form keys on metal lath and bond on gypsum lath. 2. Scratch or cross rake rough surface and allow to set firm and hard. 3. Apply plaster screeds to scratch coat prior to application of brown coat. C. Brown Coat Application: 1. Apply brown coat to first coat, bringing out to trim accessories flat to true surface, and free of imperfections which would reflect in finish coat. 2. Reconsolidate brown coat by floating, and roughen to assure bond with finish coat. 3. Straighten to true surface with rod and darby without application of water. 4. Scratch or cross rake and leave rough, ready to receive finish coat. D. Finish Coat Application: 1. Apply finish coat to base coat which is set and partially dry or to set dry base coat which has been dampened by application of water. 2. Avoid use of excessive amounts of water. 3. Cut finish coat through full depth with trowel at intersection of plastered walls. 4. Tool through second and finish coats to produce "V joint at intersection of frames or other items of metal or wood which act as plaster grounds. 5. Finish plaster with corners straight, plumb, sharp, and exterior cornerjs fitted with metal corner beads. | 6. Texture finish: Heavy stucco texture as selected by Architect. E. Water Curing: 1. Follow procedures recommended by Portland Cement Association. 2. Cure minimum of 48 hours after all coats have set. 3. Prevent premature dry-out. n PROJECT 1896-06 (818-27) PAGE 09200-4 3.03 ADJUSTING A. Upon completion, point-up plaster around trim and other locations where plaster meets dissimilar materials. B. Cut out and patch defective or damaged plaster. Cut out and patch stained or discolored finish plaster. END OF SECTION PROJECT 1896-06 (818-27) PAGE 09200-5 SECTION 09260 GYPSUM BOARD PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 SUBMITTALS A. Product Data: Submit manufacturer's descriptive literature, product specifications/ and installation instructions. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Gypsum Board Manufacturers: 1. Flintkote Co. 2. Georgia-Pacific Corporation, Gypsum Division. 3. National Gypsum, Gold Bond Building Products. 4. United States Gypsum Company. 2.02 MATERIALS A. Standard Gypsum Board: 5/8" thick, ASTM C 36 or FF SS-L-30, Type III, Grade R, Class 1; ends square cut; tapered edges. B. Moisture Resistant Gypsum Board: 5/8" thick; ASTM C 630, regular grade, ends square cut; tapered edges. C. Resilient Channels: Equivalent to RC-1 Sheetrock Resilient Channels, United States Gypsum. D. Fasteners: Inserts, clips, bolts, nails, or screws as recommended by system manufacturer. E. Corner Beads: 1. Heavy gage, hot-dipped galvanized steel reinforcement, 1 1/4" x 1 1/4". 2. Acceptable product: USG Dur-A-Bead No. 103, United States Gypsum. F. Casing Beads: 1. Hot-dipped galvanized steel designed for embedment in 3Oint compound. PROJECT 1896-06 (818-27) PAGE 09260-1 2. Acceptable product: USG 200 Series, United States Gypsum. G. Control Joints: Equivalent to USG Control Joint No. 093, United States Gypsum, or back to back casing beads with 4 mil thick clear polyethylene air seal. H. Acoustical Insulation: 1. Preformed mineral wool or glass fiber, friction fit type without integral vapor barrier membrane, FS HH-I-521, Type I or II. 2. Acceptable products: a. USG Thermafiber Sound Attenuation Blanket, United States Gypsum. b. Noise Barrier Batt, Owens-Corning Fiberglas Corp. I. Acoustical Sealant: 1. Type: Acrylic latex or synthetic rubber, nonskinning type. 2. Acceptable products: a. AC-20 Acrylic Latex, Pecora. b. Acoustical Sealant, Tremco. c. Acoustical Sealant, United States Gypsum. J. Water Resistant Sealant: Equivalent to USG Sheetrock Brand W/R Sealant, United States Gypsum. K. Joint Tape: ASTM C 475 or FS SS-J-570, Type II, perforated tape. L. Joint Compound: 1. ASTM C 475 or FS SS-J-570, Type 1. 2. Acceptable products: a. Taping compound: Durabond Joint Compound-Taping, United States Gypsum. b. Topping: Joint Compound-All Purpose, United States Gypsum. PART 3 - EXECUTION 3.01 GYPSUM BOARD INSTALLATION A. Gypsum Board Application: 1. Comply with GA-216. 2. Use boards of maximum length to minimize end joints. 3. Stagger end joints when they occur at different framing members on opposite sides of partition. 4. Locate end points as far as possible from center of wall or ceiling. PROJECT 1896-06 (818-27) PAGE 09260-2 5. Abut boards without forcing; neatly fit ends and edges of board and do not place butt ends against tapered edges. 6. Support ends and edges of boards on framing or furring members. 7. Apply board on walls vertically. 8. Apply gypsum board to ceilings with long dimension at right angles to framing; back block ends and edges of gypsum board if required. B. Fasteners: 1. Use screws when fastening gypsum board to metal furring or framing. 2. Use nails or screws when fastening gypsum board to wood furring or framing. 3. Minimum edge clearance from mechanical fasteners: 3/8". 4. Stagger fasteners opposite each other on adjacent ends or edges. 5. Space screws 12" o.c. along supports, 16" o.c. along ends and edges and field of board at walls. 6. Lightly dimple gypsum board with screwhead; do not rupture paper. C. Moisture Resistant Gypsum Board: 1. Treat cut edges and holes with water resistant sealant. 2. Use as base for walls finished with marble. 3. Do not apply moisture resistant board in horizontal , plane. 3.02 ACOUSTICAL (SOUND WALL) APPLICATION A. Erect resilient channels at maximum 24" o.c. Ensure joints occur over framing members. B. Place acoustical insulation in partitions tight within spaces, around cut openings, behind and around electrical and mechanical items within or behind partitions and tight to items passing through partitions. C. Place continuous bead of acoustical sealant at entire perimeter of both faces of partitions which receive acoustical insulation. Seal perimeter of openings and penetrations with acoustical sealant. Close-off sound flanking paths around or through partitions. PROJECT 1896-06 (818-27) PAGE 09260-3 3.03 TRIM A. Install casing beads, corner beads, and other trim flush and full height. Use largest practical length. Miter corners and intersections. B. Mechanically fasten corner beads at external angles of gypsum board work. C. Place casing beads where gypsum board abuts dissimilar materials or where edge would otherwise be unfinished. D. Install control joints where indicated on drawings and additionally in accordance with following: 1. Locate at joints of maximum stress, at points of natural weak planes, such as at openings and juncture of dissimilar materials. 2. In walls and partitions not to exceed 30'-0" centers at locations to align with building module. 3.04 JOINT SYSTEM APPLICATION A. Apply treatment at gypsum board joints both directions, flanges of trim accessories, penetrations, fastener heads, surface defects, and elsewhere as required to prepare work for decoration. B. Apply joint tape at joints between gypsum boards, except where trim accessories are indicated. CU Apply joint compound in three coats, not including prefill of openings in base, and sand between last two coats and after last coat. END OF SECTION PROJECT 1896-06 (818-27) PAGE 09260-4 SECTION 09310 CERAMIC TILE PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 SUBMITTALS A. Product Data: Submit manufacturer's product data and printed instruction for mixing and installing setting materials. B. Samples: 1. Submit tile manufacturer's full color line for selection. 2. Submit grout color samples for selection. C. Certification: Submit master grade certificate stating grade, kind of tile, and identification marks. 1.03 COLOR SELECTIONS A. Colors will be selected by Architect from full range of manufacturer's standard colors. Color schedule will be prepared by Architect. PART 2 - PRODUCTS 2.01 MANUFACTURER AND MATERIALS A. Ceramic Tile: 1. Wall Tile: 4 1/4" x 4 1/4" size, 5/16" thick, modified cushion edge, scored, Crystalline SD-5 by American Olean. 2. Floor Tile: Same as wall time. 3. Base Tile: To match wall tile, cove bottom where ceramic floor tile occurs, straight bottom at other flooring surfaces. 4. Trim Shapes: Round external corners, square internal corners, surface radius at exposed edges, and designed to permit aligning joints in all directions. B. Water: Clean and potable. PROJECT 1896-06 (823-30) PAGE 09310-1 C. Portland Cement: ASTM C150, Type I. 0. Sand: ASTM C144. E. Adhesive: ANSI A136.1, Type I water resistant. F. Primer and Sealer: Type as recommended by manufacturer of setting materials. G. Latex Motar Additive: Equivalent to 4237 Hi-Strength Latex Thin Set Mortar Additive, Laticrete International, Inc. H. Latex Grout Additive: Equivalent to 3701 Grout and Mortar Admixtures, Laticrete International, Inc. 1. Commercial Portland Cement Grout (Colored): 1. Quality: Color grouts containing mineral oxide pigments compatible for use with portland cement. 2. Color: As selected by Architect. 3. Acceptable products: a. Dry Bond Floor Grout and Joint Filler, Laticrete International, Inc. b. Hydroment, Upco Co. c. L&M Acid R Grout, L&M Surco Co. 2.02 MIXES A. Latex Modified Thin Bed Mortar and Slurry Bond Coat: 1. One bag portland cement, 94 Ibs. 2. 100 Ibs. sand. 3. Five gals, latex mortar additive; adjust quantity to produce proper consistency. B. Latex Modified Portland Cement Grout: 1. 50 Ibs. factory mixed commercial portland cement grout. 2. One gal. latex grout additive; adjust quantity to produce proper consistency. 3. Mix in accordance with manufacturers instructions. PART 3 - EXECUTION 3.01 INSTALLATION A. Prepare surface, fit, set, bond, grout, and clean in accordance with applicable requirements of ANSI standards and Tile Council of America: 1. Floors: a. Use latex modified thin-bed mortar, conform to ANSI A108.5 or TCA F102. 2. Walls: Use adhesive, conform to ANSI A108.4 or TCA W242. PROJECT 1896-06 (823-30) PAGE 09310-2 B. Surfaces to receive ceramic tile installed with adhesive shall be primed or sealed according to specific instructions of adhesive manufacturer. C. Layout: 1. Lay out work so that full tile or joint is centered on each wall and no tile of less than half width need be used. 2. For heights stated in feet and inches, use courses of full tile to produce nearest attainable heights without cutting tile. 3. No staggered joints will be permitted. 4. Joints in tile shall align both directions. 5. Align joints between floor and base tile. 6. Make joints between sheets of tile exactly same width as joints within sheet. 7. File edges of cut tile smooth and even. D. Thin Bed Method, Floors and Walls: 1. Apply setting materials with notched trowel using scraping motion to work material into good contact with surface to be covered. 2. Apply only as much setting materials as can be covered within 20 to 30 minutes, or while surface is still tacky. 3. Set tiles in place and beat or rap to ensure proper bond. 4. Align tile to show uniform joints and allow to set until firm before grouting. E. Grouting: 1. Install in accordance with grout manufacturer's recommendations. 2. Pack joints full and free of voids and pits. 3.02 CLEANING A. Clean excess mortar and grout from surface with water as work progresses. Perform cleaning while materials are fresh and before it hardens on surfaces. B. Remove grout haze following recommendation of grout additive manufacturer. Do not use acids for cleaning. C. Protect tile floors with heavy-duty, nonstaming construction paper until Owner occupancy. END OF SECTION PROJECT 1896-06 (823-30) PAGE 09310-3 SECTION 09340 PAVER TILE PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 SUBMITTALS A. Product Data: Submit manufacturer's product data and instructions for mixing and installing setting materials. B. Samples: 1. Submit samples of grout colors for selection. PART 2 - PRODUCTS 2.01 MATERIALS A. Paver Tile: 11 5/8" x 11 5/8" size, 9/16" thick, 401 Terra Cotta by Craft Tile Co. B. Portland Cement: ASTM C 150, Type I. C. Sand: ASTM C 144. D. Water: Clean and potable. E. Latex Mortar Additive: 1. Quality: Comply with requirements for application properties of ANSI A118.4 and meeting following minimum physical properties. a. Compressive strength: 5000 psi mm. b. Bond strength: 500 psi mm. c. Water absorption: 4.0% max. d. Ozone resistance: 200 hrs. @ 200 ppm, no loss of strength. 2. Acceptable product: 4237, Laticrete International, Inc. F. Latex Grout Additive: 1. Quality: Comply with requirements of MIL-B-19235B YD and meeting following minimum physical properties: a. Compressive strength: 3000 psi minimum. b. Bond strength: 500 psi minimum. PROJECT 1896-06 (823-30) PAGE 09340-1 c. Water absorption: 4.0% maximum. d. Ozone resistance: 200 hours @ 200 ppm, no loss of strength. 2. Acceptable products: 3701 Grout and Mortar Admixtures, Laticrete International, Inc. G. Commercial Portland Cement Grout: 1. Quality: Color grouts containing mineral oxide pigments compatible for use with portland cement. 2. Color: As selected by Architect. 3. Acceptable products: a. Dry Bond Floor Grout and Joint Filler, Laticrete International, Inc. b. Hydroment, Upco Co. c. L&M Acid R Grout, L&M Surco Co. H. Sealer: Equivalent to Aqua Mix Sealer, or clear penetrating type sealer as recommended by tile manufacturer. 2.02 MIXING A. Portland Cement Mortar Bed (Cured): 1. One part portland cement. 2. Six parts sand. 3. Water as necessary to produce proper consistency. B. Latex Modified Thin Bed Mortar and Slurry Bond Coat: 1. One bag portland cement, 94 Ibs. 2. 100 Ibs. sand. 3. Five gals, latex mortar additive; adjust quantity to produce proper consistency. C. Latex Modified Portland Cement Grout: 1. 50 Ibs. factory mixed commercial portland cement grout. 2. One gal. latex grout additive; adjust quantity to produce proper consistency. 3. Mix in accordance with manufacturer's instructions. PART 3 - EXECUTION 3.01 INSTALLATION A. Prepare surface, fit, set, bond, grout and clean in accordance with applicable requirements of ANSI standards and Tile Council of America: 1. ANSI: A108.1 with cured portland cement mortar bed. 2. TCA: F101. PROJECT 1896-06 (823-30) PAGE 09340-2 B. Thin Bed Method: 1. Apply latex modified setting materials with notched trowel using scraping motion to work material into good contact with surface to be covered. 2. Apply only as much mortar as can be covered within 20 to 30 minutes, or while surface is still tacky. 3. Trowel small quantity of mortar or scraped onto back of each tile. 4. Set tile in place and rub or beat with small beating block. 5. Beat or rap to ensure proper bond and also to level surface. 6. Align tile to show uniform joints of 3/8" width and allow to set until firm before grouting. C. Grouting: 1. Grout in accordance with manufacturer's instructions. 2. Pack joints full and free of voids and pits. 3. Clean excess mortar from surface with water as work progresses. D. Control Joints: 1. Install control joints where indicated on Drawings and following: a. Parallel to curbs and edging. b. At 90 degree angles or right turns. c. Around interruptions or restraining surfaces, such as perimeter walls, columns, and wall corners. 2. Conform to architectural details. 3. Rake or cut through control joints to setting bed. 4. Sealant and related components specified in Section 07900. 3.02 CLEANING A. Remove mortar or grout droppings before hardening. B. Apply manufacturer's recommended cleaning solution with stiff brush. C. Apply finish coat of sealer in accordance with manufacturer's instructions. END OF SECTION PROJECT 1896-06 (823-30) PAGE 09340-3 SECTION 09900 PAINTING PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 QUALITY ASSURANCE 1.03 SUBMITTALS A. Product Data: Submit manufacturer's application instructions and spreading rates for each material proposed for use. B. Color Samples: Prepare samples of each color selected, on same materials to which respective finishes are required to be applied. C. Schedule: Submit painting schedule; including manufacturer's product name and substrate proposed for painting. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Products specified in Paint Schedule are manufactured by Sinclair Paint. NO SUBSTITUTION. 2.02 COLORS A. Prior to beginning work, Architect will prepare color board for surfaces to be painted. B. Final acceptance of colors will be from samples applied on ]ob. PART 3 - EXECUTION 3.01 PREPARATION OF SURFACES A. Wood: 1. Clean soiled surfaces. 2. Sand surfaces to receive alkyd enamel to smooth and even surface, then dust or vacuum. PROJECT 1896-06 (823-30) PAGE 09900-1 3. Apply sealer to knots, pitch, and resinous sapwood. 4. Fill nail holes, cracks, open joints, and other defects with wood filler to match finish color. B. Gypsum Board: 1. Fill gypsum board with thin layers of drywall joint compound and allow to dry. 2. Sand smooth; do not raise nap of paper on wallboard. C. Galvanized Metal: 1. Clean surface with mineral spirits to remove oily residue. 2. Dry with clean cloth. 3.02 APPLICATION A. Comply with manufacturer's recommendations. Rate of application shall not exceed rate recommended by paint manufacturer for surface involved. Vary slightly color of successive coats. B. Sand and dust between each coat to remove defects visible from distance of 5'-On. Provide smooth finish coats, free of brush marks, streaks, laps or pile up of paints, and skipped or missed areas. C. Leave parts of moldings clean and true to details with no undue amount of paint in corners and depressions. Make edges of paint adjoining other materials or colors clean and sharp with no overlapping. Back prime interior wood trim. Runs on face not permitted. D. Refinish whole wall where portion of finish has been damaged or is not acceptable. Latex paint may be spot retouched if acceptable to Architect. E. Paint interior of ducts, where visible, with nonspecular paint matching walls. F. Finish exterior doors on tops, bottoms, and side edges same color as exterior faces. 3.03 CLEANING A. Do not mar surface finish of item being cleaned. Touch up and restore finish where damaged. B. Remove spilled, splashed, or splattered paint from surfaces. Remove soiled rags from building daily. PROJECT 1896-06 (823-30) PAGE 09900-2 3.04 EXTERIOR PAINT SCHEDULE A. Wood: 1. Type: Alkyd enamel. 2. Finish: Semi-gloss. 3. Items: Doors and frames. 4. System: a. One coat 289 Exterior Wood Primer. b. Two coats 250 Sash & Trim Enamel. B. Wood: 1. Type: Oil base stain. 2. Finish: Semi-transparent. 3. Items: Rough timbers including trellis, exposed beams, joists, and rafters. 4. System: One coat 3900 Stainteke. 5. Alternative system: Refer to Section 01030, Alternative No. 3. C. Galvanized Metal: 1. Type: Alkyd enamel. 2. Finish: Semi-gloss. 3. Items: Flashing and sheet metal. 4. System: a. One coat 7113 Vinyl Wash Primer. b. One coat 25 Zinc Dust Primer. c. One coat 248 Sash & Trim Primer. d. One coat 250 Sash & Trim Enamel. 3.05 INTERIOR PAINT SCHEDULE A. Wood: 1. Type: Alkyd enamel. 2. Finish: Eggshell. 3. Items: Doors, frames, windows, and shelving. 4. System: a. One coat 975 Sinco Prime Undercoater. b. Two coats 2220 Porcelain Eggshell Enamel. B. Wood: 1. Type: Stain/varnish. 2. Finish: Low gloss. 3. Items: Oak thresholds. 4. System: a. One coat 3350 Colormatic Wood Stain. b. One coat 3352 Primer Sealer. c. Two coats 407 Velvet Varnish. PROJECT 1896-06 (823-30) PAGE 09900-3 C. Gypsum Board: 1. Type: Vinyk latex. 2. Finish: Flat. 3. Items: Walls and ceilings not finished as part of Interior Design work. 4. System: a. One coat 1770 Pigmented P.V.A. Sealer. b. One coat 1700 Sinwall Vinyl Latex. END OF SECTION PROJECT 1896-06 (823-30) PAGE 09900-4 SECTION 10195 GLASS SHOWER DOORS PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with Division 1 - General Requirements and referenced documents. 1.02 ALTERNATIVES A. Refer to Section 01030 for Alternative No. 1. 1.03 SUBMITTALS A. Product Data: Submit descriptive literature and installation instructions. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Acceptable Manufacturer: 1. Ace Shower Door Co., Inc. 2. G. M. Ketcham Co. 3. Keystone Shower Door Company, Inc. 2.02 MATERIALS A. Glass: 1/4" tempered obscure glass complying with ANSI Z97.1 and FS DD-G-1403B. B. Frames: Extruded aluminum, ASTM B 221, alloy 6463-T5, clear anodized finish, 1/2" x 1" channel minimum. C. Mastic and Glazing Compounds: Clear silicone as recommended by shower door manufacturer. D. Accessories: Full length, heavy duty 5/16" piano hinge; panic-proof full length magnetic safety latch; pull; combination water-shed and wiping gasket at base of door. PROJECT 1896-06 (818-25) PAGE 10195-1 PART 3 - EXECUTION 3.01 INSTALLATION A. Install doors in accordance with manufacturer's recommendations. END OF SECTION PROJECT 1896-06 (818-25) PAGE 10195-2 SCHEDULES DOOR SCHEDULE \3L.o I ^in 1- 1 W J g uo ! 1 - -? to 0 f OS bJ " ll vn QL 0 Vi * r -sH V- o " Or PROJECT PAGE DS SCHEDULES DOOR SCHEDULE & ix .*!,. 4s* IpSf:&Vr<L J \\ ^ «Jli}v^^ i^ Q v»\fl<« ^§ •M I. VSilt i I \3 *I *V1V5 ^t lo o § I? VA II "rts. 23 O PROJECT PAGE OS SCHEDULES DOOR SCHEDULE ,11! jfl U7 ft UJ Ul V-\\\ (O :? 'c> ^ O\ O 3 PROJECT PAGE DS SCHEDULES ROOM FINISH SCHEDULE CO UJ 111 PROJECT PAGE RFS r r SOUTHERN CALIFORNIA SOIL AND TESTING INC 62BC HIVERDALE ST SAN DIEQQ CALIF 9Z12D . TELE Z8O-43ZI . P O BOX 2O627 BAN DIEGO CALIF 92IZQ 7 4 - B 3 1 VELIE WAY PALM DESERT, CALIF 9226O«TELC 3 4 6 - 1 O 7 B 678 ENTERPRISE ST EBCDNDIDQ, CALIF 92O25 • TELE 746-4544 January 2, 1985 FEB P/TV Costa Del Mar Road ™™ Op CARjO&fln SC$&T 8422369R <i'" La Costa Hotel & Spa Costa Del Mar Road n Carlsbad, California 92008 <i'"S ^Partaient Report No. 1 Attention: Mr Irv Roston SUBJECT: Report of In-Place Density Test Results, Proposed Alga Road Golf Cart Crossing, East of Estrella Del Mar Road, Carlsbad, California. Gnetlemen: In accordance with the request of Mr0 Doug Helming, this report has been pre- pared to prsent the results of the in-place density tests performed on the arch pipe backfill at the subject site by Southern California Soil & Testing, These tests were performed between June 27 and October 16, 1984 Field density tests were performed in accordance with A S T.M. Test 1556-74 at various locations and elevations in the arch pipe backfill. The results and locations of these tests are shown on the attached plates A maximum dry density determination was performed on a representative sample of the tested soil in accordance with A.S<J0M. Test 1557-78, Method A. The results of this test, as presented on Plate Number 1, was used in conjunction with the field density tests to determine the percent of relative compaction of the backfill „ SOUTHERN CALIFORNIA SOIL AND TESTING.I N C r r SCS&T 8422369R January 2, 1985 Page Two Based on our field observations and the in-place density test results, it is our opinion that the soils used and backfilling methods employed were generally in accordance with City of Carlsbad grading ordinances. If you have any questions after reviewing our report, please do not hesitate to contact our firm. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, SOUTHERN CALIFORNIA SOIL & TESTING, INC. Robert^. 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