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1830 Sevilla Blvd (vault) a ^ OFT OF �� ,7,0 _ 2�� Office of Building Official ('�''�-N 7�Z 4i 9 \� REQUEST FOR INSPECTION S Date I ` Permit No. /3 3 Time Received %(3a - /o / Job Add.-ss Locality Owner's © ' Name _ Contractor _ L `7 I BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL raming ❑ Footing ❑ Rough Wiring 0 Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole 0 Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. A.M. Wed. Thurs. Friday P.M. Inspection Made A.M. Inspector Final Inspect j^Eft Certificate of Occupancy❑ Date //�� ,- /CITY OF n��_ �� , IGcostic /s�-glolUda Office of Building Official REQUEST FOR INSPECTION 9 - (c —9 Permit No. 33 99 Date Time A.M. Received P.M. 3 c 3 S A c v o. CAJ I - / 61 ° _�Jeb Address Locality Owner's d ^_�4 e Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final Li Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. C Wed. Thurs. Friday P.M. Inspection Made / 0 4 - `� ► Final Inspection Inspector . float of Occupancy Sf it I_(: /J 6,1) o M Date AGREEMENT FOR PAYMENT OF SEWER AND WATER CONNECTION FEES BETWEEN ALLIVES LIMITED AND THE CITY OF ATLANTIC BEACH AT SEVILLA CONDOMINIUMS BUILDING III The undersigned limited partnership or its successors in interest, by and through its general partner, Sevilla Develop- ment Corporation, Inc . , have undertaken to construct the third residential building of the Sevilla Condominiums and have been advised by the City of Atlantic Beach that there is due the City $27,300 for sewer connections , and $7, 830 for water connections, amounting to a total sum of $35 , 130, which said sums are required for the Sewer Plant fund. It is agreed between Allives and the City that this sum may be paid in the following manner and under the following conditions : FIRST PAYMENT - One-third (1/3) - $11,710 at or prior to the request for inspections of rough plumbing. SECOND PAYMENT - One-third (1/3) - $11, 710 at or prior to request for final inspection of the plumbing. THIRD PAYMENT - One-third (1/3) - $11, 710 at or prior to request for issuance of certification of occupancy for any or all of the units . This final payment represents the total sum due. Failure to comply with or make any of the above three pay- ments in a timely manner shall result in the denial of any further necessary plumbing inspection or the final electrical inspection by the City of Atlantic Beach until the terms of this agreement are complied with. This agreement entered into this 27th day of February 1980. ALLIVESrLIMITED by its General Partner Sevil'(a Development Corporation, Inc . WITNESS : / 44(,-({ George Bull, President CITY 0. ATLANTIC B• • CH WITNES "dr gat.. r / / # .11 A .1. A ,// Bill M. Davis, City Manager CITY OF ATLANTIC BEACH WATER CONNECTION CITE DATE 2/80 75:30,..on LOCATION 1800 Selva Marina Drive OWNER Allives,Ltd. ( Sevilla ) PLUMBING FIRM MASTER PLUMBER BUILDER OR CONTRACTOR Fred M. Cox , Inc. TYPE OF BUILDING Residential ( 39 Condominiums ) BATHROOM GROUP CONSISTING OF SHOWER STALL, DOMESTIC (2 units) WATER CLOSET LAVATORY & BATHTUB OR SHOWER (6 units) 0!o-O O. ©fs SHOWER GROUPS PER HEAD (3 units) BATHTUB (WITH OR WITHOUT OVER SURGEOND SINK (3 units) HEAD SHOWER) (2 units) FLUSHING RIM SINK (8 units) BIDET (3 units) SERVICE SINK TRAP STAND (3 units) CCIBINATION SINK AND TRAY (3 units) POT, SCALLERY SINK (4 units) COMBINATION SINK AND TRAY W/FOOD DIS. (4 units) URINAL, PEDESTAL, SYPHON JET BLOWOUT (8 units) DENTAL UNIT OR CUSPIDOR (1 unit) URINAL, WALL LTP (4 units) DENTAL LAVATORY (1 unit) URINAL STALL, WASHOUT (4 units) DRINKING FOUNTAIN j1/2(1/2 unit) URLNAL TROUGH EACH 2-FT. SECTION &9 DISHWASHER (2 units) 7g0. OCR (2 units) FLOOR DRAINS (1 unit) ( y,7,- WASHING MACHINE RES. (3 units) KITCHEN SINK (2 units) WASH SINK EACH SET OF FAUCET (2 units) " KITCHEN SINK W/FOOD WASTE GRINDER (3 units) 0.// 7o, o o DATER¢AS T, TANK OP (4 units) _AVATORY (1 unit)" ,)-70. 60 [ALTER CLOSETS, VALVE OP (8 units) LAVATORY, BARBER, BEAUTY PARLOR LAUNDRY TRAY (2 units) (2 units) LAVATORY, SU1 ANDS (2 units) AGREEMENT FOR PAYMENT OF SEWER AND WATER CONNECTION FEES BETWEEN ALLIVES LIMITED AND THE CITY OF ATLANTIC BEACH AT SEVILLA CONDOMINIUMS BUILDING III The undersigned limited partnership or its successors in interest, by and through its general partner, Sevilla Develop- ment Corporation, Inc . , have undertaken to construct the third residential building of the Sevilla Condominiums and have been advised by the City of Atlantic Beach that there is due the City $27,300 for sewer connections, and $7, 830 for water connections , amounting to a total sum of $35, 130, which said sums are required for the Sewer Plant fund. It is agreed between Allives and the City that this sum may be paid in the following manner and under the following conditions : FIRST PAYMENT - One-third (1/3) - $11,710 at or prior to the request for inspections of rough plumbing. /a/i%d' �� io .o 0 SECOND PAYMENT - One-third (1/3) - $11, 710 at or prior to request for final inspection of the plumbing. THIRD PAYMENT - One-third (1/3) —$11, 710 at or prior to request for issuance of certification of occupancy for any or all of the units . This final payment represents the total sum due. Failure to comply with or make any of the above three pay- ments in a timely manner shall result in the denial of any further necessary plumbing inspection or the final electrical inspection by the City of Atlantic Beach until the terms of this agreement are complied with. This agreement entered into this 27th day of February 1980. ALLIVE " .IMITED by its General Partner Sevilla Development Corporation, Inc . WITNESS: kei)74. ,-/IZCZ( ae- r,) a4 (I a George Bull, President CITY 0 • ATLANTIC BI'.• CH WITNES : ` i if A. // Bill M. Davis , C ty Manager AGREEMENT FOR PAYMENT OF SEWER AND WATER CONNECTION FEES BETWEEN ALLIVES LIMITED AND THE CITY OF ATLANTIC BEACH AT SEVILLA CONDOMINIUMS BUILDING III The undersigned limited partnership or its successors in interest, by and through its general partner, Sevilla Develop- ment Corporation, Inc . , have undertaken to construct the third residential building of the Sevilla Condominiums and have been advised by the City of Atlantic Beach that there is due the City $27,300 for sewer connections , and $7, 830 for water connections, amounting to a total sum of $35, 130, which said sums are required for the Sewer Plant fund. It is agreed between Allives and the City that this sum may be paid in the following manner and under the following conditions : FIRST PAYMENT - One-third (1/3) - $11, 710 at or prior to the request for inspections of rough plumbing. SECOND PAYMENT - One-third (1/3) - $11, 710 at or prior to request for final inspection of the plumbing. THIRD PAYMENT - One-third (1/3) - $11, 710 at or prior to request for issuance of certification of occupancy for any or all of the units . This final payment represents the total sum due. Failure to comply with or make any of the above three pay- ments in a timely manner shall result in the denial of any further necessary plumbing inspection or the final electrical inspection by the City of Atlantic Beach until the terms of this agreement are complied with. This agreement entered into this 27th day of February 1980. ALLIVESI.,IMITED by its General Partner Sevil'fa 'Development Corporation, Inc. WITNESS: ..ZeZ-1( George Bull, President CITY 0• ATLANTIC B• CH WITNES : .40 I, it • Bill M. Davis , C ty Manager • .� 1. i1 i'. a 117.J..l Sevi Ll.d CONDOMINIUM HOMES 1800 Selva Marina Drive Atlantic Beach,Florida 32233 (904)249-3893 December 15 , 1980 City of Atlantic Beach Bill M. Davis , City Manager Atlantic Beach, Florida 32233 Dear Mr. Davis: Re: Water and Sewer Connections , Sevilla Condominiums - Building III Enclosed please find Sevilla Development Corporation check to the order of the City of Atlantic Beach in the sum of $11, 710. 00 as the first payment contemplated by the Agree- ment between AlliveS Limited (the owner of the building) and the City of Atlantic Beach. Very truly yours, /1744 George 431111 GB/ah Enc . check cc: Jerry Kenyon, Kenyon Construction Company • A CITY OF ATLANTIC BEACH APPLICATION FOR WATER CUT-IN APPLICATION IS HEREBY MADE FOR 3/4 " Tap WATER CUT-IN AT THE FOLLC WING ADDRESS FOR 39 UNIT (S) CUT-IN CHARGE OF STREET NO. 1800 Selva Marina Drive LOT BLOCK SUBDIVISION ACCOUNT NO. MASTER PLUMBER MAILING ADDRESS DATE METER NO. DAZE INSTALLED C!TY OF ATLANTIC BEACH ALICWION aZWER CONNECT IONS ACC.OUNT NO0 DATE 2/ /8 0 IOU&ION 1800 Selva Marina Drive Li4-71: NO BLOCK NO0 UBD ISIONI 7.1[10131■70 Allives Ltd ( Sevilla ) TYPE OF MEWING s/f Dwellings ( 39 Condominiums ) MASTER PLUMBER DATE INSPECTED BY - - SEVILLA DEVELOPMENT CORPORATION, INC. 1199 PH 249-3893 1800 SELVA MARINA DR. 63 ATLANTIC BEACH, FL 32233 -705 19 631 gt) PAY TO THE CYD ' ORDER OF 1 k..,\ 4 Of ri A C n, r I // , r.7 144: • t-7 •- 0'1 , t•Al • r Lnj t DOLLARS f114''' S. ILL• DEVELOPMENT CORPORATION, INC. 7t6 CEAN STATE BANK .4' UHE 197■>..C.pf'.71TIIT.DA 32233 FOR I Ott - • v? ' •IAS. 1•41.74/ V3U L ) • all; e -1:06 3 LO 70 SO1: 705 07'368 2 2lis( • d ' rn Sevi Lia CONDOMINIUM HOMES 1800 Selva Marina Drive Atlantic Beach,Florida 32233 (904)249-3893 December 15 , 1980 City of Atlantic Beach Bill M. Davis , City Manager Atlantic Beach, Florida 32233 Dear Mr. Davis : Re : Water and Sewer Connections , Sevilla Condominiums - Building III Enclosed please find Sevilla Development Corporation check to the order of the City of Atlantic Beach in the sum of $11, 710. 00 as the first payment contemplated by the Agree- ment between AlliveS Limited (the owner of the building) and the City of Atlantic Beach. Ve y ruly yours, d141C George Bull GB/ah Enc . check cc: Jerry Kenyon, Kenyon Construction Company CITY OF • Fr,s.tie4 1 716 OCEAN BOULEVARD—DRAWER 25 ATLANTIC BEACH. FLORIDA 32233 May 15,1981 , A ,k a CIF alt RECEIVED 9 MAY 18181 4r Sevilla Developmelit Corporation, Inc. , PRE-SERVICE SECTION 3RD FLOOR. JACKSONVILLE ELECTRIC AUTHORITY BLDG. 233 W. DUVAL. JACKSONVILLE,FLORIDA 32202 Dear Sir: The following listed final inspections have been completed and are satisfactory: Permit No.11 2799 - 1830 SEVILLA BLVD UNIT No.11108. ATLANTIC BEACH FLORIDA 32233 UNITED ELECTRIC CO. Permit No.1/ 2801 - 1830 SEVILLA BLVD UNIT No.11308. ATLANTIC BEACH FLORIDA 32233 UNITED ELECTRIC CO. Permit No. 1/ 2804 - 1830 SEVILLA BLVD UNIT No.1/311. ATLANTIC BEACH FLORIDA 32233 UNITED ELECTRIC CO. Sincerely, C7�� • GAE/REV G.A.EDWARDS DIRECTOR OF PUBLIC WORKS WILLIAM S H(DV.ELL JAMES E MHOON ALAN C. JENSEN L. W. MINTON, JR. CATHERINE G. VAN NESS Mayor-CD:r ..-.cner Co^nr-•;ss oner Comm,5s.:,-)er Commissioner Commissioner BILL M. DAVIS OL; .E C EAL& MRS. ADELAIDE R TLCKER CARL STUCKI - T 1 :,..a:71 •, A••. 'ney Cr.y C1=rk. Tr as Cc _ er Cr..e' of Police -"uecWr of Public V/Crks Fare Ce;;ar:•nent C ENT4 c _ . :‘aDS 1 F 'i t.1-04:RC B:41:44 - Ratida i 716 OCEAN BOULEVARD—DRAWER 25 a ATLANTIC BEACH. FLORIDA 32233 E.'.. Ll 5 --i,i,-/Y.....YL March 24, 1981 Mr. John Cerasaro JACKSONVILLE ELECTRIC AUTHORITY 233 West Duval Street Jacksonville, Florida 32202 Dear John: Electrical Permits Nos. 2784 through 2822 were issued by the City of Atlantic Beach for building three of the Sevilla complex being developed by Mr. George Bull, including Permit No. 2891 for a house meter. When the contractor took out the permits for the above referenced unit, inadvertently an incorrect address of 1830 Selva Marina Drive was utilized. The actual address of building three at Sevilla is 1830 Sevilla Boulevard and consists of units numbered 100 through 312. . Would you please take the necessary step to convert this building three address to that of 1830 Sevilla Boulevard. Sinc-rely, . IA Bill M. Davis 1 City Manager BMD:jl v_u , t v V.0. ,:r a ccvda pevelcp;a0 NcA 1 �,� COp" ,^C /ILLIAM S. HOWELL _JAMES E. MHOON ALAN C. JENSEN L. W. .MINTON, JR. CATHERINE G. VAN NESS j Mayor-Commissioner Commissioner Commissioner Commissioner Commissioner LL M. DAVIS OLIVER C BALL MRS ADELAIDE R. TUCKER CARL STUCKI F'"... - , C;ty Mar.ager City Attorney City Clerk-Treasurer-Comptroller Chief of Police ' erector of Putiic Works and Fire Department 'LPN A EC.V.:,'RDS •t J , McFADDEN A. NEWELL DATE JO. NO CONSULTING ENGINEERS PRO,EFeb. 18. 81 _ 1919 Beachway Road Suite 5J Sevilla Condominium III JACKSONVILLE, FLORIDA 32207 LOCATION Phone 904 39C-6551 1800 Selva Marina Drive _ CONTRACTOR OWNER TO Mr. George Bull Jr . Architect _ WEATHER TEMP. 0 at 10:45 AM 47-11th Street Raining °at PM • PRESENT AT SITE Atlantic Beach, Fla. 32233 Howard Crosby U/E Supt. Ken Barnes , Kenyon Supt. THE FOLLOWING WAS NOTED: Re : Field Electrical Inspection of Meter Centers , Distribution Panels, Feeders and Branch Circuit Wiring. Responding to a request made Feb. 18, 1981 by George Bull, Jr. I was con- ducted into the site by Bob Stasiewicz , Owner' s Representative, and admitted: into the electrical meter room to initiate this inspection. The work in the electrical meter center room including Panels "HP" & HL", - (excepting the Emergency Panel) , are to the best of my knowledje and belief equal to if na_t better than has been called for in the contract documents and subsequently revised by change order No. Four (4) Item Nos . 1, 2,5, 9 ,10 and 11. The_emexgency panel installed is a 30a 2 pole with 30a fuses in lieu of 30a 3 pole as specified. Wnrkmanship_observed is above average. The following units were inspected as representative suites : 101, 102 , 105 , all uni t c ; 1 flOa "C" anit3_114a_`B" unit and 112a "D" unit. Unit 112 is nearly complete with devices and coverplates installed, less kitchen appliances and cirruit_br_eakers . Circuit breaker panels are installed and rough-in electrical work completed in the remaining suites . Panels are as indicated in "shop T)rawi ngs" approNed_5-$--80 as complying with the des_ ign concept -of the project and information given in the contract documents in my possession. ThP projact__electrical _ .stems_w_exe designed original_ for wiring installed in conduit. An addendum No. 1 dated 3 October 1979 modified the design to allow __types NM, (Non _metalic)_U_F,__Cunderground feeder) , and USE. (Underground Service Entrance) cable wiring methods where applicable and approved by the NEC and other a,ithorities._having-_jurisdiction. _These wiring systems are known in the "Electrical Trade" as 'Residential or House Wiring" methods . The use of No. 14 AWC_ si 7Pc _hecomPS__ommon_becaus__0 _the difficulty of making_ connections to wire binding screws of residential devices with No. 12 wire. ThP_NO_ 14 wire-is al l ow2A a`maximum sonneoted continuous load of 12 amperes, a No. 12-16 amperes , and maximum loads of 15 and 20 amperes each respectively. The - pg1a-cat..i.an_o_£__Nci_L4_wire obliges the P1 ertri ri an to radis_tribute loads . increase the number of circuits approximately 33% and limits circuit lengths t whi c�, _o.f 3 of the circuit voltage to that - .=-tea.-lcuas-� minimum_u�l.�ag�--ern-p g 31 volts . The-use of No 14 wire_makes he- application of space one pole circuit breaker more practical. No 12 and larger wires are toostrong for % space C/Bs, which -- e-ma-d-e- w-ith tr- ps t^ 0 am^°r°S and approved by mast Anthnriti es_having jurisdiction. The electrical work observed this date is very well done and - . - - - .., - i - - . - - • - . . - "ode.l of workmanship_ COPIES TG . JJ CE1. ' , L' ; /'` ir] SIGNED 111- riff 1 igy �;��d • (.. . _ , __- SEVILLA CONDOMINIUMS '" ,,,v-JiaJLi ,-cie, </, (?,t" ' ty,i4a. GVV'‘ o{{,c\a` 1\014 ,A rmrt ° , . . O `G, I OR pe vcs F o`str\oc N°• / -4 C Q ` / ooy\itY IY n:.., ___.,,...,. M np X ,--g 4 00 .._ .. .0 P M , , .0140._ ...0 o f°na` Neater' .o• •/I qtr ' vv. o voter ostel ess J PM• Roeerve d ! b Pd d h W1% ' ewe .' ' o P M . „g 00 .0 Gas p ooh • , p• (ve G o °o{U . ..o eess!,:t IA-NS .o F\ Ces .'•• p • p otc°pa\e tO `82' Ft.'. S v+oer s J G of •. •'p ,eop osp e` N W11 15141 o Cn o tin o o F ra \ 0001 l M R hi 5 P Geer a<r p g, .. . foto • o FNs n r pcos. N .M ftr oa b od 0 21c p YlWed i hadeei Foaog o co .••_., , D S \ Bea \ruts loes /. McFadde O�� / _,ectrical Engineer. 0o Made V „spec- trOo • \ospect°r GEORGE BULL, JR. A R C H I T E C T TKRilia?` klba MPFI 47-11th Street 491a*MDMPKANnUaNDX4X1A7A01 Atlantic Beach, Florida 32233 9 0 4 / 2 4 6 . 4 4 6 9 3 October 1979 SEVILLA CON COXI1v IUh1S Fhase III Atlantic Beach, Florida. Addendum No. 1 Electrical Specification Page 16A-59 add the following paragraph: 12.3- Where applicable and approved by the National Electric Code and other authorities having jurisdiction, Type NM, UF, USE may be used. Where feeders are run in masonry walls or below concrete slabs , conductors shall be run in conduit. END OF ADDENDUM SPECIFICATIONS INDEX BIDDING REQUIREMENTS PROPOSAL FORM 1-4 CONDITIONS OF THE CONTRACT GENERAL CONDITIONS (A.I.A. FORM A-201) SUPPLEMENTARY GENERAL CONDITIONS SGC-1 - SBC-5 ALTERNATE S. G. C. Alt. SGC-1 - Alt. SGC-4 DIVISION 1 - GENERAL REQUIREMENTS 1A SPECIAL CONDITIONS lA-1 - 1A-9 DIVISION 2 - SITEWORK 2B SITE CLEARING 2B-1 - 2B-2 2C EXCAVATING, BACKFILLING AND GRADING 2C-1 - 2C-5 2D SITE DRAINAGE AND UTILITIES 2D-1 2E PAVING 2E-1 - 2E-2 2F LANDSCAPING AND IRRIGATION SYSTEM 2F-1 DIVISION 3 - CONCRETE 3A FORMWORK 3A-1 - 3A-4 3B FEINFORCING STEEL 3B-1 - 3B-3 3C CAST IN PLACE CONCRETE 3C-1 - 3C-9 3D HOLLOW CORE SLABS 3D-1 - 3D-2 3E PRECAST CONCRETE HANDRAILS 3E-1 3F INSULATING CONCRETE 3F1 - 3E-2 DIVISION 4 - MASONRY 4A BLOCK MASONRY 4A -1 - 4A-3 4B Brick MASONRY 4B-1 - 4B-3 DIVISION 5 - METALS 5B MeTAL DECKING 5B-1 - 5B-2 5C MISCELLANEOUS METAL 5C-1 - 5C-5 5F OPEN WEB STEEL JOISTS 5F-1 - 5F-2 DIVISION 6 - CARPENTRY 6A ROUGH CARPENTRY 6A-1 - 6A-5 6B FINISH CARPENTRY 6B-1 - 6B-3 6C BUILDING INSULATING 6C-1 - 6C-2 6D CABINETWORK 6D-1 - 6D-3 DIVISION 7 - MOISTURE PROTECTION 41/ 7A ROOFING 7A-1 - 7A-2 7C BUILT-UP ROOFING 7C-1 7D TILE ROOFING 7D-1 7F SHEET METAL 7F-1 - 7F-3 7K CAULKING & SEALANTS 7K-1 - 7K-2 7L THROUGH WALL FLASHING 7L-1 DIVISION B - DOORS, WINDOWS AND GLASS 8A WOOD DOORS 8A-1 - 8A-3 88 METAL DOORS 8B-1 - 8B-2 8C ALUMINUM SLIDING GLASS DOORS AND WINDOWS 8C-1 - 8C-2 8D SPECIAL DOORS 8D-1 - 8D-2 BE METAL FRAMES 8E-1 - 8E-2 8F ALUMINUM STOREFRONT GLASS AND MIRRORS 8F-1 - 8F-3 8H FINISH HARDWARE 8H-1 - 8H-3 DIVISION 9 - FINISHES 9A LATH AND PLASTER 9A-1 - 9A-4 9C DRYWALL 9C-1 - 9C-4 9D TILE WORK 9D-1 - 9D-3 9L PAINTING AND FINISHING 9L-1 - 9L-4 9M LUMINOUS CEILINGS 9M-1 DIVISION 10-- SPECIALTIES 10A MISCELLANEOUS SPECIALTIES 10A-1 - 10A=3 DIVISION 12 - FURNISHINGS 12A Carpeting and sheet vinyl 12A-1 12B APPLIANCES 128-1 DIVISION 14 - CONVEYING EQUIPMENT 14B HYDROLIC ELEVATOR 14B-1 - 148-4 DIVISION 15 - MECHANICAL GENERAL REQUIREMENTS 15-1 - 15-8 15A PLUMBING 15-1 - 15A-7 15B HEATING, VENTILATING AND A.IRCONDITIONING 15-B - 15B-5 15C FIRE EXTINGUISHERS 15C-1 -15C-2 15D SOLAR HOT WATER HEATING SYSTEM 15D-1 DIVISION 16 - ELECTRICAL 16A ELECTRICAL 16A-1 - 16A-6 PROPOSAL FORM PROPOSAL OF (Name of Bidder) PROPOSAL FOR SEVILLA CONDOMINIUMS A Residential Development Architect GEORGE BULL, JR. C/0 Dear Sir: The undersigned, having examined the Drawings, Specifications and related documents, the site of the proposed Work, being familiar with all of the conditions relating to the construction of the proposed project, including the availability of materials and labor, hereby proposes to furnish all labor, materials , services, equipment and appliances required in connection with or incidental to the construction including all addenda in strict con- formance with the following Specifications and Drawings. Specification Sections : Instructions to bidders, AIA General Conditions of the Contract for Construction (AIA Document A201,) latest edition, Supplementary General Conditions, Sections and divisors as indicated in the specification indes. Drawings : Sheet Nos. A-1 through A.-20 S-1 through S-10 P-1 through P-4 AC-1 through Ac-4 E-1 through E-7 TV-1 prepared by George Bull , Jr. , Architect, for the Base Bid amount of: DOLLARS ($ )• Proposal - 1 SUBCONTRACTORS : This Base Bid proposal is predicated on acceptance of the following principal subcontractors by the Architect and Owner: i Mechanical work : _ • (Contractor's Name) (Address) Electrical work : (Contractor's Name) (Address) Plumbing work: (Contractor ' s Name) (Address) - PreCast , Prestressed lt: Hollow Core Slab : (Contractor' s Name) • (Address) IL.0 Proposal - 2 EXTRA WORK: The undersigned agrees that, should any change in the Work, or extra Work, be ordered, where the unit pricesi-set out above. are not applicable, the following applicable percentage shall be added to material and labor costs to cover overhead and profit. A. Allowance of Contractor for overhead and profit for extra work performed by the Contractor 's own force : Percent . B. Allowance to Contractor for overhead and profit for extra work performed by a subcontractor and supervised by the Contractor : Percent . t Proposal - 3 UD#1-3-72 BID FORM RESPECTFULLY SUBMITTED, / CORPORATIONS ONLY FILL IN THE BIDDERS (OTHER THAN CORPORATIONS) FOLLOWING FILL IN THE FOLLOWING (Legal name of corporation) (Legal name of bidding firm) (State of incorporation) (Address) (Type name of officer) (Type name of officer) (Signature of officer) (Signature of officer) (Title of officer) (Title of officer) (Date) (Date) WITNESS : (Name of witness typed in) (Signature of witness) (Address of witness ) (Date) SEAL OF CORPORATION : (Signature of bidder, including corporation officer, must be witnessed and proposal dated to be valid. ) Proposal - 4 UD#1-3-72 GENERAL CONDITIONS "THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTION OF BUILDINGS", Document A-201, issued by the American Institute of Architects, latest edition, relates to the Work of this Project and is hereby made a part of this Contract as though fully contained in these Specifications. The Contractor is hereby specifically directed, as a condition of the Contract, to obtain the necessary number of copies of Document A-201, to acquaint himself with the Articles contained therein and to notify and apprise all Subcontractors, suppliers and any other parties to the Contract or individuals or agencies engaged on the Work as to its contents. No contractual adjustments shall be due or become exigent as a result of failure on the part of the Contractor to fully acquaint himself and all other parties to the contract with the conditions of Document A-201. General Conditions SUPPLEMENTARY GENERAL CONDITIONS THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", AIA DOCUMENT A 201, TWELFTH EDITION, APRIL 1970, ARTICLES 1 THROUGH 14, INCLUSIVE ARE HEREBY MADE PART OF THESE SPECIFICATIONS THE SAME AS IF REPRODUCED HERE IN FULL EXCEPT AS MODIFIED, RESCINDED OR SUPPLEMENTED BY THESE SUPPLEMENTARY GENERAL CONDITIONS, WHICH TAKE PRECEDENCE. THOSE PORTIONS OF THE AIA GENERAL CONDITIONS WHICH ARE NOT ALTERED BY THESE SUPPLEMENTARY GENERAL CONDITIONS SHALL REMAIN IN EFFECT AS PUBLISHED. COPIES OF THE AIA GENERAL CONDITIONS MAY BE EXAMINED AT THE OFFICES OF THE ARCHITECT OR MAY BE PUR- CHASED AT NOMINAL CHARGE FROM ANY DEALER IN ARCHITECTS' SUPPLIES OR FROM THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W. , WASHINGTON, D. C. 20006. CONTRACT DOCUMENTS: (Article 1) A. EXECUTION, CORRELATION, INTENT AND INTERPRETATIONS: 1. DELETE Article 1.2.1 in its entirety. 2. After Article 1.2.5, ADD the following new Article: 1.2.6 In cases of discrepancy concerning dimension, quantity and location , the Drawings shall take precedence over the Specifications. Explanatory notes on the Drawings shall take precedence over conflicting drawn indications; large scale ""_ details shall take precedence over smaller scale drawings and figured dimensions shall take precedence over scaled measure- ments... Where figures_are .not shown, scale measurements shall be followed -but shall in --a11 cases be verified by measuring'- - actual conditions of Work already in place;- In cases-of disc=-- crepancy concerning .quality -and application of materials-and nontechnical requirements over materials,--the Specifications shall take precedence over the Drawings. ARCHITECT: (Article 2) A. ADMINISTRATION OF THE CONTRACT: 1. In Article 2.2.8 and 2.2.12, fourth line, DELETE the word "insure" and SUBSTITUTE "effect ." 2. To Article 2.2. 9, ADD the following: • The term "artistic effect" as used herein refers to color, texture , profile and juxtaposition of masses. The Architect shall be the sole interpreter of the design intent with respect to such matters, but the Architect 's authority with respect thereto shall not contravene any other rights of either the Owner or the Contractor ascribed to them by other provisions of the Contract. SGC-1 UD#1-3-72 3. From Article 2.2.16, DELETE the second sentence in its entirety. CONTRACTOR: (Article 4) A. PERMITS, FEES AND NOTICES: 1. Revise the concluding sentence of Article 4.7.2 to read as follows: If the Contractor performs any Work in a manner contrary to such laws , ordinances, rules and regulations, and without such notice to the Architects, he shall assume full responsi- bility therefor and shall bear all costs attributable thereto. 2. ADD the following Article: 4.7.3 Any reference in the Specifications text to codes, standard specifications or manufacturer's instructions shall mean the latest printed edition of each in effect at the contract date. B. CASH ALLOWANCES: INSERT a period at the end of the 15th line in Article 4.8.1. The last four lines of that Article, as published, are hereby DELETED. C. PROGRESS SCHEDULE: ADD Article 4.11.2 as follows: 4.11.2 . - Completed progress.schedule sha11_be submitted_ to Architect _ no later than thirty (30) calendar days_ after_ date of Agreement -and - shall be updated during construction' as required to keep it current. _ Nothing in this requirement shall be deemed to be a usurpation of the Contractor's authority and responsibility to plan and schedule the Work as he sees fit subject to all other requirements of the Contract Documents. D. SHOP DRAWINGS AND SAMPLES: ADD the following: 4.13.9 Submission of Shop Drawings and Samples to Architect is re- quired for only those items specifically mentioned in the Specification Sections. If Contractor submits Shop Drawings for items other than the above, Architect will not be obliged to review them. Contractor shall be responsible for procuring Shop Drawings for his own use as he may require for the progress of the Work. CSGC-2 UDit1-3-72 4.13.10 The term "Shop drawing" as used herein also includes but is not limited to fabrication, erection, layout , and setting drawings, manufacturers' standard drawings, descriptive literature, catalogues, brochures, performance and test data, wiring and control diagrams, all other drawings and descriptive data pertaining to materials, equipment , piping duct and conduit systems and methods of construction as may be required to show that the materials, equipment or systems and the posi- thereof conforms to the Contract requirements. As used herein, the term "manufactured" applies to standard units usually mass-produced; and "fabricated" means items specifically assembled or made out of selected materials to meet individual design requirements. Shop Drawings shall establish the actual detail of all manufactured or fabricated items; indicate proper relation to adjoining Work; amplify design details of mechanical and electrical equipment in proper relation to physical spaces in the structure; and incorporate minor changes of design or construction to suit actual conditions. 4.13.11 Following Contractor's review and approval, he shall submit to Architect one reproducible copy of shop drawings plus one print until final approval by Architect . Architect , at Owner's expense, will make prints for himself, Owner and Project Representative and then return the reproducible copy to Contractor in order that as many additional prints may be made, at Contractor's expense, as he may require for the remain- ing parties concerned. Contractor shall submit at his expense to Architect six copies each of non-reproducible submittals, i. e. , brochures, . catalogue cuts, etc. 4 .13.12 Manufacturers Instructions: Where any item of work is required by specification to be furnished, installed or performed in accordance with a specified product manufacturer's instructions, Contractor shall procure end distribute the necessary -copies of such instructions to all -_ concerned parties. E. CLEANING UP: ADD the following Articles: 4 .16.3 Besides the "broom cleaning", the following special cleaning is required just prior to acceptance: 1. Remove stains ; wash and polish glass, inside and outside . This Work shall be done by persons skilled and equipped for such Work. 2. Remove foreign matter, marks , stains, foreign paint , fingerprints, soil and dirt from (and have in a polished condition where appro- priate) the following: a. Painted , decorated and stained work. b. All hardware, fixtures and incorporated equipment. SGC-3 Ud#1-3-72 • c. All finished surfaces and metal surfaces, whether interior or exterior. d. All doors and windows. 4.16.4 In addition to clean-up provisions of the specifications, Contractor shall take appropriate steps to prevent air-borne dust due to Work under this contract. Water shall be applied wherever practical to settle and hold dust to a minimum, particularly during excavation and moving of materials. F. INDEMNIFICATION: DELETE Article 4.18.3 in its entirety and substitute the following: 4.18.3 The obligations of the Contractor under this paragraph 4.18.3 shall not extend to the liability of the Architect, his agents or em- ployees arising out of (1) the preparation or approval of maps, drawings , opinions, reports, surveys, change orders, designs or speci- fications, or (2) the giving of directions or instructions by the Architect, his agents or employees provided such giving is the primary cause of the injury or damage. SEPARATE CONTRACTS: (Article 6) A. MUTUAL RESPONSIBILITY OF CONTRACTORS: In Article 6.2.3, 8th and 9th lines, DELETE the words "at the Owner's expense". MISCELLANEOUS PROVISIONS: (Article 7) A. CLAIMS FOR DAMAGES: In Article 7.4.1, 5th and 6th lines, DELETE the words "a reasonable time" and SUBSTITUTE the words "Twenty (20) calendar days". PAYMENTS AND COMPLETION: (Article 9) DELETE Article 9.3.1 in its entirety and SUBSTITUTE the following: 9.3.1 At least ten days before each progress payment falls due, the Contractor shall submit to the Architect an itemized Application for Payment based on the previously approved schedule of values, of ninety percent of the value of labor and materials incorporated in the Work, and of all stable materials suitably stored at the site, up to and in- cludinr the last day of the preceding month, less the aggregate total SGC-4 UD#1-3-72 • of all previous payments; provided the aggregate total of all monthly payments shall not exceed ninety percent of the Contract Price. Appli- cations for payment shall be supported by data substantiating the Con- tractor's right to payment as the Owner or the Architect may require. CHANGES IN THE WORK: (Article 12) A. CHANGE ORDERS (Article 12.1) ADD the following Article 12.1.8 to Article 12.1: 12.1.8 Costs to be considered in determining a change in the Contract Sum under subparagraphis 12.1.3 and 12.1.4 shall be limited to the follow- ing: (1) Cost of materials, including cost of delivery and any appli- cable taxes; (2) Cost of labor, including applicable taxes, insurance and mandatory and customary employee benefits (cost of labor may include the prorata time of a foreman only when an extension of Contract Time is granted on account of the change); (3) Rental cost of power tools and power equipment , and any taxes legally applicable to such rental costs; (4 ) The cost of Subcontract Work which shall be computed as set forth in this subparagraph 12.1.8. All costs other than for items (1), (2), (3) and (4) hereof are considered to be included in overhead expense. • IIIF I 411,- SGC-5 UD#1-3-72 3 • 7 ALTERNATE SUPPLEMENTARY • GENERAL CONDITIONS E -� NOTE: THE FOLLOWING SUPPLEMENTARY GENERAL CONDITIONS ITEMS ARE NOT UNIVERSAL AND SHOULD BE CONSIDERED RESPECTIVELY: • CONTRACT DOCUMENTS: (Article 1) DELETE Article 1.3.1 in its entirety and SUBSTITUTE the following: • The Contractor will be furnished, free of charge, twelve ( 12 ) copies of the Drawings and Specifications and will be furnished, at actual cost of reporduction, as many additional copies as he may require. ARCHITECT: (Article 2) ADD to Article 2 .1. 1 the following: The term Architect as used herein refers to GEORGE BULT, • JR. • CONTRACTOR: (Article 4) • "rr ADD Article 4. 11.3 as follows : 4.11.3_ The progress _schedule shall be of a type similar to the CPM, PERT, DYNA-PERT schedules _or their equivalent: in the opinion of Architect. The number of activities-and structure of the progress schedule shall be adequate-7: - to explain the various -stages of construction. - n. MISCELLANEOUS PROVISIONS: (Article 7) A. PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND: As per Article 7 .5. 1 of the GENERAL CONDITIONS; the Owner will require the Contractor to furnish a Performance Bond and a Labor and Material Payment Bond , each in the amount of 100 percent of the Contract price, in the form of AIA Document A311, latest edition. Premium for these bonds shall be paid by the Contractor and be included in the Con- tract Sum. Said Bonds must be delivered to the Owner prior to commence- ment of any Work. TIME: (Article 8) A. DELAYS AND EXTENSIONS OF TIME: (Article 8.3) kbp ADD the following Article 8.3.5 : Alt. SGC-1 Uo#1-3-72 8.3.5 If the Contractor shall fail to fully complete the Work within the time specified (subject however to extensions of time duly granted in the manner and for the causes specified in the General Conditions) the Contractor shall be charged by the Owner as liquidated and ascer- tained damages the sum of One Hundred Dollars for each calendar day that the work remains incomplete beyond the time fixed for the com- pletion, it being hereby expressly and mutually agreed that from the nature of the case it would be impracticable and extremely difficult to fix the actual damage which would or will be suffered in the event that the Contractor should fail to fully complete the Work within the time specified , and it being further agreed that said charge herein provided for is reasonable and proper in the premises. The amount so charged may be deducted by the Owner from any moneys which might otherwise be or become payable to the Contractor. PROTECTION OF PERSONS AND PROPERTY: (Article 10) A. To the Article , ADD the following: 10.4 SAFETY AND HEALTH REGULATIONS 10.4.1 The Contract Documents and the joint and several phases of construction shall be governed at all times by applicable provisions of the Federal laws , including but not limited to, the latest amendments of the following: Williams-Steiger Occupational Safety and Health Act of 1970, Public Law 91-956 Part 1910 - Occupational Safety and Health Standards, Chapter 17 of Title 29, Code of Federal Regulations Part 1518 - Safety and Health. Regulations:ler- Construction;_Chapter 13 of Title 29, Code _bf Federal Regulations INSURANCE: (Article 11) A. To Article 11 , ADD the following: 1. Contractor shall take out, pay for and maintain at all times during the prosecution of the Work under the contract, the following forms of insurance , by carriers acceptable to and approved by the Owner. ) (a) Statutory Workmen's Com.ensation and Employer's Liability Insurance : The Contractor shall procure and shall maintain during the life of this Contract, Statutory Workmen's Com- pensation Insurance and Employer's Liability Insurance with a limit of One Hundred Thousand Dollars ($100,000.) for all of his employees to be engaged in Work for the project under this Contract. In case of any such Work sublet, the Con- tractor shall similarly require Subcontractors to provide • Statutory Workmen's Compensation Insurance and Employer 's Liability Insurance for all of the latter 's employees to be Alt. SGC-2 UD' 1-3-72 engaged in such Work unless such employees are covered by the protection afforded by the Contractor's Workmen's Com- . pensation Insurance. In case any class of employees engaged in hazardous work on the project under this Contract is not `.� protected under the Workmen's Compensation Statute, the Con- tractor shall provide, and shall cause each Subcontractor to provide, adequate Employer's Liability Insurance for the protection of such of the employees as are not otherwise protected. (b) Public Liability and Pro.ert Dama•e Insurance : The Con- tractor shall take out and maintain during the life of this Contract, such Public Liability and Property Damage Insurance as shall protect him and any Subcontractor performing Work covered by this Contract, from claims for damages for personal injury, including accidental death, as well as from claims for property damages , which may arise from operations under this Contract , including blasting, when blasting is done on, or in connection with the Work of the project, whether such operations be by himself or by any Subcontractor or by anyone directly or indirectly employed by either of them and the amounts of such insurance shall be as follows: (1) Comprehensive General Liability Limits : Bodily Injury (Occurrence Basis) Per Person $100,000 • Per Occurrence $300,000 Property Damage (Occurrence Basis) Per Occurrence $ 50,000 (2) Contractual liability as respects this Contract, ' , as per "General Conditions" Article •4.18 entitled "Indemnification." (3) Protective Liability Contractor (Independent) Owner (4) Completed Operations (5) Automobile Comprehensive Liability (May be in- cluded or carried as separate policy at limits set in Paragraph 2c1 (b) (1) . Policy shall include Automotive Bodily Injury Liability Insurance covering all Contractor-owned vehicles, hired vehicles and non-owned vehicles . The Contractor shall similarly require Subcontractors to provide • Automobile Bodily Injury Liability Insurance and Automotive Property Damage Liability Insurance. (NOTE: The coverage shall be amended to an "Occurrence Basis") . `. '' Alt. SGC-3 1 UD6 1-3-72 . (c) Builders Risk Insurance: The Contractor shall effect and maintain during the entire period of this project. . . until the project is accepted by the Owner. . .an ALL RISKS Builder's Risk Insurance to include as Insureds the Owner, the Architect and/or Engineer, the General Contractor, the Subcontractors and/or Sub-Subcontractors as their respective interest may appear. This policy shall include but not be limited to the perils of Fire, Lightning, Windstorm, Hurricane, Hail, Explosion, Riot, Civil Commotion, Smoke, Aircraft, Land Vehicles , Vandalism, and Malicious Mischief, etc. , in an amount equal to 1007. of the contract sum (but not including excavation, filling, grading, demolition, foundations, paving, sidewalks, curbs and gutters , and other similar non-insurable items) . • In the event that it is necessary to operate permanently in- stalled equipment on other than a testing basis or in the event it is necessary for the Owner to occupy a part of or • the entire structure, the Contractor agrees to have the Builder's Risk Insurance Policy endorsed to permit same. 2. Proof of Carriage of Insurance: The Contractor shall furnish the Owner with a satisfactory proof of carriage of the insurance required. Certificates of insurance will be required in duplicate for file with the Owner and with the Architect, such certificates to provide that the Owner is entitled to the same notice as that given to the pur- chaser of the insurance in case of cancellation or any major change therein. Alt. SGC-4 UD 1-3-72 SECTION lA i SPECIAL CONDITIONS COMMON REFERENCE STANDARDS: Reference in the Specifications to known standards, such as codes, specifications , etc. , promulgated by pro- fessional or technical Associations , Institutes and Societies, are in- tended to mean the latest edition of each such standard adopted and published as of the date of the invitation to bid on this project except where otherwise specifically indicated. Each such standard referred to shall be considered a part of the Specifications to the same extent as if reproduced therein in full. The following is a representative list of such Associations , Institutes and Societies, together with the abbreviation by which each is identified: AASHO American Association of State Highway Officials ACI American Concrete Institute AIA American Institute of Architects AIEE American Institute of Electrical Engineers AISC American Institute of Steel Construction API American Petroleum Institute ASA / American Standards Association ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials • AWSC American Welding Society Code AWWA American Water Works Association CSI Construction Specifications Institute FIA Factory Insurance Association NEC National Electrical Code NFPA National Fire Protection Association UL Underwriters ' Laboratories, Inc. USASI United States of America Standards- Institute SUBSTITUTIONS: Materials in the Specifications may be followed by the words "or as approved by the Architect". In these cases, wherever the name or brand of a manu- facturer 's article is specified, it is used as a measure of quality, and utility or a standard. If Contractor prefers to use any other brand or manufacturer of same quality, appearance and utility to that specified, he shall request substitution as provided below, within thirty (30) calendar days after date of the Agreement . Architect will approve or disapprove the request for substitution and his decision shall be final. Unless substi- tutions are requested within the time stated above and as provided below, no deviation from the specifications will be allowed. Requests for substitutions will only be considered if Contractor submits the following : 1. Complete technical data including drawings , complete performance specifications , test data, samples and perform tests of the article proposed for substitution. Submit additional information if required by Architect. lA-1 UD#1-3-72 • 2 . Similar data to above as to Item to be deleted by proposed • substitution. ! ' •�� 3. Complete breakdown of costs indicating the cost amount to be deducted from the Contract if the proposed substitution is accepted. 4. Statement by Contractor that the proposed substitution is in full compliance with the Contract Documents and applicable codes. S. List of other trades (if any) which may be affected by the substi- tution. 6. Contractor shall be responsible for any effect upon related Work in the Project of any substitution and shall pay any additional costs generated by any substitutions. TESTING LABORATORY: . The Contractor shall retain and pay the expenses of a Testing Laboratory, acceptable to the architect, to perform their Work called for-in the-- Contract Documents . 1A-2 1 U.L. LABEL: Where applicable , all such materials and equipment, for which Underwriter's Laboratories , Inc. , standards have been established, and their label service available , shall bear the appropriate U.L. Label. MANUFACTURER'S TRADE MARKS AND NAMES: The Architect reserves the right to review and request the removal, or redesign, of manufacturer's trade marks and names on all items of materials and equipment which will be in plain view of the occupants of the building when placed in their final position. Such removal or redesign shall be at no expense to the Owner. A decision on the necessity to remove or redesign may be obtained from the Architect, in writing prior to bidding. Failure to obtain such approval shall constitute agreement to comply with this requirement. AS-BUILT DRAWINGS: The Architect will provide the Contractor with a set of reproducible drawings , of the original bidding documents, as required and at Contractor's expense, as follows : A. If the Contractor shall elect to vary from the Contract Documents, and secures prior approval of the Architect, for any phase of the Work, other than those listed below, he shall record in a neat readable manner, all such variances on the reproducible drawings furnished. B. For plumbing; heating, ventilating and air-conditioning; electrical; and fire protection Work As-Built Drawings shall be maintained by the Con- tractor as the Work progresses and as follows: 1. All deviations from the sizes, locations , and from all other features of all installations shown in the Contract Documents shall be recorded. 2 . In addition it shall b'e possible, using these drawings, to correctly and easily locate, identify: and establish sizes of _. all piping, directions and the. like,_as well as all other features of. Work which will be concealed underground and/-or in the finished building._ a. Locations of underground Work shall be established by dimensions to column lines or walls , locating all turns, etc. , and by properly referenced centerline or invert elevations and rates of fall. b . For Work concealed in the building sufficient information shall be given so it can be located with reasonable accuracy and ease. In some cases this may be by dimension. In others it may be sufficient to illustrate the Work on the drawings in relation to the spaces in the building near which it was actually installed. Architect 's decision in this matter shall be final . C. The following requirements apply to all as-built drawings : 1. They shall be maintained at the Contractor's expense . 2 . All such drawings shall be done carefully and neatly by a competent draftsman and in a form approved by the Architect. 1A-3 UD#1-3-72 3. Additional drawings shall be provided as necessary for clarification. 4. They shall be kept up-to-date during the entire course of the Work and shall be available upon request for examination by the Architect and, when necessary, to establish clearances for other parts of the Work. 5. The as-built drawings shall be returned to the Architect upon completion of the Work and are subject to the approval of the Architect. TEMPORARY CONSTRUCTION AND SERVICES: The Contractor shall provide the following specific items of temporary construction and services : Temporary Telephone Service: Telephones shall be readily available for the use of the Contractor, subcontractors , Architect/Engineers , and trades employed on the Work. Toll and long distance calls shall be made only under arrange- ments with the Contractor, who shall be responsible for the collection and payment of all charges in connection therewith. In addition to office telephone service paid for by the Contractor, the Contractor may install a separate coin telephone for general use. Temporary Water: A. Water required in the performance of the Contract shall be provided and paid for by the owner. Water used for human consumption shall conform to requirements of State and local authorities for potable water. B. The Contractor shall- furnish and install- all mains,- laterals, -branch__ lines, and service pipings and fittings to supply temporary water in ' sufficient quantity at required locations of the building, and shall- ' bear costs of making the service connections at approved locations. Temporary connections and -piping shall be removed and all-openings- -. closed in an acceptable manner at the- end of the -work.- Temporary Electric Service : A. Temporary electric service required in the performance of the Contract shall be furnished and paid for by the owner who shall furnish, install , and maintain all temporary poles and overhead construction, transformers , meters , drops , and other wiring and fittings for both light and power at locations required in the Work, and shall bear the cost of making the service connections. Before final acceptance, temporary electrical service facilities installed by the Contractor shall be removed, excavation backfilled and compacted , and the service connections severed in acceptable manner. B. Adequate lighting and convenience outlets shall be furnished and installed in the temporary structures and elsewhere as may be necessary for proper performance and inspection of the Work. If operations are carried on during hours of darkness , adequate floodlights , clusters , and spot illumination shall be furnished and maintained during all hours that natural illumination is deemed by the Architect as being insufficient for the Work being performed. All artificial lighting shall be so placed and distributed that these Specifications may be easily read at any time , and in any place where Work under the Contract is in progress. UDP1-3-72 1A-4 Temporary Heat : A. When required for proper installation or protection of any portion of the Work, the Contractor shall furnish and install approved temporary heating units , operate , and maintain same, and remove them or relocate them as directed. Open salamanders shall not be operated where smoke will damage finished Work or interfere with satisfactory installation of finishes. B. When the heating and ventilation systems are installed and operable, the Contractor shall arrange for temporary operation of the heating system, paying all costs in connection with such operation. Before the Agreement of Substantial Completion, all registers , diffusers and filters shall be cleaned or replaced as appropriate. Temporary Closures : The Contractor shall erect temporary closures over openings when weather conditions render such action necessary for proper installation of any portion of the Work. Protection for Work in Place: Work in Place that is subject to injury, be- cause of operations being carried on adjacent thereto, shall be covered, boarded up, or substantially enclosed with adequate protection. Permanent openings used as thoroughfares for the introduction of work and materials to the structure shall have heads, jambs and sills well blocked and boarded. All forms of protection shall be constructed in a manner such that, upon completion, the entire Work will be delivered to the Owner in proper, whole, ' and unblemished condition. Temporary Fire Protection: The Contractor shall provide and maintain fire extinguishers , fire hoses and other equipment as necessary for proper fire protection during construction. Such equipment is to be used -for fire protection only. Temporary Fence : Provide a fence to prevent workmen from trespassing into areas beyond the "limits of Work". Install in locations shown on Site Plan and construct with steel fence posts 6 feet high, maximum 8 feet o.c. and three horizontal unbarbed galvanized steel wire rails, minimum 10 gauge . Signs : No signs will be permitted on this Project except the project sign, identifying captions over offices , certain directional signs and warning signs required for safety and protection. The Contractor shall take all necessary steps to prevent installation of all unauthorized signs , and should any appear, the Contractor shall cause them to be removed immediately, and repair and repaint all damage caused thereby without additional cost to the Owner. 1A-5 UD.:1-3-72 Project Sign: The project sign shall consist of a 4 foot x 8 foot x 3/4- inch sheet of waterproof plywood on a 2X and 4X supporting structure , painted and installed in location designated. Exact design, text, and colors to be provided by the Architect, which will include the name of the Building and Owner, a suitable emblem selected by the Owner, the Architect 's name, and names of the Architect 's principal consultants , the Contractor's name, and the names of the firms executing the principal parts of the Work. The sign shall be placed as directed by the architect. Scaffolds and Runways : The Contractor shall furnish, erect, and maintain for duration of Work as required, all scaffolds, runways, guard rails , platforms and similar temporary construction, as may be necessary for the performance of the Contract. Such facilities shall be of type and arrangement as required for their specific use; shall be substantially constructed throughout, strongly supported, and well secured, and shall comply with all applicable rules and regulations or applicable State and Local Codes. The several levels of the structure shall be connected by means of suitable ladders , ramps , and temporary stairs; provided, however, that permanent stair- ways may be used for such purposes if adequately protected against damage. Open wells and shafts shall be enclosed as required by the Department of Public Safety. • Temporary Buildings : _All_.temporary buildings shall be weather and watertight and shall be painted , (color as selected by the Architect) , and maintained, (repainted as necessary) ,---in a neat, orderly appearance for the duration of the Work and shall be provided with raised wood floors , solid-sheathed composition roofs, adequately screened windows for light and ventilation, and substantial wood doors with provision for locking. The drawings show a suggested location of temporary buildings which may be varied on approval of the Architect. The following minimum facilities shall be provided : A. Office facilities for the full-time Project Representative shall have the following minimum facilities : A room of a minimum of 100 square feet not less than 8 feet in any direction, 80 foot candles -of light at desk level, 2 power outlets , 1-line telephone, screened doors and operable windows with screens providing cross ventilation, 8 lineal feet of layout table , drawing racks with five sticks plus one stick for each sub-contractor, adequate heat facilities to maintain 70 degrees F. during winter months . B. Office facilities and all structures necessary for the storage of tools , materials , and equipment for the Contractor and subcontractors , shall be erected and maintained in approved locations and manner. 1A-6 UD;/1-3-72 I! C. Temporary chemical toilet structures with urinals shall be provided in numbers as required in adequately sized structures , located as \ approved , and maintained in a clean and sanitary condition acceptable NurN.--' to the Architect and legally constituted authorities . D. Should Government, State or local authorities require construction of temporary barricades or covered passageways they shall be constructed by the Contractor at no additional cost to the Owner, shall be as approved by the Architect and shall be painted and maintained in an orderly, neat appearance at all times and be repainted when necessary and as directed by the Architect. Removal of Temporary Construction: Temporary office facilities, toilets , storage sheds, and other construction of temporary nature shall be removed from the site as soon as , in the opinion of the Architect, the progress of the Work will permit; and the portions of the site occupied by same shall be properly reconditioned and restored to a condition acceptable to the Architect. Pumping and Drainage : Surface or subsurface water or other fluids shall not be permitted to accumulate in excavations nor in or about the premises and vicinity thereof. Should such conditions be encountered or develop, the water _ _ or other fluid shall be controlled and suitably disposed of by means of tem-—. porary pumps , piping drainage lines , troughs, ditches, dams, or other methods as approved by the Architect. SURROUNDING SITE CONDITIONS AND PROTECTION: A. Prior to commencement of excavation, the Contractor, Owner and Architet shall jointly survey those buildings immediately adjacent to the project, - making permanent note and record of such existing damage as cracks , sags , loose blocks or bricks or other similar damage: _ This record shall serve- -_ as a basis for determination of subsequent damage to these structures -due---- to settlement, or movement, or damage due to blasting resulting from the Contractor's-operations. .-Such damage as noted shall be suitably marked _ on the structure, if possible , and the official record of existing damage shall be signed by all parties making the survey. Any cracks , sags or damage of any nature to the adjacent--buildings , -not -noted in the original survey but subsequently noted , shall be reported immediately to the Architect. Prior to commencement of excavation the Contractor shall establish bench marks in the streets surrounding the construction site. The minimum number of these shall be one located at each corner of the site and one located in each street midway between corners for a total of eight (8) . However, if the Contractor deems that additional bench marks are needed, : or site conditions require same, the Contractor shall provide as many as are needed at no additional cost to the Owner. Elevations of these bench marks shall be taken prior to commencement of Work and at intervals of approximately every two weeks, or more often if a change in conditions is noted or suspected, during excavation and con- struction. The datum used to establish the elevations for these bench marks shall be sufficiently distant from the site so as not to be affected by any settlement resulting from the construction operations . 1A-7 UD#1-3-72 C. The results of the initial elevations , and subsequent checks , shall be noted in permanent form and be submitted to the Architect immediately after each set of elevations has been taken. Any settlement noted as a result of these elevation checks shall be reported immediately to the Architect by the fastest possible means . • D. Establishment of these bench marks and subsequent checks thereof shall be by a licensed surveyor. RESTRICTED ACCESS: A. Contractor shall use, and maintain in clean condition, site access route as shown on site access plan. No other access shall be used for vehicles or men. B. Contractor and all other persons connected to this Project shall only use parking areas designated on site plan. C. Contractor and workmen shall not trespass into areas beyond the "limit of Work" areas . NOISE DURING CONSTRUCTION: A. The noise generated by construction of this Work may at times create a - problem for the Owner. B. The Owner recognizes and can tolerate the normal level of noise created by a majority of construction activity and , therefore, does not feel any need to set certain hours of the day when noise will be restricted. C. However, the Owner also recognizes that, during certain construction work - (for instance, when connecting to the existing building); the noise level is unusually higher than normal. - These higher levels- of noise- generation' may conflict with a specific activity being simultaneously conducted by the Owner. D. It is hereby required of the Contractor that agreement be secured from the Owner prior to scheduling any such unusually noisy activity, and that the Contractor cooperate if an on-going-activity becomes objectionable by its longevity or overlapping into a program started later by the Owner. It is understood and agreed that both parties will cooperate to the end that neither will be unduly inconvenienced by this requirement. OCCUPANCY BY (3.4NER OF CERTAIN COMPLETED AREAS DURING CONSTRUCTION: A. It is intended that the Owner may cause completed portions of the .Work_ to be occupied during the period when Work is in progress and may request that the above areas of the building receive concentrated Work to complete them for early occupancy by the Owner. This shall be done with consider- ation of the scheduling of the Work by the Contractor. Early occupancy of the above areas and the moving in of equipment by the Owner shall not be deemed to be acceptance of any Work performed under this Contract nor shall it be deemed to be the equivalent of the filing a Notice of Com- pletion of any Work in this Contract. 1A-8 UD-'=1-3- , B. The Contractor shall be held harmless for any damage done to the Work by any early occupancy of the C. The Contractor shall make available, in the areas occupied, any utility services , heating and cooling as are in condition to be put in operation at the time of early occupancy. All responsibility for said equipment shall remain with the Contractor while it is so operated. However, an itemized list of each piece of equipment so operated with the date operation commences shall be made and certified by the Architect. This list shall be the basis for the commencement of guarantee period on the equipment being operated for the benefit of the Owner's early occupancy. The Contractor shall pay for all utility costs which arise out of the occupancy by the Owner during construction except for telephone service which the Owner shall provide. • • — $ . lA-9 i ` UD#1-3-72 • SECTION 2B SITE CLEARING • CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Complete Site Clearing Work as shown on Drawings and as specified herein. CONDITIONS AT SITE: Execute all Work in an orderly and careful manner with due consideration for any and all surrounding areas, planting or structures which are to remain. Periodically water as required to allay dust and dirt. Protect any adjacent property and improvements from damage and replace any portions damaged through this operation. CLEARING AND GRUBBING: • A. Clear and grub the premises of all subterranean or surface material, growth and the like as required to remove any obstruction to the work - . indicated on the drawings within' the clearing-and grading-limits.' _ B. Grub the entire ground surface of any grass, weeds and plants down to two feet below present grades, except protect any trees indicated to remain. C. Remove any stones, stumps and roots larger than 1" in diameter to a depth not less than 18" below the original grade level. D. Fill and compact any holes left by removal of trees or large stones per-"-- requirements of Section EXCAVATION, BACKFILLING AND GRADING. DISPOSAL: All materials cleaned .or. grubbed shall become the property _o1 - Contractor and be removed from the site by Contractor. CLEAN-UP: Remove from the Site all rubbish, debris, etc. resulting -from Work in this Section, except as otherwise specified above, per ;SUPPLEMENTARY GENERAL CONDITIONS. 2B-1 4 I . t SITE CLEARING: Removal of trees, brush and roots shall be complete to a ' ,.. (—'' minimum depth of 2 feet from natural grade. Trees to be removed which are 9 inches and larger in diameter shall have stumps cut free, be stripped of branches, stock piled where shown on Drawings and become property of Owner. A. Remove trees and brush from cut and fill areas, graveled walk areas and concrete walk areas. B. Remove trees 6 inches and smaller and brush from areas designated on Drawings. C. Maintain trees numbered on Drawings and tagged on Site. Protect with barriers during construction in manner acceptable to Architect; remove barriers on completion of Contract. D. Where trees are to be left in place in areas to be graded, natural surface of ground shall be left undisturbed for a distance of 10 feet from tree on all sides except as approved by Architect. E. Stumps shall be removed to a depth of 3 feet minimum. F. Holes left by- removal of trees and brush shall be filled and compacted in accordance with requirements of Section EXCAVATION, BACKFILLING AND GRADING. SITE CLEARING: Removal of trees and shrubs will be done by the Contractor. Holes left by removal of trees and shrubs shall be filled by Contractor and compacted in accordance with requirements of Section EXCAVATION, BACK- FILLING AND GRADING. CLEARING AND GRUBBING: A. Clear and grub premises of all subterranean or surface material, growth and the like as required to remove-any-obstruction to -the Work indicated - on Drawings within clearing and grading limits. B. Grub entire ground surface of any grass, weeds and plants down to 3 inches below present grades, except protect any trees indicated to remain. C. Any stones, stumps and roots larger than 1 inch in diameter shall be removed to a depth not less than 18 inches below original grade level. 2B-2 3 SECTION 2C :2) EXCAVATING, BACKFILLING AND GRADING • CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Perform all Excavating, Backfilling and Grading as shown on the Drawings and as specified herein. CONDITIONS AT SITE: Visit the stie. Examine and note all conditions as to the character and extent of Work involved. PERMITS, ORDINANCES: Procure and pay for all necessary permits or certifi- cates required by local authorities having jurisdiction over the Work. Comply with all applicable Federal, State and local ordinances, including Florida Dept. of Transportation Standard Specs. TESTS, INSPECTIONS AND SUPERVISION: A. The Foundation Engineer who prepared the Soils Report shall perform all tests and inspections required by this Section. Relative compactions shall be determined as specified -in ASTM D1557. B. General Contractor shall lay out all lines and levels. Make every effort to preserve stakes. • C. General Contractor shall give the Work his personal supervision. In his absence he shall leave a responsible representative in charge who shall have the authority to receive and execute orders from the Architect or his representative. FOUNDATION INFORMATION: Per SPECIAL CONDITIONS: LAYOUT: A. Layout of all Work under this Section shall be made by a licensed Surveyor acceptable to Architect. _ _ - B. Maintain all bench marks, control monuments and stakes, whether newly- __ established by Surveyor_ or previously existing. Protect from damage and dislocation. If necessary to disturb existing bench marks, reestab- lish 'in a safe=place.- -- C. If any discrepancies are found by Surveyor between the Drawings_and: _- actual conditions at the site, Architect reserves-the right to make_such_. minor adjustments -in Work specified as necessary to accomplish -the in- ' - tent of the Contract Documents, without increased cost to Owner. EXISTING UTILITIES: A. Where existing utilities not shown on the Drawings are encountered, 2C-1 • support, shore up, protect same and immediately notify Architect. Allow entrance, opportunity and ample time for measures necessary for continu- ance and/or relocation of such services. B. Where noted on Drawings, cut and cap all street connections encountered in the excavating along curb line and mark location so they can subse- quently be located and reconnected as required. ADJACENT PROPERTY: Restore any damage to adjacent properties, streets, and the like caused by operations of this Section to original condition without additional cost to Owner. PUMPING AND DRAINAGE: A. Keep all excavations, pits, trenches, footings, etc. , entirely free from water. B. Protect excavations from rain or water from any source during construc- tion. Use suitable pumping equipment or other means as required by conditions. Continue pumping as necessary until completion of project or until released by Architect C. When operations are interrupted by unfavorable'weather conditions, _pre- - pare areas -by grading and compaction to avoid ponding and erosion. • EXCAVATION If any unsuitable or unstable soil , rubbish, stumps , roots larger than 1" in diameter , or organic material is encountered during excavating, it shall be removed to a depth of one foot below the bottom of footing or slab without adjustment in contract price . Should there be evidence that unsuitable or unstable soil extends below this one foot limit , the Architect-Engineer will determine the depth of removal of such soil . When excavation is ordered to be performed to a depth below this one foot limit , an adjustment in contract price will be allowed . TRENCHING for underground piping, electrical- conduits, etc. , shall be done by the trade installing the pipes, conduits, etc. Backfilling of trenches shall conform to the requirements for compacted fill. CLEANING AND SURPLUS MATERIAL: A. Conduct Work in an orderly manner and so as not- to create-nuisance. - Dirt shall not be permitted to accumulate on streets or sidewalks nor to be washed into sewers. - ;. B. Remove from the site and legally dispose of all debris and excavated • material not required for fill. No rubbish or debris shall be buried on the site. 2C-2 FILL AND BACKFILL: A. MATERIALS : 1 . Fill material shall be clean sand free of any organic or dele- terious matter and containing less than 10% fines (material passing the No. 200 sieve) . 2 . No materials containing pieces of wood or other organic matter and having lumps , pockets , or concentrations of silt or clay will be accepted. Any fill containing unacceptable materials shall be removed and replaced with approved material prior to compaction. 3 . Where required , fill shall be placed upon compacted areas to obtain the proper elevations and said fill shall be compacted as specified herein. 4 . All fill shall be installed in horizontal layers not exceeding 8 inches in depth and thoroughly and uniformly compacted by mechanical means . Mositure content shall be controlled so required density can be obtained . When required , watei, -shall be added uniformly across surface and mixed to obtain a uniform distribution of moisture throughout the layer of soil being moiste-:ed. 5 . All fill- shall be -compacted -to-at least -95% of maximum density - as determined by Modified Proctor . `r ' 2C-3 FINISH GRADING: Perform all finish grading required, as indicated or reason- ` ably inferred to permit installation of Work of others as shown on Drawings. At completion of Work, entire site shall be left in a clean and finished condition conforming to plans and specifications. SOIL POISONING: A. Soil shall be treated against subterranean termites by a reliable and established licensed termite control firm thoroughly familiar with local soils and chemicals. B. Contractor shall notify Architect 24 hours before application of chemi- cals. C. Apply an aqueous solution of 2% chlordane or 0.3% Dieldrin or 0.5% Aldrin as follows: 1 . Under all floor slabs within the foundation walls - 1 gal. per 10 sq. ft. 2. Along inside of _foundation walls - 2 gal. per S lin. ft. 3. Along outside of foundation walls and in voids of hollow block walls - 1 ga. per 5 lin. ft. 2C-4 D. Chemicals under slabs shall be applied after fill is tamped and rough plumbing installed. Chemicals shall be applied not more than 24 hours before pouring concrete. E. Guarantee - Treatment shall remain effective for not less than 5 years. The Contractor shall furnish a written 5-year guarantee in 3 copies stating that if at any time during the 5 year period, ground nesting termites occur, treatment will be applied to exterminate all infestation without cost to Owner. k • 2C-5 UD#1-3-72 SECTION 2D SITE DRAINAGE,. UTILITIES CONDITIONS OF THE CONTRACT nd DIVISION 1, as indexed, apply to this Section. SCOPE: Complete all Site Drainage and Utility Work as shown on the Drawings and as specified herein. CONDITIONS AT SITE: Visit the site. Examine and note all conditions as to the character and extent of Work involved. PERMITS, ORDINANCES: Procure and pay for all necessary permits or certifi- cates required by local authorities having jurisdiction over the Work. Comply with all Federal, State and local ordinances applicable to the work. AS-BUILT DRAWINGS: Per SPECIAL CONDITIONS. GUARANTEE: Per GENERAL CONDITIONS. COORDINATION1.__Cooperate and coordinate the Work with the-various -subcon- tractors whose work might be affected by operations. . GENERAL REQUIREMENTS: Generally, all requirements for laying out, shoring and/or bracing, excavating, filling and protection of adjacent areas that are applicable to this Work shall be as specified in Section EXCAVATION, BACKFILLING AND GRADING. PUMPING: Provide and operate, at own cost, pumps_or other equipment necessary to drain_.or keep excavations, pits and trenches free of water . under all circumstances. CLEAN-UP: A. Conduct Work in an orderly manner and so as not to create nuisance. Dirt shall not be permitted to accumulate on streets or sidewalks nor to be washed into sewers. B. On completion of Work, promptly remove from the site all excess material, and all equipment, leaving the site in a neat condition per SUPPLEMENTARY GENERAL CONDITIONS. • 2D-1 • SECTION 2E i PAVING CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Complete all Paving Work as shown on the Drawings and as specified herein. GUARANTEE: Per GENERAL CONDITIONS. REFERENCE STANDARDS: Conform to all applicable requirements of Florida Dept. of Transportation Standard Specs. and American Association of State High- way Officials. PRELIMINARY WORK: Make careful inspection of excavated surface paving paving is to be placed and a check on bottom and top grades P g chrough- out the paved area prior to starting 'work under this Section. COORDINATION: Coordinate Work and cooperate with any other Trades whose work - relates to paving in any- way•--- WORKMANSHIP: Install asphalt paving -in true planes to eliminate depressions of "fat" spots. Carefully warp changes in slope. Carefully hand compact and roll with proper heat around building projections so that compaction and tex- ture matches machine compaction. Mask building before placing concrete primer to prevent staining of exposed building surfaces, and prevent staining of curbs. Permit no traffic on paving until it has reached atmosphereic temper- ature. DAMAGE: Repair any damage to finish pavement surface from subsequent con- _ r struction to a smooth, true and uniform surface at To extra cost to Owner. CLEAN-UP: On completion of Work, remove all excess materials, equipment, and debris; . dispose of away from_premises. Leave all work in clean condition ' . per SUPPLEMENTARY GENERAL CONDITIONS. 1 f 2E-1 UD `1-3-72 ASPHALT PAVING: MATERIALS: 1 . General : Materials shallconform to designated Sections of the Standard Specifications for Road and Bridge Construction of the Florida Depart- ment of Transportation. 2. Compacted Subgrade Existing shall be accomplished per special compaction requirements indicated on the Site Plan. 3. Aggreagate Base Existing shall be crushed limerock 5" thick containing no deleterious matter compacted in accordance with D.O.T. Type II requirements. 4. Hot Mix Surfacing: D.O.T. Type II 1-1/4" thick. 5. Stripping: 4" wide, white. 6. Adjoining Paving: Where new work joins existing, warp carefully to flush surface, with seal over joint. 7. Asphalt Paving: Over prepared base, spread and compact specified paving. Surfaces of finished asphalt topping shall be flush with top of adjoining concrete gutters, comcrete woalks and driveways. Make an even line along vertical surfaces. Conform to finished grades indicated on Drawings. Slope evenly without humps or low spots for complete drainage. Defects shall be promptly corrected to full extent directed by Architect to produce a uniform surface free of appearance of patch work. tir 2E-2 2F LANDSCAPING AND IRRIGATION SYSTEM The Landscaping and Irrigation System is included in thisContract. Provide and allowance of Thirty Thousand Dollars ($30,000.00) to be included in the contract for this work. Co-ordination of the General Contractor will be necessary to accomplish the final and anticipated results of the Project. 2F-1 SECTION 3A FORMWORK CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Supply and install all Formwork for all cast-in-place concrete as shown on the Drawings and as specified herein. Adequate and safe design of framework is the responsibility of the contractor. COORDINATION: A. Secure all pipe sleeves, anchors and bolts, including those for angle frames, inserts, supports, ties and other materials in connection with concrete construction, in position before concrete is placed. B. Obtain information and instructions from other Trades and suppliers in - ample time to schedule and coordinate the installation'.of items furnished - - by them to be embedded in concrete so provisions for their Work can be --. made without delaying the project. C. Make cutting and/or patching made necessary by failure or delay in com- plying with these requirements at no cost to Owner. GENERAL REQUIREMENTS: A. Provide complete forms of such strength and construction as to prevent any spread, shifting, or settling when concrete is deposited, and tight enough to avoid any leakage or washing out of cement mortar. B. Design forms and false-work supports so stresses in the _different mem- - bers can be determined, including the details. They shall have suffi- cient rigidity to resist deflection- more than 1/8-inch between supports -. after concrete has been placed and to assure a smooth and even appear- ance of surfaces . C. Use bolts, rods and other approved devices for internal ties and spread- ers; of such construction that when forms are removed, no metal is within one (1) inch of an exterior nor within one-half (1/2) inch of an interior concrete surface. D. Take special care that forms are true to required lines, grades and surfaces so as to gives uniform neat and workmanlike finish to all con- -- crete'surfaces and to make form supports of sufficient strength, well braced and on adequate foundations so there is no settling or distortion when the weight of concrete and of floors above are added. E. Remove all dirt, chips, sawdust, rubbish, water, etc. , from forms by 3A-1 water hosing and air pressure before any concrete is deposited. Leave no wooden ties or blocking in concrete except where indicated for attach- ment of other work. Leave lowest board of forms along walls loose or provide cleanout pockets. At any columns and pilasters, provide holes in forms at bottom for cleaning purposes. Leave openings and holes open until just before concrete_ is poured. Provide openings for the intro- duction of vibrators wherever necessary. Where required on account of excessive drop, or required by Architect, provide elephant trunks or side openings to receive concrete. F. Architect will cooperate with Contractor in the matter of removing forms and shoring as early as possible. The length of time forms must remain in place depends on the rate of time required for concrete to obtain a proper strength and on construction loads that will be placed on con- crete. Forms shall not be removed until authorized by Architect. G. Forms for walls, columns, pilasters and the like shall not be removed or disturbed for at least 7 days from date of last pouring unless approved by Architect. H. Forms for slabs, beams and the like and retaining walls 'shall :. : not be removed or disturbed for at least 14 days from date-of last pour- ing except as approved by Architect. It may be required -that such forms - be left in place longer than the above specified'-period;---The-length-of- -i - --time-they shall remain in place will depend on the system of forming and shoring, and the length of time shall be as approved by Architect. I. On removal of forms, all bolts, wires for anchoring, etc. , shall be either removed, cut off to lengths as directed, or left in place for anchorage of other Work as specified.- :A J. Forms to' be reused shall be in good condition and thoroughly cleaned before being reused. h . Supporting forms may be removea after concrete has reached 3/4 of it' s design strength. L. Install filler in forms for expansion joints before conrete is placed. -- . CONSTRUCTION JOINTS: Make and locate generally as indicated on Drawings and -- so as not to impair the strength of the structure and only_at locations approved by Architect. Form keys in any cold joints shown or required. All work shall conform to the following ACI Publications : 1 . Formwork for concrete "SP-4" . 2 . Specifications for Structural Concrete for Buildings ACI 301-72, SP-15( 72) , Revised 1975 . 3. ACI formwork standard ACI-347-78 4. Buidling Code Requirements for Reinforced Concrete +(ACI 318-77) • •.k 3A-2 _ _. MATERIALS: Slabs, Walls and Exposed Concrete: Forms for flat exposed surfaces shall be 5-ply Exterior B-B (Concrete Form) panels conforming to the requirements • of U. S. Department of Commerce Product Standard PS 1-66. See requirements for thickness hereinafter. Panels with raised or separate face veneers shall not be used for exposed concrete. Surface Treatment: Plywood panels shall have a smooth surface treatment to prevent any development of bond or adhesion to concrete and to seal ply- wood surfaces against moisture. Burke Form Sealer, manufactured by the W. J. Burke Company, shall be used and shall be applied in strict accord- ance with the manufacturer's directions. • 3A-3 • • t Form Ties and Spreaders shall be metal, cone nut type. No wood spreaders 'will be permitted. i 1 . Form Sealer shall be Burke Form Sealer manufactured by the W. J. Burke Company. Rough Hardwares '-Nails, bolts, screws, anchors, etc. , as shown or needgd shall be furnished and set. • • • 3A-4 \\ SECTION 3B REINFORCING STEEL CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Supply and install all Reinforcing Steel as shown on the Drawings and as specified herein. SHOP DRAWINGS: Per SUPPLEMENTARY GENERAL CONDITIONS, submit Shop Drawings showing bending and placing of all reinforcing. Drawings shall include diagrammatic elevations of all walls at a scale sufficiently large to show clearly the position and erection marks of marginal bars and their dowels and splices. COORDINATION: Coordinate Work with Other Trades so as not to interfere. Bring interferences between Trades to Architect's attention and resolve before any concrete is poured. STORAGE: Store reinforcement to avoid excessive rusting er coating with grease, oil, dirt, or other objectionable materials, STANDARDS: A. Comply with requirements set forth in the "Manual of Standard Practice for Detailing Reinforced Concrete Structures," published by the American Concrete Institute except where more exacting requirements are specified in the Contract Documents. ' - B. ACI 3-18-77 C. ACI Publication 301-72, SP-15 (72) , Revised 1975. D. ACI 315-74, 6th Edition. '411111) 3B-1 • • Y .# MATERIALS Lt.) 4 REINFORCEME T: A. Reinforcing Bars shall be deformed bars conforming to ASTM - 8616 - Grade 60. B. Welded wire fabric shall conform to requirements of ASTM A185 using bright steel wire meeting ASTK A$2. Gauges and dimensions shall be as noted on the Drawings. Where the word mesh is used it is synonomous with "Fabric". C. All steel for reinforcement shall be new, unrusted stock, free from mill scale and delivered without rust other than may have accumulated in prompt transportation to the work. Chairs shall be standard Class B cairs as specified in the "Manual of Stand Practice" of the Concrete Reinforcing Steel Institute and Western Concrete Reinforcing Steel Institute. Tie wire shall be No. 16 American Wire Gauge or heavier, Black annealed. MATERIALS : • Supports for reinforcing bars in slabs shall be galvanized metal with plastic coated feet of sufficient strength to adequately support the bars ,and shall be of a type approved by the Architect. Supports of spacers for bars in walls shall be such that exterior face of wall will not be marred when forms are stripped and final finish has been completed. Dowels from footings to walls shall be same size and spacing as wall reinforcement , unless otherwise shown , and shall have class C splices . • REIINF0RCING B;.RS TO BE FURNISHED TO OTHEL TRADES: A. All vertical reinforcing bars required for vertically rein- - forcing masonry Work shall be furnished to that trade by the reinforcing Contractor, properly cut and shaped as indicated on the Drawings . The masons shall install in place all reinforce- ments supplied them, as required by tr.e drawing details . 'T B. Horizontal mesh type masonry reinforcing shall be furnished and installed by the Masonry Contractor under DIVISION 4. I 3B-2 • _ PLACING RLINFORCI1vG STLE.L: '„) A. Reinforcement shall be accurately placed and securely tied at intersections with 16-gage black 'annealed wire . It shall be main- tained in proper position by chairs , bar supports , or other ap- proved devices. Bars in footings shall be supported on pre- cast concrete blocks. B. Bars- laps shall be class C splices. C. Concrete protections of reinforcing shall be not less than the following: 3 inches where concrete is poured against ground. 2 inches where concrete is poured against forms but may be in contact with ground. 1-1/2 inches minimum in exterior face of exterior walls (exposed to weather but lot in contact with ground) . 3/4 inch minimum in interior walls and interior fac4 of ex- terior walls. • 1 1/2 inches in beams , ,, and columns . D. Clear distance between bars shall be not less than 1-1/2 inches, 1-1/2 bar diameters , nor less than 1-1/3 times the maximum size of coarse aggregate . See details . Reinforcing steel in beams and slabs shall not be placed until after concrete in walls and columns has been poured. Wherever conduits , piping, inserts , sleeves , etc . , interfere with the placing of reinforcing steel as shown or called for , the Contractor must consult with the Atchitect and secure from him the method of procedure before pouring any eoncrete . The bending or field cutting of bars around openin s or sleeves will not be permittedanless approved by the Architect-Engineer. • • 3B-3 • • SECTION 3C 1111‘` CAST-IN-PLACE CONCRETE CONDITIONS OF THE CONTRACT AND DIVISION 1, as indexed, apply to this Section. SCOPE: Supply - and install all Cast-in-Place Concrete Work as shown on the Drawings and as specified herein. REFERENCE STANDARDS : Comply--with all applicable Federal, State and local codes , safety regulations, Portland Cement Assoc. Stand- ards and others referred to herein. ACT 318-73 and ACI Publication SP-15(75 ) COORDINATION: A . Obtain information and instructions from other Trades and suppl- iers in ample time to schedule and coordinate the installation of items furnished by them. to be embedded in concrete to pro- visions for their Work can be made without delaying the project. . B. Do any cutting and patching made necessary by failure to delay • in complying with these -requirements-et---no cost to Owner. 1 �` TEST LND IbEFECTIONE : A. The Contractor shall: 1. Be responsible for delivery of all required concrete speciments to the Testing Agency at the proper. time . t 2 . Submit concrete mix designs prepared by Testing Laboratory. 3 . Make one test set of three cylinders for each day's pour, or each 150 cubic yards , or for each 5000 square feet of surface area in accordance with ASTM C31 : Make all cylinders in a set from the same sample . All three cylinders will be tested at 28 days . Testing will be in accordance with ASTM C39 . • • • • 3C-1 • r i } test cylinders and store per ASTM-O31. Make tests at seven (7) days . 1 and twenty-eight (28) days. Use the third cylinder as a check cylin- . . der when requested. 1 F C. Inspection of Reinforcing Steel and Concrete Placing: Before any con- crete is poured on any particular portion of project, reinforcing steel ` will be checked and approved by Architect. Correct any errors or - dis-crepancies before concrete is placed. Such checking and approval shall f not relieve Contractor from his responsibility to comply with the Con- tract requirements. GENERAL REQUIREMENTS: . A. Produce concrete of required consistency and strength to present appear- ance satisfactory to Architect. B. Use only one brand of cement unless otherwise authorized by Architect. C. Place all pipe sleeves, anchors and bolts, angle frames, inserts, supports, ties and other materials in connection with concrete construc- -tion and secure in position before concrete is placed. D. Store materials delivered to the job and protect from foreign matter and exposure to any element which would reduce the properties of the material. DESIGNING AND PROPORTIONING: . A. Testing Laboratory shall establish exact quantities of ingredients to produce specified concrete. Min. amount of cement per ubic yard shall be 564# . B. The concrete shall: - `` 1. Have the lowest -slump compatible with placement requirements. 5"tA' 1 -- 0 2. Work readily -into corners and angles of forms and reinforcement . without excessive vibration and without permitting materials to tsegregate or free water to Collect. on surface. 1 C. In general, improve workability by adjusting grading rather than by 4 adding water. 1 7) . : , . 1 3C-2 ,. 1 .___�.-..-.. MIXING: A. Use ready-mixed concrete complying with ASTM C94 and with the require- ments of Contract Documents . Mix for a period of not less than ten (10) minutes; at least three (3) minutes of mixing period shall be immediately prior to discharging of the job. B. Introduction of additional water after initial mixing not permitted. C. Temperature of concrete at time of placing shall not exceed 75 degrees F. WEATHER REQUIREMENTS: Do not mix or place when atmospheric temperature is below 40° F. or when conditions indicate temperature will fall below 40° within 72 hours . Concrete deposited shall have temperature not less than 60° F. Reinforcement, forms and ground which concrete will contact shall be completely free of frost. Keep concrete and formwork at a temperature not less than 50° F. for not less than 72 hours after pouring. CONVEYING AND PLACING: A. Notify Architect at least 24 hours before placing any concrete. B. Before placing, clean mixing and conveying equipment, clean forms and space to be occupied by concrete and wet forms.- Remove ground water until completion of Work. C. Place no concrete in any unit of Work until all formwork has been com- pletely constructed, all reinforcement secured in place, all items to be built into concrete are in place, and form ties at construction joints tightened. D. Keep a record on the site of the time and date of placing concrete in _ each portion of the structure, open to inspection of Architect. E. Carry on concreting, once started, as a continuous operation until the section of approved size and shape is completed. Make pour cut-offs of approved detail and location. F. Handle concrete as rapidly as practicable from mixer to place of deposit by methods which prevent separation or loss of ingredients. Deposit as nearly as practicable in final position to avoid rehandling or flowing. Do not drop concrete freely where reinforcing bars will cause segrega- tion, nor drop freely more than six feet. Deposit to maintain a plastic surface approximately horizontal. In walls, deposit in horizontal layers not over eighteen inches deep. In pouring columns, walls or thin sections of considerable heights, use openings in forms, elephant trunks, tremies, or other approved devices which permit concrete to be placed without segregation or accumulation of hardened concrete on forms or metal reinforcement above the level of the concrete. Install so concrete will be dropped vertically. At least two hours shall elapse after de- positing concrete in walls or columns before depositing in heads over openings, supported beams, girders, or slabs. 3C-3 G. Slump Conform to the following table: Slump in inches Type of Construction Maximum Minimum Reinforced foundation walls and footings 5 2 Slabs and beams 5 3 Reinforced walls and columns 6 3 H. Air entrainment: All concrete shall have 42 percent entrained air with a tolerance in either directions from this optimum of 12 percent. I. Admixtures: Any admixture used shall have been in use successfully for a minimum of 5 years on similar type structures and shall be employed in accordance with the manufacturer's instructions except as otherwise specified herein. A water reducing admixture conforming to the requirement of ASTM C-494 may be employed to curtail shrinkage in the concrete. Use of calcium chloride as an admixture will not be permitted. Compatibility of admixtures shall be the responsibility of the Contractor. J. Conduit Work: Embed electrical conduits in the concrete structural slabs only where and if indicated on the electrical drawings. Low conduit shall have bar chair supports and top conduit tied to the reinforcing. Take special care while spading concrete around gangs of conduit where such conditions occur. Minimum spacing of conduit shall be three times the diameter of the conduit. K. Concrete that has partially hardened shall not be deposited in the Work. L. Compact thoroughly using approved mechanical vibrators. Provide pour holed in forms to the extent necessary to insure filling or to allow necessary inspection. When starting a new pour or where conditions make puddling difficult, or where reinforcing is congested, place modified concrete with the same sand-cement proportions as elsewhere, but with not more than one-half the normal amount of coarse aggregate per yard. Use modified con- crete to depth of not less than three inches when starting a new pour. M. Use mechanical vibrator at each point of dump, and a stand-by vibrator in good working order, but not in use, shall be kept on the job until all concrete is placed. PROTECTION AND CURING: A. Protect from injurious action of elements and defacement of any nature during operations. B. Keep forms sufficiently wet to prevent drying our of concrete. C. Keep all concrete surfaces including footings wet for at least seven days after concrete is deposited. Provide for curing during weekends and holidays. D. Immediately after finishing slabs, cover with "Sisalkraft" paper or sheet plastic with all edges lapped six inches and cemented together with a water- proof adhesive, unless compound during is specifically permitted by Architect. E. Protect slabs and exposed corners of concrete from traffic or damage. 3C-4 CONSTRUCTION JOINTS: A. Location and details of construction joints shall be as indicated on Drawings, specified, or as approved by Architect. Locate so as not to im- pair the strength of the structure. Submit drawings with construction joints clearly defined, and sbhedule of pouring operations for approval before starting concreting. CONTROL JOINTS: Provide as indicated in Drawings. PATCHING AND CLEANING: A. After forms are removed, remove projecting fins, bolts, form ties, nails, etc. not necessary for the work or cut back one inch from the surface. Joint marks and fins in exposed work shall be smoothed off and cleaned directed by Architect. B. Repair defects in concrete work as directed by Architect. Chip voids and stone pockets to a depth of one inch or more as required to remove all loose material . Voids, surface irregularities, chipped areas, etc. , shall be filled by patching, gunite or rubbing, as directed by Architect. Repaired surfaces shall duplicate appearance of unpatched work. C. Clean exposed concrete surfaces and adjoining work stained by leakage of concrete to approval of Architect. CLEAN-UP In addition to the requirements of SUPPLEMENTARY GENERAL CONDITIONS, clean-up all concrete and cement work on completion of this portion of the Work, except protective coatings or building papers ahll remain until floors have completely cured or until interior partitions are to be installed. • 3C-5 MATERIALS: Portland Cement: Type I ' as specified shall conform to "Standard Specifications for Portland Cement" (ASTM C-150) . One brand of cement shall be used throughout the work for structural purposes. Cement shall have been used for at least two years with the proposed aggregate without detrimental reaction. The Contractor shall notify the Architect where the cement is being manufactured so as to allow at least 28 days for proper tests. Contractor is required to obtain from the cement manufacturer and to furnish the Architect with satisfactory evidence of the kind and quality of all cement to be supplied and shall also furnish copies of the 7 and 28-day tests for each shipment. Fine Aggregate: Washed natural sand consisting of hard, strong, durable and uncoated particles , free from clay, loam, dust, or organic matter. Salt water aggregate is not acceptable. Conform to ASTM C33. In lieu of the gradation shown in ASTM C33, aggregate meeting the following gradation may be furnished. Total Passing Percent by Weight 3/8 in. sieve 100 No. 4 sieve 9100 No. 16 sieve 50-100 No. 50 s i ears 8-35 No.100 sieve 1-10 • Coarse Aggregate: Gravel or crushed stone, processed, consisting of hard, tough and durable particles free from adherent coating and containing no vegetable matter nor soft, friable, thin or elongated particles. Salt water aggregate is not acceptable. Conform to ASTM C33. The maximum size shall not be larger than one-fifth of the narrowest dimension between sides of forms nor larger than three-fourths of the minimum clearance specified between reinforcing bars. 3C-6 Water: The water used in mixing concrete shall be potable and free from injurious amounts of oil , sulfates, alkali or organic matter. Expansion Joints: Expansion joint filler material shall be preformed fiber type, conforming to ASTM D1751, or cork conforming to ASTM D1752, Type II. Size and thickness are indicated on the drawings. Expansion Joint Sealing Compound: Conform to AASHO M18 Oil Asphalt filler, or ASTM D1190. Moisture Barrier film shall be "Visgueen: 6 mil polyethylene film as manu- factured by the Vixking Corporation. Tape all joints. Curing Paper: "Seekure: Sisalkraft non-staining curing paper, or as approved by the Architect, or burlap conforming to Federal Specification CC-C-467. Cement Hardener for Floors: A. C. Horn Company "Hornolith", or as approved by the Architect. Cement Hardener shall be used for all interior floor slabs ex- cept toilet room areas. CONCRETE STRENGTH: CEMENT CONTENT, ETC. : A. The various classes of concrete shall have minimum strengths and cement content as follows: Class "A" Concrete: Stone concrete developing at least the values indicated in the General Notes & Design Criteria on drawing S-10 at 28 days. Type I cement. 3/4-inch max size aggregate. 5" inch maximum slump. Min cement, 6 sacks of cement er cubic yard. (5 1/2 sacks per cubic yard with a water reducing admixture) For use at all locations. B. Water Content: The materials shall be mixed with a minimum amount of water to produce a concrete of such consistency as will allow it of flow sluggishly into forms, around reinforcing steel and completely fill forms with the aid of thourough vibrating and tamping. All quantities of water for various classes of concrete shall be limited by their respective strength require- ments. Slumps shall not, under any condition, exceed those given. TOLERANCES: The following minimum tolerances shall be held in all areas. Wall and Column Centerline Locations : Plus or minus 1/4 inch in 10 feet. All Others: Plus or minus 1/4-inch in 10 feet. 3C-7 • • y • , '444) • v: STAIR FINISH: All stairs unless otherwise shown or shall have integral cement steel trowel finish to match floors; apply specified below and finish surface with fine hair brush or other approved texture. A. Exterior Stairs: Integral wood trowel cement finish to match color and finish of adjacent slabs. B. Abrasive: In all step and stair treads and landing surfaces, lightly embed sidewalk grain alumdum aggregate per manufacturer's direction. SIDEWALKS AND EXTERIOR SLABS: Sidewalks and sllabs shall berfinished mono- lithic with the structural slab as specified above After troweling, exterior slabs shall receive a broom finish and be scored with lines as shown on Drawings. Exterior slabs shall be formed with slopes as indicated, as directed or -as necessary to insure proper drainage. Exterior slabs adjacent to building shall drain away from building. WALK AND CONCRETE PAVING FINISH: A. Integral wood float finish: Color with material specified herein and to where--shown on Drawings. B. Scoring: Score surfaces as indicated with ' joint_ tool as shown on Drawings. EQUIPMENT FOUNDATIONS: Provide all concrete foundations for mechanical and other equipment, unless otherwise provided for under other headings or sub- contracts. Bolts shall be provided and set by equipment Contractor. Use 3000psi concrete. Grout for equipment bases shall be Portland cement and sharp sand and a non-shrinking admixture mixed and placed in strick conformance with printed instructions of manufacturer. SUMPS, PITS, AND TRENCHES: Build all sumps, pits , trenches, and similar con- crete work as shown and/or required, coordinate Work with Work of other. Obtain '_ and verify all dimensions of Work required to be installed therein. 3C-8 .ti DRY PACKING: A. Dry packing where noted on Drawings shall consist of mixture hereinbefore specified. B. Surfaces to be in contact with dry pack shall be thoroughly cleaned and soaked with water before dry packing. Dry pack shall be solidly rammed into place. EXPOSED CONCRETE FINISH: Patch all honeycomb and rough spots as soon as forms are removed using a mixture of one part Portland Cement to two parts sand. Patches shall be made and rubbed down smooth as quickly as possible. SACK FINISH: A. Where indicated, exposed concrete shall have superficial air voids and irregularities filled with a cement mortar grout with all excess grout "sacked" off without the use of water. The following formula (all by volume) for cement grout shall be used for this purpose. 5-1/2 parts sand 2-1/2 parts Portland cement 1-1/2 parts lime hydrate B. Care shall be taken in the application of the grout and in sacking ex- cess grout from surface in order that all voids shall be filled without a thickness of grout being built up on surface and so a smooth surface shall result. Texture shall be a light sand finish. INTERIOR FLOOR SLAB FINISHES: Finish monolithic with structural slab. Slab concrete shall be placed with minimum practicable slump not to exceed five inches. The freshly placed slab shall be compacted and screeded uni- formly to grades shown. Push large aggregaEes below surface with a screen tamper, screed and bull float. As soon as surface becomes workable, it shall be wood floated, then steel troweled to a uniform smooth, true sur- - face finish in a neat and workmanlike manner. Surface of finish slabs shall not vary more than 1/8-inch in any ten foot directions. HARDENER, DUSTPROOFING: A. Apply to finish concrete floors throughout building. B. Apply per manufacturer's direction; 2 coats minimum; allow 24 hours be- tween coats. Use 1 gallon of hardener to cover 100 square feet. Remove surplus hardener by scrubbing and mopping with water after final coat is dry. PREPARATION OF CONCRETE SURFACES TO RECEIVE STUCCO: Remove all scale, film, oil or any other loose particles and rough up surface so as to adequately prepare surfaces for bonding. 3C-9 imlimMil • 3D HOLLOW CORE SLABS : ihr A. WORK INCLUDED - Manufacturing , transporting and placing of Hollow Core Slabs according to contract drawings . B. WORK NOT INCLUDED - (included under general contractors work. ) (a) Structural anchors and anchors for grills , railings , edge beams , roofing, etc . (b) Adequate and level structural supports . (c) Concrete topping . (d) Surface or joint preparations for ceiling or roof, (e) Secondary concrete pours . (f) Shoring. (g) Grouting of keyway joints between adjacent slabs . (h) Openings for structural and mechanical work. • C. MATERIALS - Concrete Materials - Clean with controlled aggregate graduation, free of all foreign matter , and electronically pro- portioned. Prestressing Strands - Shall be equivalent to ASTM- A416-59T. D. PRODUCT DESIGNS - all calculations in total conformance to all applicable codes shall be electronically computed and available for examination and approval by the Architect and/or Engineer. E. MANUFACTURE - Hollow Core Slabs shall be machine extruded , F. TOPPING: - Shall be placed by the General Contractor with regular concrete of 3000 pst compressive value , to a minimum thickness of 2" and reinforced with a 6 x 6 10/10 wleded wire mesh. Hollow Core Slabs shall be properly cleaned and wetted to insure adequate bond. G. SHOP DRAWINGS - Shall be prepared for all work and submitted in duplicate for approval . H. CONCRETE CYLINDERS - Representative of the Work shall be taken and tested by the manufacturer . Results shall be available to the Architect and/or Engineer. I. CURING - All units shall be properly cured in an approved manner, and filled in masonry J. OPENINGS - For tie column /reinforcing shall be punched in a work, manlike manner (a) For structural columns shall be neatly cut to the column dimensions . (b) For plumbing and electrical pipes shall be punched or drilled (optional) . (c ) For duct work or special requirements shall be accurately cut with a concrete saw in strict accordance with approved drawings . 3D-1 C . HOLLOW CORE SLABS: K. Grouting - All keyway joints shall be full grouted with a 6" slump 3:1 mixture of sand and cement and cured prior to the placement of topping. L. Structural Bearing Surfaces - Shall be level and smooth and shall provide a minimum of 32 inches of bearing surface for each end of each Hollow Core Slab. M. Anchor Dowels and Special Reinforcin - Shall be placed by the Contractor in strict accordance with the manufacturers shop drawings. N. Building Codes - All Hollow Core Slabs shall conform to ACI Building Code (ADI 318-77), Southern Standard Building Code, and to any and all other applicable building codes. 3D-2 SEC T� 3E PRECAST CONCRETE HANDRAILS MATERIALS: Shall be asmanufactured by Concrete Unlimited, Ft. Lauderdale, Florida,Maa t Lock Rail 200-2-2 spased 6" with design "B" Stai►"wali. INSTALLATION: Shall be in accordance with manufacturers standards and as detailed the Drawings. anda • • .._._�_ 3E-1 SECTION 3F ( INSULATING CONCRETE CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Furnish and install all insulating Concrete as indicated on the Drawings and as specified herein. GUARANTEE: Per GENERAL CONDITIONS. APPLICATOR: As approved by the manufacturer of the material. COORDINATION: Coordinate with all other Trades whose Work relates to in- sulating concrete installation for proper placing, subsurface, etc. STANDARDS: Conform aggregate to all requirements of the Vermiculite Institute Specifications. Aggregate shall be neutral, non-reactive, not requiring expansion joints. All bags shall have Vermiculite Institute label. INSPECTION: A. Inspect insulating concrete (by the manufacturer) prior to application of any materials over it. Notify manufacturer in writing when in- spection is required. lirB. Manufacturer shall submit letter stating that insulating concrete is ready to receive other materials over it. Other Trades whose Work will cover the insulating concrete shall not start until receipt of such certification. TESTING: A. Conform sampling to A.S.T.M. C-495. Take minimum of four 3" by 6" cylinders during each days pour for testing. Testing will be paid for by Contractor. Test report must include wet density at discharge, oven dry density, and compressive strength. B. Permit no traffic for a period of 72 hours after application. DELIVERY AND STORAGE: Deliver and store materials in dry, protected areas. Replace any damaged material at no cost to Owner. PLACING AND CURING: Place and cure in strict accordance with printed in- structions of manufacturer. Pitch to drain as indicated on Drawings. CERTIFICATION: On completion of installation furnish Architect a certifi- cate, signed by a representative of the manufacturer and by the applicator, stating that insulating concrete was prepared and applied in accordance with specifications of Vermiculite Institute. { CLEAN-UP: As per SUPPLEMENTARY GENERAL CONDITIONS. 3F-1 MATERIALS: Portland Cement: As per ASTM C-150, Type I , II or III. Lightweight Aggregate: Zonolite, or as approved by the Archietect conforming to ASTM C-332. Unit weight shall be not less than 6 lbs. nor more than 10 lbs. per cubic foot. Conform to all requirements of the Vermiculite Institute. Insulating Concrete Fill : Zonolite concrete aggregate shall conform to ASTM C-332 Specification for light weight aggregates for insulating concrete. The unit weight shall not be less than 72 pounds and not more than 12 pounds per cubic foot. Insulation Board: Zonolite insulperm Water: Clean and free of any substance deleterious to concrete. MIX DESIGN Mix shall consist of 1 bag of Portland Cement to 12 bags lightweight Oven dry density shall be 25 to 30 lbs. p.c.f. Mix shall be so proportioned that fill will not exceed 110 lbs. per cubic ft. in weight. FINISHING: Light Trowelled Finish: After the concrete has been placed, struck off, consolidated and leveled, it shall not be worked further until ready for floating. Floating shall begin when the water sheen has disappeared and/or when the mix has stiffened sufficient to permit the proper operation of a power-driven float. The surface shall then be consolidated with power-driven floats of the impact type except in thin sections. Hand floating with wood or cork-faced floats shall be used in locations inaccessible to the power-driven machine. Trueness of surface shall be rechecked at this stage with a 10-foot straight edge applied at not less then two different angles. All high spots shall be cut down and all low spots filled during this procedure to produce planes checking true under the straight edge in any direction with tolerance not exceeding 1/8 inch in 10 feet. The slab shall then be refloated immediately and steel trowelled (once by hand or machine) to a uniform smooth texture. Approved Manufacturer: Zonolite Roof Deck Insulation System as manufactured by W.R. Grace and COmpany. 3F-2 SECTION 4A . BLOCK MASONRY CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Supply and install all Block Masonry Work as shown on the Drawings and as specified herein. GUARANTEE: Per GENERAL CONDITIONS. MEASUREMENTS: Verify all dimensions shown on Drawings by taking field measurements; proper fit and attachment of all block masonry is required. COORDINATION: Coordinate with all other Trades whose Work relates to block masonry installation for placing of all required blocking, subframing, backing, furring, etc. TESTS AND INSPECTIONS: A. General: Architect may require tests and inspections as necessary to verify quality and strength of block materials, mortar, grout and work- manship. Make laboratory tests of materials , mortar, and grouot per ASTM standard procedures. k B. Testing Laboratory: Architect will select Testing Laboratory and contractor will pay for all work required by Testing Laboratory. C. Samples and Specimens: "If required, furnish and deliver to Testing Laboratory, without charge, identified samples of blocks, mortar and grout required for tests. Make one set of at least two test prisms each of mortar and grout each day for the first 3 working days at beginning of block Work. . CERTIFICATION: Furnish a certificate in triplicate to Architect stating that all concrete blocks have been thoroughly cured at plant before ship- ment and that they conform to all requirements of this specification. Each certificate shall be signed by the block manufacturer and shall contain the name of the Contractor, the project location and the quantity and date or dates of shipment or delivery to which the certificate applies. DELIVERY AND STORAGE: Deliver and store materials in dry, protected areas. Keep free of stain or other damage. Replace any damaged natcrial at no cost to Owner. CONSTRUCTION (GENERAL): A. Make walls straight and plumb with all courses true to line and level, 4A-1 built to dimensions shown. Fill cells solid with grout. Lay blocks up } with waterproof Type S mortar. Clean units before placing. Use masonry saw for cutting. B. Build to preserve the unobstructed vertical continuity of cells. Vertically align sufficiently to maintain a clear unobstructed vertical opening not less than 3 inches in all directions. Lay units clean and dry. C. Provide cleanout openings at bottoms of all cells to be filled at each lift or pour of grout, when such lift or pour of grout is in excess of 4 feet in height. Seal cleanouts after inspection and before grouting. D. Place vertical reinforcing prior to laying wall and hold in place by standard reinforcing supports. Tie horizontal bars to vertical bars as block Work progresses and embed in grout. Placing of horizontal rein- forcing in joints or mortar will not be permitted. E. Groutin 1. Have grout laboratory designed per ASTM C94 for manufacturer designed mixes. Use of an admixture for the purpose of reducing water content will be permitted, subject _to approval by Architect of admixture and provided strength of grout is not impaired. 2. Place grout by approved grout pump capable of handling at least 12 cu. yd. per hour of the specified aggregate mix or by other accepted method if approved by Architect. F. Build-in bolts, straps, hangers, inserts and other anchorage devices required to support framing and other attachments unless otherwise indi- cated. Install as block Work progresses. CURING: Provide thorough curing of mortar joints and grout concrete pour. Keep block Work damp but not saturated for at least 4 days to prevent -too rapid drying-during hot or drying Oeather and drying winds. • PROTECTION: Cover block surfaces with waterproof paper, plastic sheet or canvas when necessary to protect them from rain or from hot, dry weather. Surfaces not being worked on shall be protected. CLEANING: Clean 1 exposed block thoroughly, working from top downward, with fibre brushes. Remove mortar and mortar stains using cleaning com- pound and rinse thoroughly with water. All finished surfaces of finished Work shall be unmarked and unmarred. CLEAN-UP: Per SUPPLEMENTARY GENERAL CONDITIONS. a , 4A-2 MATERIALS : Block Masonry Units : Standard Grade "A" hollow load-bearing units as per ASTM C-90 in 8 x 8 16 and 4x8x16 sizes , and any other sizes and shapes as required to complete the Work indicated on Drawings . Cement : ASTM C150 Standard Type II Portland Cement by Magnolia. Horizontal Joint Reinforcing: Truss Type No. 9, conforming to ASTMA-82. Aggregates : Sang , ASTM C-144 , except that not less than 5% (by weight) passing a #8 sieve , and with 95% to 100% (by weight) passing a 3/8-inch sieve . Water : Potable . Waterproofing Admixture : A. C . Horn 's "Hydratite" , or as approved by Architect. Waterproofing admixture shall be added to both mortar and grout mixes in amounts recommended by manufacturer but not the extent that mortar and grout strengths specified cannot be easily obtained . ERECTION : A. Lay up units in uniform running bond and with successive courses lapped minimum 1/3 of a unit . • B. Include all wall and joint reinforcing as hereinafter specified, and set all bolts , anchors , inserts , sleeves, etc . required to be set in masonry . Coordinate with all ad, acent trades . C. Fill block cells solidly with grout composed of 1 part cement and 3 parts sand where vertical reinforcement occurs and for bond beams where detailed. D. Interlock units at wall intersections . Provide block lintels over openings; reinforce with minimum two 1/4-inch rods unless otherwise detailed . MASONRY CLEANING COMPOUND : An acid compound which is 100% soluble in water and is not injurious to the hands , such as Sure-Klean. Commercial muriatic acid shall not be used . 4A-3 IL) SECTION 4B BRICK MASONRY CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Supply and install all Brick Masonry Work as shown on the Drawings and as specified herein. REFERENCE STANDARDS: Comply with all applicable requirements of Structural Clay Products Institute and American Standards Assoc. Standards. SAMPLES AND SAMPLE PANEL: A. As per SUPPLEMENTARY GENERAL CONDITIONS, submit two samples of each type of brick specified. B. Before proceeding with Work, a sample brick panel 5 feet x 5 feet shall be erected with tooling, mortar, color and workmanship to be approved by Architect. GUARANTEE: As per GENERAL CONDITIONS. MEASUREMENTS: Verify all dimensions shown on Drawings by taking field measurements; proper fit and attachments of all brick masonry is required. COORDINATION: Coordinate with all other Trades whose Work relates to brick masonry installation for placing of all required blocking, subframing, backing, furring, etc . , to insure proper locations. TESTS AND INSPECTIONS: A. Architect may require tests and inspections as necessary to verity quality and strength of brick materials, mortar, grout, and workmanship. Laboratory tests of materials, mortar, and grout will be made per ASTM standard procedures. B. Architect will select Testing Laborary and Owner will pay for all work required by Testing Laboratory. C. If required, furnish and deliver to Testing Laboratory, without charge, identified samples of bricks, mortar and grout required for tests. Make one set of at least two test prisms each of mortar and grout each day for the first 3 working days at beginning of brick Work. DELIVERY AND STORAGE: Store bricks in manufacturer's original packing until ready for use. Do not stack loaded pallets of delivered bricks. Store in protected location off ground. ERECTION: 46' A. Clean and wet bricks before placing. Cut units with saw, free from broken or spalled corners and edges. Minimum length of cut: 1/2 of unit. 4B-1 Provide full mortar coverage of vertical and horizontal face of joints. Step back any unfinished Work for joining with continued work. Use no warped, spelled, cracked or broken bricks. B. Tolerances: Vertical: Within 1/8 inch in 5 feet. Horizontal: Within 1/4 inch for length of wall. C. On completion of Work, rake out defective joints in exposed brick Work, fill with mortar and re-tool. D. Grout solidly behind any door jambs or other built-in items. PROTECTION: Cover over all unfinished Work at night against the elements with plastic sheet, building paper, heavy canvas or other material approved by Architect. CLEANING: Clean all Work thoroughly from top, downward using fiber brushes. Remove mortar stains with cleaning compound, rinsing thoroughly with water. All finished surfaces shall be unmarred. CLEAN-UP: Per SUPPLEMENTARY GENERAL CONDITIONS. S 4B-2 MATERIALS: Brick: Red Norwegian (Match Exit) coursed 5 courses in 16" vertically. Mortar: As per ASTM C-270, Type S. Cement: ASTM C-150, Type 1 or 2. Sand: ASTM C-144, screened. Lime: ASTM C-207, Type S. Water: Potable. Cleaning Compound: Acid compound 100% soluble in water and non-injurious to hands, such as Sure-Klean. MORTAR MIXING: I part cement 1 part hydrated lime 4 parts sand. A. Mix mortar in mechanical type batch mixer. Hand mix only with approval of Architect. B. Mix for not less than 3 minutes after all materials including water are in the drum. 4 en mixing by hand, mix until mortar is uniformly blended. C. Mix in quantities required for immediate use and place before bad loss of slump occurs. No retempering. 4B_3 ( SECTION 5B METAL DECKING CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Supply and install all Metal Decking Work as shown on the Drawings and as specified herein. SHOP DRAWINGS: Submit shop and erection drawings per SUPPLEMENTARY GENERAL CONDITIONS, showing layout, material and fastening methods and each piece to be erected. COORDINATION: Furnish decking in sufficient time to be used as safety planking, if required . TESTS AND INSPECTIONS: A. Installation of metal decking and all welding shall be subject to in- spection by a qualified Testing Agency acceptable to Architect. B. The Testing Agency shall: 1. Test and inspect metal decking and workmanship to verify compliance ( with Contract Documents. l 2. Check material, equipment, procedures, welds, ability of welders. 3. Furnish Architect with a verified report that completed work conforms with Contract Documents. ERECTION: A. Provide accessories as required including closure units, covering strips, miscellaneous supporting members at openings and edges, cant strips, etc. , as shown on Drawings. B. Set panels so fluted portions align accurately. Provide full bearing at supports. C. Secure panels to supports and to each other as shown on Drawings. D. Touch up all welds and abrasions with zinc dust primer paint. CUTTING AND FITTING: Any cutting and fitting in decking for openings shown on Drawings or required by other trades shall be square, trim, equal to factory cutting, and reinforced to maintain structural strength of decking. CLEAN-UP: After erection, clean all surfaces and leave free of grime and dirt. Remove unused materials, tools, scaffolding and debris from premises and leave broom clean, per SUPPLEMENTARY GENERAL CONDITIONS. (lir5B-1 • • • • MATERIALS: Steel decking shall be ribbed steel deck as manufactured by Wheeling, or as approved by the Architect, of such size, weight and thickness of meterial shown on the Structural Drawings. A. At least 72 hours before bids are to be opened, each contractor submitting a bid on the steel decking shall submit to the Architect, in duplicate, sub- stantiating evidence that the proposed steel deck will meet each and every requirement of these specifications , including all full scale and welding tests and Underwriters's labels. B. All steel decking material shall meet requirements of ASTM A-245. Minimum yield shall be 33,000 pounds per square inch. C. All materials, including accessories , shall be galvanized in accordance with ASTM A-525 for wipe coat classification with not less than .25 nor more than .40 ounces zinc per square foot. Galvanizing shall show no crack= ing or flaking at points of bending. D. Thickness of metal shall be as called for on Drawings and/or as specified herein. SINGLE SHEET DECKING: A. Units shall be Tensilform 75" having a minimum thickness of 15/16" and a gage thickness of .0205". All units must be galvanized. B. Lengths shall be sufficient to span at least 3 spans where building dimension permits and end laps shall be staggered to the fullest extent possible. 5B-2 SECTION 5C { MISCELLANEOUS METAL CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Supply and install all Miscellaneous Metalwork as shown on Drawings and as specified herein including all anchorage devices and required appurte- nances . SHOP DRAWINGS: Per SUPPLEMENTARY GENERAL CONDITIONS, submit Shop Drawings of all work herein showing layouts, sizes, methods of construction and instal- lation, including sizes and types of all fastening devices . GUARANTEE: Per GENERAL CONDITIONS. MEASUREMENTS: Verify all dimensions by taking field measurements; proper fit and attachment of all items is required. COORDINATION: Coordinate with other trades for prompt delivery of all materials needed for erection or installation. Identify all bolts or other loose materi- als. DELIVERY AND STORAGE: Deliver and store materials in dry protected areas . Protect from rusting and other damage. Remove any damaged items from site and replace at no cost to Owner. FABRICATION: A. Standard commercial products, conforming to requirements of Drawings and Specifications may be used subject to approval of Architect. Bolt with proper size bolts. Nuts shall be drawn tight and end threads upset. Screw and bolts shall be standard and washers provided where necessary. B. Build anchors and other connecting members required to concrete into concrete as Work progresses to avoid unnecessary cutting and drilling. C. Execute all Work using skilled metal workers only. Use only certified welders . Do only such work at the site as cannot reasonably be performed in the shop. Make cuts, bends, punching and drilling accurate, neat and properly located. Grind and file smooth all parts exposed to view; leave exposed surfaces free of fabrication marks. Make members true to length to allow assembly without fillers. D. Do all welding per A.W.S. Specifications. Apply "Galvaweld" or equal to any surfaces welded after galvanizing. E. Make fabrication of all structural steel shapes conform to A.I.S.C. standards . l IC: 5C-1 UD#1-3-72 F. Furnish all necessary templates and patterns required by other trades. Supervise and be responsible for proper location and installation of • built-in items. Deliver any items of this Section required to be em- bedded in concrete, or built into partitions and other locations to respective Contractors. Provide holes and connections for Work of other trades and make necessary connections. G. When possible, fit and shop assemble, ready for erection, with shop and field connections riveted, welded or attached with screws, countersunk and finished flush where exposed. H. Galvanize any ferrous metal exposed to exterior unless otherwise speci- fied. All units galvanized shall be fabricated into the largest prac- t' :able sections before galvanizing. 1. Hot-dip galvanize any structural steel shapes, plates, bars and other minor assemblies per ASTM A-123. 2. Any small structural steel, cast steel articles and hardware such as bolts, nuts and washers: hot-dip galvanized per ASTM A-153. INSTALLATION: Install all items specified herein unless otherwise noted; all true, square, plumb and accurately fitted. SHOP PRIMING: A. Shop coat any ungalvanized ferrous metal with primer. B. Clean iron and metal to be primed of scale, dirt and dust by steel scrapers, wire brushes or sandblasting. Remove oil and grease with petroleum naptha. C. Thoroughly work paint into all joints by brush. Overall application of brush or spray coat of red lead primer: per Federal Specification TT-P-86. D. Give any painted built-in portions one field coat of primer on all abraded parts after installation. CLEAN-UP: On completion of work, remove all excess material, equipment, debris and cuttings; dispose of away from premises. Leave work in clean condition per SUPPLEMENTARY GENERAL CONDITIONS. 4 5C-2 • MATERIALS: STEEL: All miscellaneous steel sections shall be standard, cold-rolled sections conforming to ASTM A 36 or ASTM A7. Fabricated items requiring welding shall in all cases be made from ASTM A36 steel . LIGHT GAUGE STRUCTURAL FRAMING: Steel for all light structural framing, bridging, etc. , shall conform to ASTM A245, Grade C, commercial quality steel with a yield point of 33,000 psi . All framing members and accessories shall be delivered to the job with an oven-dried coat of rust-resisting red zinc- chromate paint. MILD STEEL: ASTM A-283. WALL LADDERS: Materials and fabrication as indicated on the Drawings. Furnish and install all anchoring accessories. All materials shall be galvanized. • 410 5C-3 Zinc for Galvanizing: ASTM B-6. Steel Inserts for Items Suspended from Concrete: CB-Universal Concrete Insert, Figure 282 for 3/8th-inch to 7/8th-inch rods as manufactured by Grinnell Company, Inc. ITEMS: Work required under this Section that is not described in detail below shall be constructed in accordance with the detailed drawings and/or approved Shop Drawings. • 5C-4 Elevator Pit Wall Ladder: Construct ladder of 11 inch x 3/8 inch flat bar steel stringers with 3/4 inch steel rod rungs let into stringers , welded and ground smooth. Provide all angle supports and anchoring devices as required. Conform to codes. Expansion Joint Covers : Exterior Roof: Expand-O-Flash EJ Type as manufacturered by Johns-Manville. e 5C-5 . SECTION 5F OPEN-WEB STEEL JOISTS CONDITIONS OF THE CONTRACT and DIVISION 1, as Indexed, apply to this Section. SCOPE: Supply and install all Open-Web Steel Joists as shown on the Drawings and as specified herein. SHOP DRAWINGS: Before fabrication submit, per SUPPLEMENTARY GENERAL CONDITIONS, fully detailed shop and erection drawings showing material, fastening methods, layout and each member to be erected. REFERENCE STANDARDS: Comply with all applicable requirements of "Standard Specifications for Open-Web Steel Joists" adopted by the Steel Joist Institute and American Welding Society Standards. FABRICATION: Fabricator shall be a member of Steel Joist Institute or American Institute of Steel Construction and publish a brochure of his pro- ducts, including load tables . COORDINATION: Coordinate with all adjacent trades and provide all required bridging, headers, extension of chords, anchors and clips to complete the Work. ERECTION: All erection procedures shall comply with Steel Joist Institute's "Code of Standard Practice", unless otherwise indicated or specified. PRIMERS: Asphalt paint all concealed joists. Apply Tnemec #99 Red Metal Primer to all exposed joists. CLEAN-UP: After erection, clean all surfaces. Remove unused materials, tools, scaffolding and debris and leave broom clean per SUPPLEMENTARY GENERAL CONDITIONS. 5F-1 UD#1-3-72 • OPEN WEB STEEL JOISTS: A. Open web truss type steel joists per Steel Joist Institute "Code of Standard Practice" for H and LH Series. B. Provide bridging, headers, extension of top chords , anchors and clips as required. Minimum bearing: 3" C. Primer: Prime concealed joints with asphalt paint. Prime exposed joist with Tnemec #99 Red Metal Primer. D. Erection: Per referenced standard above, except where otherwise indicated. OPEN WEB STEEL JOISTS: Per "Standard Specifications for Open-Web Steel Joists" adopted by the Steel Joist Institute. Fabricator shall be a member of Steel Joist Institute or American Institute of Steel Construction and publish a brochure of his products , including load tables. 5 F-2 SECTION 6A Jte) ROUGH CARPENTRY CONDITIONS OF THE CONTRACT and DI\LISION 1, as indexed, apply to this Section. SCOPE: Supply and install all Rough Carpentry Work as shown on the Drawings and as specified herein. SHOP DRAWINGS: Per SUPPLEMENTARY GENERAL CONDITIONS, submit Shop Drawings of all fabricated connecting hardware specified herein. MEASUREMENTS: Verify all dimensions shown on Drawings by taking field - measurements; proper fit and attachment of all parts is required. Before commencing Work, check all lines and levels indicated and such other Work as has been completed. Should there by any discrepancies, immediately report in writing to Architect. In event of failure to do so, be respon- sible for correction of any errors. COORDINATION: - Coordinate Work with other trades (Electrical, Mechanical, Plumbing, etc.) and do all cutting and patching required to accommodate their Work. Protect adjacent Work. • DELIVERY AND STORAGE: Deliver and store lumber on sills and cover for protection. See SUPPLEMENTARY GENERAL CONDITIONS for additional delivery and storage requirements. GENERAL REQUIREMENTS: A. Provide each piece of lumber or plywood used for structural framing graded and marked with grade and trademark of a lumber grading organization approved by Architect, except that a certificate of grade from such a grading organization may be accepted in lieu_of grade and - trade marks when approved by Architect. Trade mart-of manufactuP r shall also appear on each piece. B. Grading Rules: Conform with all applicable requirements of American Lumber Standards "Simplified Practice Recommendation R-16 and to grad- ing rules of manufacturer' s association under whose rules the lumber is produced. C. Reference Standards: Conform with all requirements of U.S. Dept. of Commerce Commercial Standards and American Wood Preservers Association Standards, as they apply. WOOD BACKING: Provide all wood backing, furring, stripping or blocking indicated or required for installation and attachment of Work of all other trades. Cut and frame all openings required by other Trades. Structural members shall not be cut, notched, or drilled except as shown or noted on Drawings. 6A-1 • V • i CONNECTIONS: A. Nails: Bright common wire nails, galvanized for exterior Work. Subdrill where necessary to avoid splitting. B. Bolts: Drill bolt holes 1/32 inch larger than bolt diameter. Use square plate or malleable iron washers under heads and nut where they bear against wood. Re-tighten bolts immediately prior to concealing with finish Work. Re-tighten exposed bolts immediately prior to final inspection. C. Lag Screws and Screws: Subdrill, use square plate or malleable iron washer under lag screw heads when they bear on wood. D. .Fabricated Connections: 1. Sheet metal galvanized of size and type shown on Drawings. 2. Structural Steel: ASTM A36. Welding by qualified welders in con- formance with AWS D1.O. One shop coat of paint -per Federal -Specifi- cation TT-P-86, Type 11 to all parts not embedded. TERMITE CONTROL AND DECAY PREVENTION: Remove all wood, including form lumber, scrap lumber, shavings and sawdust in contact with ground. Leave no wood buried in any fill or backfill. • CLEAN-UP: Per SUPPLEMENTARY GENERAL CONDITIONS. . 1 - f II i . 6A-2 i -•4. 1 • LUMBER SPECIES AND MATERIALS : 1 Framing Lumber shall be construction Cedar or No. 2 Southern ,,J Yellow Pine graded in accordance with Standard Grading and Dress- ing Rules of West Coast Lumber .Inspection Bureau. All sides shall be surfaced . Grades shall be as follows : Grades : Lumber shall be of grades and finish tabulated below. USE: 1 inch boards "Construction" 2 x 4 studs , sills , plates ,etc "1200 Industrial" Other framing lumber , 2 to 4 inches thick "Construction" , 1200 f Miscellaneous blocking , bridging , etc "Utility" Wall sheathing CD Plywood shall be manufactured and graded- in accordance with Pro- duct Standard PS 1-66 for Douglas Fir plywood_ established by U. S. Department of Commerce . Each Panel shall carry grade trademark of Douglas Fir Plywood Association. CONNECTING HARDWARE : A. Furnish and install all connecting hardware shown or noted on Drawings , specified herein or required to complete Work. B. Materials : • 1 . Nails : Common wire , galvanized for exterior Work. 1 . .Nails : Unless otherwise noted, common wire nails , meeting Federal Specifications FF-N-101 , of the sizes indicated on the Drawings . 2 . Screws : Standard domestic manufacture, bright steel , except galvanized for exterior use and of brass, bronze, aluminum or stainless steel when used to attach items made of those materials . 3 . Bolts : Machine bolts (or carriage bolts if called for on Drawings) of structural grade steel with square nuts, of • 'sizes noted on Drawings . Conforming to ASTM A-307 . 6A-3 i 4 . Steel plates and angles : ASTM A-36 , galvanized after ! . fabrication. 5 . Framing anchors , joist hangers , etc . : Universal Anchor Co. , products of sim . lar devices as approved by Architect; see Drawings for specified items . 6 . Power Actuated Fasteners : Federal Specification GGG-D-777a, install as per manufactuer 's printed directions. Charge shall be powerful enough to prevent spalling of concrete. s 7 . Miscellaneous Clips , Steel Assemblies : Conforming to ASTM A-36. FRAMING : General : Install all wood framing making proper provisions for work of other trades . Do all cutting of wood required to accommodate plumbing, heating and ventilating, electrical and other trades . Fit neatly around all exposed items , such as outlet boxes, conduit, pipes and ducts . Plywood Sheathing: All plywood shall be layed with the "C" or Lest face on exposed side . nought Framing : Fit closely, set accurately to required lines and levels , and secure rigidly in place. Set horizontal and inclined members with crown edge up. Do not cut , notch or bore structural members without specific approval . Reinforce cut members as directed. `. " Bolt, nail and spike in a thorough Hammer with not less than the sizes and quantities indicated or specified. Structural members shall provide full contact at all bearing surfaces . III . . , . . 6A-4 • WOOD BACKING AND NAILING STRIPS: Provide all wood backing , furring or blocking indicated or required for proper installation and attachment of work of other trades . From lumber which has been cleaned and is in sound condition may be used , unless other material is indicated or specified .' Provide wood stripping were indicated for attachment of finish materials to wood surfaces . WOOD PRESERVATIVE TREATMENT: , A. All wood siliplates and ledgers bolted in direct contact with concrete shall be pressure treated with Pentachlorophenol in -oil in accordance with Uniform building Code Standard 25-12 . B. All blocking , studs , joists , posts , etc . , withing 12 inches of concrete shall be treated after sawing by soaking ends in solut- ion of 5% Pentachlorophenol in oil for not less than 15 minutes . Plywood sheathing on exterior walls less than 2 feet . above grade shall be soaked in solution for not less than 15 minutes . • ••�' 6A-5 : • 1 5 . • SECTION 6B. FINISH CARPENTRY CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Supply and install complete Finish Carpentry Work as shown on Draw- ings and as specified herein. SHOP DRAWINGS: Per SUPPLEMENTARY GENERAL CONDITIONS, submit shop drawings of millwork at full size or large scale showing sizes, materials, grain run, methods of construction, connection to adjacent members and installation. Indicate all backing members for installation and all hardware. SAMPLES: Submit per SUPPLEMENTARY GENERAL CONDITIONS, before fabrication, two (2) completely finished samples of all exposed Work specified herein. Wherever possible, samples shall be 12 inches x 24 inches in size. GUARANTEE: Per GENERAL CONDITIONS. MEASUREMENTS: Verify all dimensions shown on Drawings by taking field measurements; proper fit and attachment of all parts is required. COORDINATION: Coordinate with all other trades as required -to complete Work to satisfaction of Architect. r-- DELIVERY AND STORAGE: Deliver all materials under protective cover and store within dry enclosed area. GENERAL REQUIREMENTS: Following standards apply to Work of this Section except where more stringent requirements-are specified herein: A. Architectural Woodwork Institute "Quality :Standards" B. Western Wood Products Association Manual C. American Wood Preservers Association Specifications. PRIMING: Back-paint all wood surfaces inaccessible and unexposed after . installation before delivery with an approved linseed oil and aluminum primer. Prime coat all unfinished metal parts. FINISH CARPENTRY INSTALLATION: A. Use only hot dip galvanized -or aluminum finish or casing nails. Set nails for putty stopping in-surfaced members. Hammer marks not accept- able on any exposed finished surface and may be cause for rejection of Work by Architect. B. Make all end splices exposed in finished members bevel splices and not square butted . Install members in as long lengths as possible. . 6B-1 i i J 9 1 . • C. Install Work to details shown, plumb, level and to line and securely 1 fik anchored. Make scribes where required accurate. Miter corners of trim. D. Provide and install other miscellaneous millwork items and related Work required to complete Work of this Section. E. Prepare all woodwork installed hereunder by cleaning and sanding as re- quired to receive finishes specified in Section PAINTING AND FINISHING. CLEAN-UP: Per SUPPLEMENTARY GENERAL CONDITIONS. • { i : . • .- 6B-2 • .. . . • • 1 • WOOD SPECIES AND MATERIALS: Mansard Framing Members: No. 2 S.Y.P., Pressure treated where in contact with masonry or concrete. Mansard Plywood Sheathing: U. S. Product Standard PSI-66, C-D, Exterior Glue 6oublas Fir. Wood Fascias: Redwood K.D. Clear Heart, Vertical Gram, 545. Plywood Soffits : U. S. Product Standard PSI-66 A-C. Exterior Glue, Douglas Fir. Storage Cubicles : U. S. Product Standard PSI-65 B-B, Exterior Glue, Douglas Fir. W/2x4 Pressure Treated and Construction Cedar Framing members. Wood Base: Stock Clam Shell Western White Pine Finger Jointed. Door Trim: Stock Clam Shell V Western White Pine Finger Jointed supplied i th Pre-hung Door Units. Cedar Lined Closets: 4" aromatic cedar plywood glued to gypsum wall board. Provide 1 X-4-cedar base and 1 x 2 cedar door trim. kir 110 6B3 SECTION 6C BUILDING INSULATION CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Supply and install all Building Insulation Work as shown on Drawings and as specified herein. GUARANTEE: Per GENERAL CONDITIONS. SUPPLIER: Materials designated for a specific application shall be the products of one manufacturer. COORDINATION: Check Work of other trades which abutts, adjoins or is affected by Work under this Section. Consult Drawings and other Sections and -expedite and coordinate Work to avoid omissions and delays. INSPECTION: Examine all receive Work of this copy to Architect,Report in writing to General detrimental to Work of this Section. DELIVERY AND STORAGE: Deliver materials to job in manufacturer's original e unopened packaging. Adequately protectaagainsthdamage whilepstored at the site. Deliver so that stocks of mate sitmit uninterrupted progress of the Work. PROTECTION: Take precautions to protect all insulation, both during and after installation, from damage of any kind until covered. CLEAN-UP: Per SUPPLEMENTARY GENERAL CONDITIONS. 7 , • it., 6C-1 . • • INSULATION: BATT INSULATION: Nominal thickness 4". Install in dropped ceiling spaces indicated on the Drawings. Insulation shall be fiberglass. RIGID WALL INSULATION: 1" Zonolite Thermo-Stud applied to concrete block as per manufacturers standard recommondations. SOUND INSULATION: Provide = U "sound attenuation batts at all bath walls as indicated on the Drawings . Eatts shall be continuous from floor to underside of concrete surface above . co) 6C-2 • SECTION 6D CABINET WORK $ t CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Supply and install all Cabinet Work as shown on Drawings and as specified herein. SHOP DRAWINGS: Per SUPPLEMENTARY. GENERAL CONDITIONS, submit shop drawings of Work at full size or large scale showing sizes, methods of construction, connection to adjacent members and installation. GUARANTEE: Per GENERAL CONDITIONS. GENERAL REQUIREMENTS: A. Make all finished Work per the detailed Drawings and grade requirements (hereinafter specified) of the Architectural Woodwork -Institute book entitled "Quality Standards Illustrated"-;- however,- details shown -on, Drawings shall supersede details of reference. -Do all final finishing Work in shop and only touch-up Work on the site. B. Store all Work specified herein away from site at no additional cost to Owner until building is ready to accept installation. Have spaces in which Work is to be installed enclosed, dry and with constant temperature and humidity established. C. Take such field measurements as may be required and be responsible for same. Report any major discrepancy between plan and field dimensions to Architect. D. All finished wood and cabinet materials shall have moisture content not exceeding 12% by weight. E. Any plastic laminate finishing required in the Work shall conform to applicable requirements of the Architectural Woodwork Institute "Quality Standards" for "Custom" Grade, except where more stringent requirements are specified herein. FABRICATION: A. Employ expert cabinet makers to carefully fabricate cabinets true, square, without warp and all parts in perfect alignment. Fit joints flush and to hairline. Fit movable parts such as doors to close toler- ance. Face best grade surface of plywood to exposed side. B. Shop fabricate cabinetwork in whole units or in partial units as most practicable for handling and transportation. Assemble partial units in place .in such manner that each cabinet becomes a unified whole visually and structurally. Make all cuts required to accommodate work of other Trades. 6D-1 C. Glue and nail joints of cabinets. Where stiles and rails intersect, '"` install two tight fitted hardwood dowels per joint and assemble with �, glue. (Blind nail or otherwise conceal all exterior exposed face fastenings of cabinets) . Set nails in other surfaces to receive putty. D. Make cuts for hardware neat and true and fit to prevent looseness. E. Make all shelving permanently straight, true and free from warp and waves. Fit all drawers snug and without binding. Warped or out-of-alignment cabinet doors or drawers not accepted. Maintain a uniform clearance between cabinet doors and drawers and cabinet frame not to exceed 1/16 inch. F. Sand all surfaces and edges smooth. Slightly round exposed corners by careful sanding. G. Where any doors, drawer fronts, cabinet edges, and edges of shelves are made of plywood or particleboard, finish exposed edges by V-edge-banding with wood to match face-veneers. H. Set hardboard drawer bottoms in rabbets _in sides, front and back. Join sides-to front and .backs with lock joints. I. Adjust all, drawers, doors -and -movable parts to operate easily and smoothly without binding. INSTALLATION: Install units level and plumb with tight joints between any multiple units. Scribe to wall and other surfaces as required. Fasten to studs or solid blocking with #14 wood screws of sufficient length to pene- trate member at least 1 inch. TOUCH-UP AND CLEANING: On completion of Work touch-up all abraded areas on exposed finish Work and wherever required to complete the Work for Archi- tect's approval. In addition,__dust and wipe clean all finished surfaces; use no harmful solutions. CLEAN-UP: Per SUPPLEMENTARY GENERAL CONDITIONS. r• . . . 6D-2 - - . Cabinetwork: ito'' The Contractor shall include the following allowances for all kitchen and bathroom cabinet work installed. - $62 ,000.00 • 6D-3 r: G 1 SECTION 7A ' , C ■ , . ROOFING 1 CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Supply and install all Built-Up Roofing Work as shown on Drawings and as specified herein. . GUARANTEE: Per GENERAL CONDITIONS, both General Contractor and Roofing Sub- t contractor shall jointly and unconditionally guarantee in writing the water- tightness of the total roof assembly for a period of two (2) years from date of acceptance of the Work by Architect and Owner and equally guarantee that all roofing and flashing materials and workmanship are as specified to Architect for transfer to Owner prior to final payment. STANDARDS: Have all Work done by applicators approved by the manufacturer of the materials and installed in strict accordance with manufacturer's directions and all applicable requirements of Factory Mutual Engineering Corp. Standards. COORDINATION Work closely with Sheet metal, Plumping and Mechanical Con- tractors and -any other adjacent trades. Whenever the watertightness of the -- Roof is dependent on the Work of other trades, assume lull responsibility_ - for the finished installation of the integrated assembly. Supervise the sheet metal installer's Work and all other adjacent trades as necessary to assure satisfactory fabrication and watertight placement. ' 1114r) INSPECTION: Examine all subsurfaces to receive Work and report in writing to General Contractor, with a copy to Architect, any conditions detrimental to Work. Failure to observe this injunction constitutes a waiver to any sub- sequent claims to the contrary and hold Roofing Contractor responsible for any corrections Architect may require. Commencement of Work will be construed-- - . . as acceptance of all subsurfaces. DELIVERY AND STORAGE: Deliver materials to job site in manufacturer's-original unopened packaging. Fully protect against wetness or damage while temporarily stored. Materials designated for a specific application shall be the products of one manufacturer. PRE-APPLICATION REQUIREMENTS: • A. Review roof detail drawings and specifications with Roofing Manufacturer to insure that materials are properly used. . B. Submit a report including any revised details to Architect. Incorporate . any revised details approved by Architect in the project at no addi- tional cost to Owner. ► C. Notify Architect at least 48 hours before starting Work. . • t PREPARATION: Make all subsurfaces free from material projections, dust loose and foreign materials and any other obstructions, presenting a smooth plane, ready for installation. 7A-1 t. UD01-3-72 - t a. . 4 _; WEATHER: Conduct no roofing operations when water in any form is present on ) the deck or when materials are damp, wet or likely to be wetted by the elements. CONSTRUCTION TRAFFIC: Roofer and General Contractor shall protect materials and take precautions to prevent other trades damaging roof during and after construction. Repair any torn or punctured materials before oofing over. Use runways over materials in place. WATERSTOPPING: At the end of each day's Work, the Work performed during that day shall be sealed at the edges and well covered to prevent moisture getting under the material. T CLEAN-UP: Per SUPPLEMENTARY GENERAL CONDITIONS. 411) . . _ . . • • • . . • i . . , . • . . , . . . • .1 111L. ,• . 7A-2 • SECTION 7-C BUILT-UP ROOFING: Johns-Manville Specification No. 630 Gravel Surface Asbestos Built-Up Roofing. MATERIALS: Vensulation Base Felt: 1 layer Asbestos Finishing Felts: 3 layers Bitumen Interply Moppings: Aquadam 691bs/Square Surfacing: Aquadan 60 lbs/Square Gravel : 400 lbs/Square or Slag: 300 lbs/Square Application: Base sheet shall be nailed with Zonolite Base Ply Fasteners with remaining plys and surfacing in strict compliance with application requirements of Johns-Manville Specification No. 630. Shop Drawings : Submit Brochure for Architects approval . fir • 764 Section 7-D ' Tile Roofing Materials : Roofing tiles as manufactured by R & R Industries, Daytona Beach, Florida, concrete Spanish, Type Red "S". Underlayment shall be 90# Mineral surface roofing membrane, Red. Nails- shall be 7/16" head diameter coppy alloy ring nails of sufficient length to give proper penetration. Mortor shall be as recommended by tile manufacturer with integral color to match tiles. Installation: Apply 90# roofing membrane securely to plywood mansard and concrete carport roofs by approved nailing and hot mopped application method. Install all flashing in co-ordination with this system as indicated on the drawing. Roofing tiles shall be secured to carport roofs and low slope mansard roof areas with mortor only. Roofing tiles shallbe secured to high slope mansard roof areas by nailing with minimum of two (2) nails per tile. 411, All exposed voids and openings at tile intersections, ridges and caps shall be completely filled with mortar to form a secondary moisture barrier. Provide weep holes vents at eave tile terminations. 7D-1 SECTION 7F SHEET METAL CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Supply and install all Sheet Metal Work as shown on Drawings and as specified herein. SHOP DRAWINGS: Shop Drawings, per SUPPLEMENTARY GENERAL CONDITIONS, are not required unless specifically called for in the item of Work specified. GUAPANTEE: Per GENERAL CONDITIONS;-furnish-a--rritten guarantee,---counter- signed by the General Contractor that all sheet metal work is uncondition- ally guaranteed to be watertight and free of defects for a period of two (2) years. MEASUREMENTS: Verify all dimensions shown on Drawings by taking field 1 measurements; proper fit and -attachment-ml all parts is required. COORDINATION: Coordinate-and cooperate with any other Trades whose Work relates to sheet -metal in .any way. INSPECTION: Examine all subsurfaces to receive Work. Report in writing to General Contractor, with a copy to Architect, any conditions detrimental to Work. Failure to observe this injunction constitutes -a waiver to any subsequent claims to the contrary and holds Contractor responsible for any corrections-Architect-may require--Commencement-af---Work will-_he-consti ied____ as acceptance of all subsurfaces. DELIVERY-AN'D STORAGE: Deliver and store materials in dry, protected areas. Keep free of corrosion or other damage. Replace any damaged materials at no cost to Dwner.. 3 FABRICATION: Fabricate sheet metal flashing to Ahapes and sizes detailed, allowing sufficient material for up-standing leg. Make surfaces free of waves and buckles, with lines, arrises, and angles sharp and true. Form in - strict accordance with -detailed-Drawings. --No raw,- exposed-edges_permitted._ -_ INSTALLATION: A. Conform to quality-, -procedures and methods -recommended_by -National - �, Association of Sheet Metal Contractors. Accurately form, fit snugly, have exposed edges folded under at least 1/2-inch and no sharp corners left exposed. Properly shield against galvanic action with asphalt base paint or equivalent. Securely fasten and make absolutely watertight. • B. Extend fleshings 4 inches beyond jambs of openings. Provide expansion joints at all junctions with existing flashings and at straight runs at intervals not exceeding 30 feet. Select type best suited and least ILD obtrusive _fOr condition and make watertight with sealant. 7F-1 • 1 I 1 I C. Attach sheet metal to surfaces which are even, smooth, sound, thoroughly 1 . dry and clean, free of all defect which might affect application. Any materials furnished hereunder to be built into Work by others shall be • in condition for final installation. Do all cutting, fitting, drilling or other operation in sheet metal required to accommodate Work of other trades. Provide any items essential to complete the installation, though not specifically shown or specified, of the same kind, quality, and type as similar items utilized elsewhere in the building. Apply all sealant and butyl tape per requirements of CALKING AND SEALANTS Section. D. Clean all surfaces before soldering. Perform soldering slowly with well heated tools to thoroughly heat the sheet and completely sweat the solder through full width of seam. All lock seam work shall be flat and true . to line and be sweated full of solder. All flat lock seams, and lap seams, where soldered, shall be at least 1/2 inch and made in direction of drainage flow. Lap seams, not soldered, according to pitch but in no case less than three inches. Thoroughly wash all acid flux work after soldering. E. Wherev-er-possible, --secure-metal -by-el-eats-without-nail ing—through-me tal=.----- In general, space nails, rivets or screws not_more than eight inches apart and where exposed to weather use lead washers. If nailing into __ concrete or masonry, use "Dryrins" and drilled holes. F. Join parts with concealed rivets or sheet metal screws where necessary lir for strength or stiffness. Place sheets together before drilling. Where lap joints are used, lap sheets at least four inches. G. Clean all surfaces concealed after installation, carefully removing grease and oil with solvent or gasoline and wiping with clean rags. . CLEAN-UP: Per SUPPLEMENTARY GENERAL CONDITIONS. . . i 7F-2 A. MATERIALS: 1. SHEET ALUMINUM: (a) FLASHING 26 gauge, mill finish 2. SHEET LEAD: 2-1/2 pound. B. INSTALLATION: 1. All roofing flashing, gutters , downspouts , pitch pans, sleeves, etc. , shall be installed at the junction of roofs with vertical surfaces and at all points shown or necessary to make all work watertight. All joints shall be lapped, flat locked or rivited. • • 7F-3 • 0 SECTION 7K. • c; it CALKING & SEALANTS • CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Supply and install all Calking and Sealing Work as shown on Drawings and as specified herein. GUARANTEE: Per GENERAL CONDITIONS, Work shall be guaranteed for a period of five (5) years. INSPECTION: Examine subsurfaces to receive Work and report in writing to General Contractor, with a copy to Architect, any conditions detrimental. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary and will make this Contractor responsible for any corrections Architect may require. Commencement of Work will be construed as acceptance of all subsurfaces. PREPARATION: . Clean and prepare surfaces to which sealant is to be applied, ._ per manufacturer's recommendations. Scrape and wire brush anyconcrete and similar surfaces as required;-=all surfaces shall -be dry. Prime surfaces if recommended by manufacturer. I APPLICATION: Apply materials in strict accordance with manufacturer's printed directions; observe manufacturer's requirements regarding tempera- •4 - ture control, usability of materials and protection of adjacent-surfaces. • Make sealing surface slightly concave, free of wrinkles and skips, uniformly smooth and with perfect_adhesion along both sides of joint. Protect adja- _ . cent surfaces from excess material; leave joints in a clean; -neat condition. Defective joints shall be removed, cleaned and replaced at no additional cost to Owner. CLEAN-UP: Per SUPPLEMENTARY GENERAL CONDITIONS. I . • 7K-1 i • LA. MATERIALS : 1 . Caulking and sealing compounds shall-12e one of the following kinds , or a combination of both, at Contractor 's option. Primers shall be quick-drying, colorless , non-staining sealers of type and consistency as recommended by manufacturer of caulking material for the particular surfaces involved. 2. Dymeric sealants as manufactured by the Tremko Manufacturing Company, Ontario , Canada . B. INSTALLATION: Shall be in strict accordance with manufacturers printed specifications . • 411 qq kT • `.1 7K-2 SECTION 7 L THROUGH WALL FLASHING Materials: Through wall flashing shall be as manufactured by Nobel Vaporseal , flexible, elastomeric type. Installation: shall be in accordance with manufacturers recommendations and as indicated on the Drawings . Shop Drawings: Submit shop drawings for Architects approval . S 7L-1 I SECTION 8A WOOD DOORS 1 CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Provide Wood Doors as shown on Drawings, schedules and as specified herein. SAMPLES: Before fabrication, per SUPPLEMENTARY GENERAL CONDITIONS, submit samples of corner portion of each type of door showing core, edge band, veneer and any special features. GUARANTEE: Per GENERAL CONDITIONS, all wood doors shall have a "life of installation" guarantee unless otherwise specified. Guarantee shall in- clude repair or replacement and refinishing and rehanging costs. DELIVERY AND STORAGE: Before delivering, doors to site, . seal all edges -with an an _approved clear sealer, compatible with painter's finish specified. Pro- tect doors during delivery and while stored-on She job. Store in a dry location and protect from weather. GENERAL REQUIREMENTS: All wood doors shall meet applicable requirements of Dept. of Commerce Commercial Standards and National Woodwork Manufacturers Association Specifications, unless specified otherwise. itFABRICATION: Refer to Door Schedule for types, face veneers, labels, -sizes and details. t Doors requiring a fire-resistive rating shall bear Underwriters Laboratories'- or N.B.F.U. labels, unless specified otherwise. INSTALLATION: . Cut all doors for specified hardware and hang. Protect as recommended by manufacturer. Fit doors to provide 1/16 inch to 1/8 inch clearance at jambs and heads. Bevel lock stiles To 1/8 inch in 2 inches. Ease all edges of doors. - Maximum clearance at floor shall be 1/4 inch, unless otherwise indicated. . - 2 • 8A-1 MATERIALS: Interior doors shall be flush type with prehung frames and trim. Solid Wood Core: 1. Face Veneer: Rotary cut, Premium, Select White Birch, standard thickness, thoroughly kiln dried, smoothly sanded and laid at right angles to grain of crossbands. 2. Crossbands : Thoroughly kiln dried hardwood, 1/16 inch thick, laid with grain ii —Fight angles to length of door. 3. Core: Glued up of properly kiln dried wood blocks of low density species. 4. Edge Gands : Thoroughly kiln dried hardwood at all edges matching face veneer species, 3/4 inch thick, laminated to core. 5. Adhesives : Crossband and face veneer adhesive shall conform to CS-35, Type I. Core and edge band adhesive shall conform to CS-35, Type II. Hollow Wood Core: 1. Face panels: Three-ply construction, made up of standard thickness veneers, 1/8 inch thick over all before sanding. Face veneers shall be 1/28 inch thick rotary cut Birch, sanded smooth. • 2. Cores: Ladder type with core strips made from a wood derivative and uniformly speced 3 inches on center for interior and exterior use. All core parts or members shall be bonded to face panels. • 8A-2 3 . FRAME: Stiles and rails shall be made of softwood . Combined width of two top rails shall be nominal 1Q-1 inches , and com- bined width of four bottom rails shall be nominal 12 inches , The stiles shall be nominal 3 inches wide with matching hardwood edge strips laminated to stiles , 1/2 inch wide after trimming. The intermediate rail shall be nominal 3 inches wide and center of rail shall be 5 feet , 6 inches from bottom of door . 4 . LOCK BLOCKS : Softwood , nominal 3 inches wide (nominal 6 inches including stile ) and 40 inches long, centered on both sides . 5 . ADHESIVES : Conform to Commercial Standard CS-171 , Type I . II) 8A- 3 • SECTION 8B METAL DOORS CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Provide Metal Doors as shown on Drawings and as specified herein. GUARANTEE: Per GENERAL CONDITIONS. DELIVERY AND STORAGE: Deliver all materials under protective cover and store in dry, enclosed spaces at the site. GENERAL REQUIR 'f.ENTS: All metal doors specified herein shall be provided by one manufacturer. FABRICATION: A. Fabricate doors to sizes shown; provide -necessary clearances and bevels to .permit-.operation without binding .and-tb accommodate thresholds where required. B. Include reinforcements and mortising for all required hardware, specified under Section FINISH HARDWARE, from templates furnished thereunder. • Reinforce all butt cutouts with minimum 3/16 inch thick steel plate, drilled and tapped and welded in place. C. Clean thoroughly, fill_joints-smooth and_ -prime -with factory baked-on- neutral gray rust-inhibiring -paint, . tested_as per-ASTM D-71-4 and B-117- INSTALLATION: All metal doors specified herein shall be installed under the requirements of this Section. Hang doors accurately with clearances shown and adjust for tolerances. • t I 8B-1 •• p • DOORS: Construct to sizes shown; provide necessary clearances and bevels to permit operation without binding and to accommodate thresholds where required. A. Provide one piece pan shaped face sheets of 16 gauge material, spot welded to 20 gauge reinforcing channels (18 gauge at edges) which are spaced not over 8 inches o.c. and run full height of doors. Weld contin- uous 18 gauge stiffener channels at tops and bottoms of doors to side plates. Close top of all doors. Pack spaces between reinforcing members with inorganic insulating material to sound-deaden doors. Fill joints with mineral filler; finish surfaces smooth and flush. B. Include reinforcements and mortising for required hardware specified under Section FINISH HARDWARE from templates furnished thereunder. Re- inforce butt cutouts with minimum 3/16 inch thick steel plate, drilled and tapped and welded in place. C. Construct doors to UL requirements where scheduled on Drawings; provide labels. C ••s 8B-2 SECTION 8C ALUMINUM SLIDING GLASS DOORS AND WINDOWS CONDITIONS OF THE CONTRACT AND DIVISION 1 , as indexed, apply to this Section. SCOPE: Supply and install all items and Appurtenances as shown on Drawings and as specified herein. SHOP DRAWINGS: Per SUPPLEMENTARY GENERAL CONDITIONS,submit Shop Drawings of all specified items showing sizes, methods of construction, connection to adjacent members and installation. GUARANTEE: Per General Conditions. MEASUREMENTS: Verify all dimensions by taking field measurements; proper fit and attachment to adjoinging Work is required. COORDINATION: Coordinate and schedule the Work of this Section with other *Trades for coordination of size of reveals , locations of anchorage, etc. DELIVERY AND STORAGE: Carefully handle items during shipment. Store materials in dry and protected area. Replace any damaged or defective items at no cost to Owner. INSTALLATION: Install items complete with hardware under supervision of manufacturer's representative. At completion, installation shall be left clean and smoothly operating. CLEAN-UP: Per SUPPLEMENTARY GENERAL CONDITIONS. 8C-1 ALUMINUM SLIDING GLASS DOORS: Shall be as manufactured by B e 11-View, sizes as indicate on the drawings. Frames shall be bronze painted. Glass shall be double glazed tempored as required by Code. Furnish all hardware, pulls, locks and trim. ALUMINUM WINDOWS: Shall be as manufactured by Bell-View Single hung and horizontal sliding as indicated on the Drawings. Frames shall be bronze painted. Glass shall be double glazed. Furnish all hardward, pulls, locks and trim. • 8C-2 SECTION 8D SPECIAL DOORS CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Supply and install all Special Doors and Appurtenances as shown on Drawings and as specified herein. SHOP DRAWINGS: Per SUPPLEMENTARY GENERAL CONDITIONS, submit Shop Drawings of all specified items showing sizes, methods of construction, connection to adjacent members and installation. GUARANTEE: Per GENERAL CONDITIONS. MEASUREMENTS: Verify all dimensions by taking field measurements; proper fit and attachment to adjoining Work is required. COORDINATION: Coordinate and schedule the Work of this Section with other Trades for coordination of size of reveals, locations of anchorage, etc. DELIVERY AND STORAGE: Carefully handle doors during shipment. Store materials in dry and protected area. Replace any damaged or defective items at no cost to Owner. INSTALLATION: Install doors complete with hardware under supervision of manufacturer's representative. At completion, installation shall be left clean and smoothly operating. CLEAN-UP: Per SUPPLEMENTARY GENERAL CONDITIONS. 1 4111; 8D-1 Metal By-Fold Doors : shall be by Leigh Products "L" Series, full louvered complete with all hardward. Installation shall be in accordance with manufacturers recommendation. Horizontal Sliding By-Pass Mirror Doors : Shall be by Monarch Mirror Door Co- mpany w/gold Anodized Aluminum Finish Series 500. Metal Overhead Door: Shall be by Overhead Door Company, 4 panel , 16 GA Galvanized steel flush, manually operated, framed with high lift tract. No handle or key lock. Instalation shall be in accordance with manufacturers recommendations. Metal Entrance Doors (Unit Entrances) : shall be as manufactured by Pease Company, Style E 65. Installation shall be in accordance with Finish Carpentry Specification Section. Wood Lobby Entrance Doors : Shall be Elegant Entries Inc. , or Eq. , Kent Mahogany. Installation shall be in accordance with Finish Carpentry Section. 8D-2 SECTION 8E METAL. FRAMES CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Provide hollow Metal Frames shown on Drawings and as specified herein. GUARANTEE: Per GENERAL CONDITIONS. • DELIVERY AND STORAGE: Deliver all materials of this Section under protective cover and store within dry, enclosed spaces at the site. GENERAL REQUIREMENTS: All metal frames specified herein shall be provided by one manufacturer. FABRICATION: A. Notch, miter, weld and .finish smooth all beads and jambs. B. Make cutouts for required hardware specified under- Section FINISH HARDWARE --- from templates furnished thereunder.- Reinforce butt cutouts with minimum 3/16 inch thick steel plate, drilled and tapped and welded in place. Provide strike stops of frames with holes for 3 rubber door silencers; -■ on any double door frames, provide for 2 silencers per door at head. IP C. Provide angle spreader for -frames during shipping, handling and installa- tion. D. Clean thoroughly and paint with one shop coat of neutral gray rust inhibitive primer tested per ASTM D-714 and B-117 . Paint back surfaces of frames with heavy-bodied bituminous paint. . INSTALLATION: Install all metal door frames, except those specified in other Sections for special types of doors. Install frames plumb, level and rigidly secure in place. Properly brace, until built in. Backs of frames to any masonry or concrete shall be filled solid with mortar. • t 1 I •� I1 LIdE-1 I DOOR FRAMES: Construct to shapes and sizes shown, meeting various wall i (ill thicknesses. A. Fabricate of 16 gauge material. Make breaks, arrises and angles straight, sharply defined and true. Miter corners, accurately fit, electrically weld and grind smooth to produce invisible joints. B. Provide not less than five 12 gauge anchors per jamb, as shown on Draw- ings, spaced for maximum stiffness. Provide 15 inch long fillet weld to inside face of jambs at top and bottom of anchor. Provide 12 gauge floor clips at each jamb, welded to back face of jamb, punched for se- curing to floor with 2 spaced anchors. C. Make cutouts for required hardware specified under Section FINISH HARDWARE from templates furnished. Reinforce butt cutouts with minimum 3/16 inch thick steel plate, drilled and tapped and welded in place. Provide strikd stops of frames with holes for 3 rubber door silencers; on double door frames, provide for 2 silencers per door at head. D. _For openings over 42 inches wide_and at double openings, reinforce head members full length with a minimum inch wide channel of 12 gauge steel.-- E. Frames for U.L. labeled doors shall be constructed in accordance with U.L. requirements and shall be _labeled as scheduled. F. Stops on interior door frames, except fire doors, shall terminate 6 inches above finish floor cut at 45 degrees and closed. • • • • . • • 41)--/ • • • • • 8E-2 • _ _ SECTION 8 F ALUMINUM STOREFRONT, GLASS AND MIRRORS CONDITIONS OF THE CONTRACT AND DIVISON 1, as indexed apply to this Section. SCOPE: Supply and install all items and Appurtenances as shown on Drawings and as specified herein. SHOP DRAWINGS: Per SUPPLEMENTARY GENERAL CONDITIONS, submit Shop Drawings of all specified items showing sizes, methods of construction, connection to adjacent members and installation. GUARNTEE: Per GENERAL CONDITIONS. MEASUREMENTS: VERIFY all dimensions by taking field measurements ; proper fit and attachment to adjoining Work as required. COORDINATION: Coordinate and schedule the Work of this Section with other Trades for coordination of size of reveals , locations of anchorage, etc. DELIVERY AND STORAGE: Carefully handle items during shipment. Store materials in dry and protected area. Replace any damaged or defective items at no cost to Owner. INSTALLATION: Install items complete with hardware under supervision of man- . ufacturer's representative. At completion, installation shall be left celan and smoothly operating. CLEAN-UP: Per SUPPLEMENTARY GENERAL CONDITIONS. ALUMINUM STOREFRONT SECTIONS: Shall be Kawneer 450 Series, bronze anodized complete with all doors and concealed closures. Aluminum and glass doors to be 190 Series, provide threasholds. STOREFRONT GLASS: Shall be polished plate or float double glazed, clear. Provide tempored glass Ts required by and as indicated on the Drawings. MIRRORS: Shall be 4" thick, copper backed, sizes as indicated on the Drawings. Mirrors shall be installed with concealed mountings. INSTALLATION: Shall be in accordance with manufacturers recommendations and standards. 8F-1 SECTION 8H FINISH HARDWARE I3 CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Provide all Finish Hardware as shown on Drawings and as specified herein unless specifically excluded and called for in other Sections. SHOP DRAWINGS: Per SUPPLEMENTARY GENERAL CONDITIONS, submit a complete schedule of all hardware indicating identical hardware group numbers as listed herein. GUARANTEE: Per GENERAL CONDITIONS, guarantee all Hardware Work for two (2) years. CODES: Comply with applicable Fire and Building Codes and Underwriters' - Laboratories, Inc. "Building Materials List". DELIVERY AND STORAGE: Deliver hardware with -each unit marked -or numbered per Hardware Schedule submitted.-- Identify each piece of hardware :vith name of manufacturer to facilitate checking and job identification. Store material in dry, protected areas. GENERAL REQUIREMENTS: While Hardware Schedule is intended to coverall Irak doors and other movable parts of the building and establish a type and standard of quality, examine plans and_specifications and _furnish proper hardware -for all openings whether .listed-Jar not. If there are_ any omissions in hardware groups call them to the attention of Architect prior to bid opening for instructions; otherwise list will be -considered complete. No extras will be allowed for omissions, changes or corrections necessary to facilitate proper -installation. TEMPLATE HARDWARE: Have any hardware applied to metal doors _or-jambs made . to template and secured by machine screws. Furnish reinforcing units for any metal doors where cylindrical locks are specified. Furnish any tem- . plates, lock reinforcing units, and template hardware to metal door and frame manufacturer for application at factory, unless otherwise requested. FASTENING: Furnish hardware with all necessary screws, bolts or other fastenings of suitable size and type to anchor hardware in position for heavy use and long life. Fastenings shall be furnished where -necessary with expansion shields, sex bolts, toggle bolts, anchors according to the material to which it is applied and as recommended by manufacturer, subject to approval of Architect. Furnish hardware fastened to concrete with ex- pansion shields of type approved by Architect. Screws going into wood: full threaded sheetmetal type. INSTALLATION: Fit hardware on doors before final installation. s orit finishing and painting and _ then remove and complete painting 8H-1 Group 1 1 12 Pr. Butts 179 USIOA 41/2 x 42 2. 1 Handleset 751 Tampico US5 3 1 Stop 61A5 4 1 0bser-O-Scope 335 US4 5 1 Threshold 350 HDV Group 2 6 1 Pr. Butts 741F8 31/2 x 31/2 7 1 Privacy Lock G300B US5 8 1 Stop 61A5 Group 3 Each door to have 9 1 Sliding Lock 1031 US5 Balance of Hardware with door Group 4 10 2 Sets Pivots 150 US4 Group 5 11 3 Pr. Butts BB170 US1OA 41/2 x 4k 12 2 Pull Plates 2357 US10B 13 2 Push Plate 8 x 16 USIOB 14 2 Closers PA54 x BL x TB 15 2 Kick Plates 8" x 2" LDW Brown Plastic 16 2 Holders 455 PA10B 17 1 Threshold 350 SLOV-Duronodic 8H-,2 Group 6 18 Each to have 18 11 Pr Buts 179 US10A 41/2 x 41/2 19 1 Lockset 6400B x 2 3/4 B.S. x ASA Str US5 20 1 Threshold 350 HDV - Duronodic 21 3 Silencers 4035 24 1 Closure PA53xBLxTB Group 7 22 1 Pr Butts 179 US2H 42 x 41 23 1 Lockset G400BDL x 2 3/4 B.S. x ASA Str US5 25 1 Threshold 350 SLOV • All Locksets to be keyed to existing systems. • • 8H-3 SECTION 9A LATH AND PLASTER CONDITIONS"OF`THE--CQNTRACT-ead-D1VI-SION -as-_indexed,-apply_to *h' Sec ion. _ SCOPE: Supply and install all Lath and Plaster Work as shown on Drawings and as specified herein. SAMPLES: Per SUPPLEMENTARY GENERAL CONDITIONS and if requested, make 2 samples, each 3 feet square, at locations directed by Architect, for each specified plaster finish. GUARANTEE: Per GENERAL CONDITIONS. COORDINATION: Work hereinunder requires coordination with trades whose work connects with, is affected, or concealed by lathing and plastering. Before proceeding, make certain all required-inspections have been made.- INSPECTION,_. Inspect surfaces ID -receive-lath and_plaster.before -starti-ng- Work and do not start -until surfaces are-acceptable. Starting-Work under this Section implies acceptance of surfaces. DELIVERY AND STORAGE: Deliver all manufactured materials in original packages bearing manufacturer's name and brand. Use only one brand of each material throughout job. Store materials in dry areas. GENERAL REQUIREMENTS: Comply _with all applicable requirements of the National Lathing and Plastering Contractors Assoc.--Standards except where more stringent requirements are called for herein or in Local -Building - Codes. Do all cutting and patching -required to accommodate Work of - other trades. INSTALLATIONS: A. General: Provide ventilation to properly dry plaster during and subse- quent to application. In glazed buildings accomplish by keeping windows open sufficiently to provide air circulation; in enclosed areas lacking normal ventilation, mechanically remove moisture laden air. B. Lathing: Apply lath with long dimension at right angles to supports; lap sides and ends as recommended by manufacturer. Stagger vertical laps. Make no vertical-joints at any corner; bend lath around all corners, internal and external. - Attach lath -to studs by fastenings at spacings required by Local Building Codes. All attachments: corrosion resistant. C. Accessories: Install all accessories to plumb, true and level lines, and backing plates as located by Trade furnishing items. 9A-1 • 1` • Install beads, corner laths, control joints, reglets, screeds and like items, using single lengths wherever possible. Provide corner beads at all exterior corners shown, mitering or coping as required,,and fastening at 6 inches on center, both sides. Provide casing beads wherever in- terior plaster angles are shown and wherever one or both abutting sur- faces are metal lathed, except corner laths are not required where metal lath is continuous around corner at junctions of walls, or where ceiling lath turns down a wall. Tie outer edges only to adjoining lath at 6 inches on center, or stub nail to any concrete. Install access panels supplied by other- trades. 1D. Plastering: Do not apply plaster below 55 degree F. temperature. Apply no plaster to frosty surfaces. Dampen any -surfaces on which suction must be reduced with fog-spray. Maintain all screeds plumb and true. Fill fissures or breaks in brown coat before application of finish coat. Make coats uniform in thickness with average thickness about 1/8 inch; minimum thickness anywhere; 1/16 inch. Apply finish coats to partially dry base coat, or to a thoroughly dry base coat that has been evenly wetted by brushing or spraying; avoid_use of excessive water. . Trowel all finish surfaces of plaster to perfectly true and-even surface without -scratches, ridges, voids, cracks,-etc. Except when hand mixing small-batches is approved, use approved mechani- cal mixers. Clean mixers, mixing boxes and tools after mixing each batch. Thoroughly mix with water until uniform in color and consistency. Retempering not permitted. Discard plaster which has begun to stiffen. (ill Mixed in strict accordance with manufacturer's printed directions. Except in the case of specifically formulated plasters which require only water added at -j ob site,--proportion-by volume as -specified. CLEANING AND PATCHING: Clean floors_of droppings immediately after each coat is applied. At any exterior locations, remove- droppings or splashes from -all concrete, masonry or other finish-surfaces. Patch after all other Work except painting-has been completed:- - Cut out- . damaged nr broken plaster to straight lines with -clean, sharp edges. Cut out cracks to width of at least 1-inch. Fill areas to be patched with vase materials then give a finish coat of same material as adjoining plaster. Patched areas shall match adjoining Work in finish and texture. Joinings shall be flush and smooth so joints between patch and existing plaster are imperceptible. CLEAN-UP: At completion of Work, remove excess plaster from beads, screeds, etc. , and leave Work clean and ready for painting. Promptly remove plaster, rubbish, surplus material, scaffolding and other equipment from job site. Leave areas broom clean. ' 0 9A-2 STUCCO MATERIALS: A. METAL LATH FOR EXTERIOR CONSTRUCTION: Shall be expanded galvanized diamon lath: Self Furring. B. Casing Beads: #66 Type expanded flanges, zinc plated. C. CONTROL JOINTS: 3/4" gound, expanded flanges, zinc plated. D. MISCELLANEOUS ITEMS: Furnish all miscellaneous components not specified herein but shown on Drawings and any other items required to complete the installation. G. WATER: Clean and free of deleterious matter. APPLICATION: Application shall be in accordance with manufacturer's recommended standards. ATTACHMENTS: Attachments may be made with nails , staples, K.L Cups or square head cap nails. All attachments must engage one or more wires in the Lath and encircle or attach to the face or flange of the support at not more than 6" o.c. on walls, nails and screws should be positioned below and engage the horizontal wire in the Lath. MIXING OF STUCCO MATERIAL: A. MIXING shall be done in mechanical mixers, which shall be kept clean at all Timer-when not in use. No hand mixing will be permitted B. MEASUREMENTS of quantities of each material for each batch shall be done in strict accordance with manufacturer's standard recommendations. C. BASE COAT BY VOLUME: 1 Part Portland Cement 3 1/2 Parts Sand w/ hydrated lime D. FINISH COAT: Shall be marblecrete, light cream color, Spanish lace and float finish to match existing buildings. E. Do not apply stucco over expansion joints and/or fillers. APPLICATION OF STUCCO A. MASONRY surface shall be prepared and cleaned by removing loose particles of dust, mortar, grease and other foreign materials and shall be wet down before stucco is applied. B. STUCCO shall not be applied to surfaces which contain FROST. C. STUCCO finish shall be applied over a damp but surface dry base. Stucco shall be kept damp for a period of not less than 36 hours after application. After all work is completed, all Stucco, where damaged, shall be repaired in a manner staisfactory to the Architect. Cracked, broken or spoiled areas 9A-3 4, shall be cut out and reworked. Under no circumstances shall abrasives be used to repair any work. LATH: 1. Installation: Apply to true surfaces, straight, without warps or buckles, long dimension of lath at right angles to supports; Secure lath to sup- ports at 6 inches intervals. Lap 1/2 inch at sides and 1 inch at ends; and laps must be staggered and supported. No sheet ends allowed less than one support distant from any angle or corner. Bend sheets for in- ternal corners, or use corner laths. Install strip lath over joints between dissimilar base materials where surfaces lie in the same plane and where base materials cannot be effectively bonded together. Fasten securely at 6 inches o.c. WALLBOARD MATERIALS: GYpsum Board: Conforming to ASTM C-36 1. Ceilings 1/2" x 4 feet wide, standard gypsum board. Use water resistant type where occurring in all bathroom tub enclosures. 2. Partitions 1/2" x 4 feet wide gypsum wallboard. Use water resistant type where occurring in all bathroom tub enclosures. WALLBOARD ACCESSORIES: Trim and Edging: 26 gauge, electro-galvanized steel , with knurled surfaces for bedding cement. Provide angle corner pieces with 1-1/4 inch legs at all external corners and channel type metal trim pieces as detailed at all gypsum board edges meeting dissimilar materials. Corner Guards : Wilkinson Chutes, Inc. , or approved equal , "Stick-on" type, 22 gauge U.S.S. Type 403 satin finish stainless steel , #WCG-1/8S, full height as shown on Drawings. Apply in strict accordance with manufacturer's written directions. Nails: For wood framing: Cement coated, of lengths as required. Screws: KW self tapping sheet metal screws, blue steel and of proper lengths for thickness of wall and ceiling construction. 410 9A-4 • SECTION 9C . DRYWALL CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Supply and install all Drywall Work as shown Drawings and as specii, fied herein. GUARANTEE: Per GENERAL CONDITIONS. SUPPLIER: Have all drywall supplied by one manufacturer. COORDINATION: All Work herein requires coordination with trades whose Work connects with, is affected or concealed by drywall. Before proceeding with drywall Work, make certain all required inspections have been made. INSPECTION: Inspect surfaces to receive ,drywall before starting Work and do not start until surfaces are acceptable. Starting Work under this Section -implies acceptance_of surfaces. . DELIVERY AND STORAGE: Store materials off ground and cover against weather- Remove any damaged -materials from the site. GENERAL REQUIREMENTS: Comply with all applicable requirements of "American Standard Specifications for the Application and Finishing of Gypsum Wall- board," by the American Standards Association except where more .stringent requirements are called for herein, in local Codes or by manufacturer of wallboard. Do all cutting and patching required to accommodate work of other trades. Maintain temperature of drywalled spaces in range of 55° to 90° F. until_- building is entirely closed and ventilate to eliminate excessive moisture. INSTALLATION: A. Apply boards with long dimension to framing members with all abutting ends and edges over supports. Neatly fit and stagger all end joints. Make joints occur on different studs at opposite sides _of-.partition. Cut and fit neatly around all outlets and switches. Space fasteners 8" on center along vertical edges, and 12" on center at midpoints, 3/8" from edge of board. Fasten boards to backings specified. B. Erection technique shall result in plumb and straight surfaces with no waves or buckles, free of unevenness at joints. C. Joints wider than 1/8 inch will be cause for rejection of board surface by Architect.' D. If framing members.are out of alignment, bowed or warped, correct to IIImake true surfaces--before application-of-=gypsum board. Use method of 9C-1 I ■ , a correction approved by Architect. Make finish walls or ceilings plumb r and level without ridges, bows, or warps. • TAPING AND FINISHING: A. Mix joint and finishing compounds per manufacturer's directions. B. Center tape over joint and embed in uniform layer of joint compound of sufficient width and depth to provide firm and complete bond. Apply . skim coat while embedding tape. C. Treat -angles with- reinforcing tape folded to conform to adjacent surfaces and straight true angles. . D. Allow compound to thoroughly dry for at least 24 hours. E. Over joint compound and tape apply coat of finishing compound. Spread evenly and feather out beyond edge of board. After first finishing coat is thoroughly dry (at least 24 hours) cover with second coat with edges • feathered out slightly beyond preceding coat. F. Give all dimples at fastener heads and-_all marred spots on surface .of board one-coat joint compound and two coats finishing compound, applied - as each coat is applied to joints. G. Install metal corner reinforcement at all external corners. Conceal / flanges of metal reinforcement with at least two coats compound. When completed compound shall extend approximately 8 inches to 10 inches on each side of metal nosing. H. After each application of joint or finishing compound has dried, lightly sand all joints. Leave all board and treated areas uniformly smooth and ready for painting. 1 CLEAN-UP: Per SUPPLEMENTARY GENERAL CONDITIONS. a1. . ► • ` . 9C-2• i i � I WALLBOARD MATERIALS : Gypsum Board: Conforming to ASTM C-36 1. Ceilings 1/2" x 4 feet wide , standard gypsum board . Use water resistant type where occurring in all bathroom tub enclosures . 2. Partitions 1/2" x 4 feet wide gypsum wallboard. Use water resistant type where occurring in all bathroom tub enclosures . WALLBOARD ACCESSORIES : Trim and Edging: 26 gauge , electro-galvanized steel, with knurled surfaces for bedding cement . Provide angle corner pieces with 1-1/4 inch legs at all external corners and channel type metal trim pieces as detailed at all gypsum board edges meeting dissimilar materials . Corner Guards : Wilkinson Chutes , Inc . , or approved equal , "Stick-on" type , 22 gauge U. S . S. Type 403 satin finish stainless steel , #WCG-1/8S, full height as shown on Drawings . Apply in strict accordance with manufacturer 's written directions . Nails : For wood framing: Cement coated , of lengths as required . Screws : KW self tapping sheet metal screws , blue steel and of proper lengths for thickness of wall and ceiling construction. L 9C-3 r METAL FRAMING: Metal Studs: 25 gauge electro-galvanized steel, widths as detailed with dissimilar flange widths to permit nesting. Provide punch outs at 24 inches o.c. and 12 inches from end of studs capable of passing pipe and conduit and interlocking a 11 inch reinforcing channel. Channels:nnels: 11 inch, weighing 5201/1000 l.f., 16 gauge painted. Furring Channels: Roll formed 25 gauge electro-galvanized cold steel, "hat shaped", approximately 2-5/8 inches wide at base, 7/8 inch deep with crown width of 11 inches and 1/2 inch wide flanges. Ceiling Runner Channels: 11 inch wide, cold rolled steel, weighing 475 pounds per 1000 lineal feet, rust inhibitive painted. Use same channel for partition reinforcing. Ceiling Runner Clips: As detailed on Drawings. Floor and Ceiling Runners: 25 gauge electro-galvanized steel, "U" shaped sections, of sizes required to accommodate metal studs as detailed. Extension Splicers: Where use is necessary, extension splicers shall be 1125 gauge, electro-galvanized steel, of the snap-in variety, manufactured specifically for the purpose by U.S. Gypsum. Tie Wire: 18 gauge soft annealed galvanized steel wire. i 3 4 F i 1 All/ 9C-4 2 i _ i i ! • SECTION 9D 1 4, TILE WORK t CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. i i SCOPE: Supply and install all Tile Work as shown on Drawings and as specs- ' fled herein. SAMPLES: Per SUPPLEMENTARY GENERAL CONDITIONS, submit two samples of each type of tile specified plus as many as required by Contractor. Mark with manufacturer's name and space-where tile is to be installed. ; 4 t GUARANTEE: Per GENERAL CONDITIONS. COORDINATION: Coordinate all with other Trades whose Work affects, connects with or is concealed by tile installations. Before proceeding, make certain all required inspections have been made. INSPECTION: Examine all subsurfaces to receive Work and report in -writing :. to General Contractor, with copy to Architect, any conditions detrimental. ' Failure to observe this injunction constitutes--m waiver. to any subsequent -- claims to the contrary and holds Tile Contractor responsible for any . • corrections Architect may require. Commencement of Work will be construed as acceptance of all subsurfaces. 3 liv DELIVERY AND STORAGE: Deliver all manufactured materials in original, f unbroken containers bearing name of manufacturer, brand and -grade seals. 3 Keep materials dry, clean and protected against deterioration in any form. - 1 . STANDARDS: Conform with all applicable requirements of -the American Standards Association Specifications-(A-108 Series).- and the "Tile Handbook"— of the Tile Council of America -= have tile bear the seal -of Tile Council of America, Inc. and be equal to or exceed Standard Grade. Have all tiles set t by expert journeyman tile setters. • INSTALLATION: A. Lay out all Work so that where possible no tiles less than half size occur. In any event install no half tiles above first course up from . the bottom or away from first vertical course at internal and external corners. Align all joints, vertically and horizontally. Cut and drill neatly without marring tile. Rub smooth any necessary cuts Faith a fine_ stone and set no cut edge against any fixture, cabinet, or other tile without a joint at least 1/16 inch wide. Cut, fit, adjust, asd establish tiles neatly and accurately to accommodate accessories, interruptions, chases, returns, mechanical and electrical outlets, and finish at their exact location (as determined by job-site conditions) . Maximum variation shall be 1/8 inch '} in 10 feet when a straightedge is laid on the surface in any direction. -- - - -Provide all required trim pieces as detailed for the various tiles specified. 9D-1 • B. Thoroughly wash out joints and saturate with clean water before grouting. ' Thoroughly grout into all joints to fill entire length and depth. Fill _ flush with face bf tiles making a neatly finished, smooth surface. Pre- vent staining of grouted joints. CLEANING AND PROTECTION: A. Wipe surfaces clean after grouting, remove all traces of mortar and grout. Do not use acid solution for cleaning glazed tile. B. Close spaces to traffic or other Work until tile is firmly set. Protect from damage until acceptance. Repair all damaged Work at no additional cost to Owner. CLEAN-UP: Per SUPPLEMENTARY GENERAL CONDITIONS. 1 • T , �• 9D-2 f WALL TILE: glazed Ceramic Tile : Romany Spartan , or as approved by Architect , 4-1/4 inch, cushion edge , buff body , color as selected. Each tile shall have spacing lugs on edges to assure uniform joint widths . Wall Tile Grout : 1. Grout : White , non-staining, waterproof commercial grout , as recommended by tile manufacturer. 2 . Installation : Install above meterial in accordance with ASA Standard Specifications A108 . 01 . Floor Tile : 1" x 1" glazed ceramic, non-slip, with white non- staining waterproof grout. . . • 9D-3 1 • SECTION 9L 1 (410_. PAINTING AND FINISHING CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Supply and apply all Painting and Finishing Work as specified herein and as noted on Drawings, except Work which may be specified elsewhere as being the particular responsibility of another Section. However, all surfaces left unfinished by the requirements of other Sections (Trades) • shall be painted or finished as part of the Work of this Section. SURFACES NOT TO BE PAINTED: A. Any drywall or plaster permanently concealed from view. B. Any factory finished paneling, equipment and other materials with a com- plete factory applied finish. C. Finish hardware except where.primed for paint finish. D. Non-ferrous metals unless specifically noted otherwise. E. Plumbing fixtures; toilet room accessories. F. Lighting fixtures except as noted on Drawings or specified. G. Any concealed rough hardware and -miscellaneous metal in unfinished-spaces. • H. Any acoustical surfaces, unless otherwise specified. I. Any glass, plastics, floor tiles and top_set bases. J. Any areas noted _as "Unfinished" on Finish_ Schedule or Drawings. APPROVAL OF MATERIALS AND PROCESSES: Before submitting samples, submit a complete -schedule -of-manufacrurnrsof products required throughout the Work, together with Specifications recommended by each manufacturer. General approval of such a schedule shall not constitute a waiver of the specifi- cations, and Architect may require specific guarantees from a manufacturer regarding his product. • SAMPLES: Per SUPPLEMENTARY GENERAL CONDITIONS, submit samples of all types ;t of Finishes specified herein. A. Before Work is begun, Architect will furnish Contractor a color schedule of colors selected either from manufacturer's stock colors or specially requested color mixes. B. Submit two 8-inch x 10-inch samples of each color on heavy cardboard. Submit sealer and stain finishes on material on which that particular finish is to be used. Rejected samples: resubmitted until approved. 9L-1 • GUARANTEE: Per GENERAL CONDITIONS. STANDARDS: Comply with all applicable requirements of Painting and Decorat- ing Contractors of America Manual (Type 1) unless otherwise specified herein. INSPECTION: Examine all subsurfaces to receive Work and report in writing to General Contractor, with a copy to Architect, any conditions detrimental to Work. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary and holds Painting Contractor responsible for any corrections Architect may require. Commencement of Work will be construed as acceptance of all subsurfaces. DELIVERY AND STORAGE: Deliver materials to site in Manufacturer's sealed containers, legends and labels intact. Store materials and equipment as approved; enforce good housekeeping practice. Do not remove empty con- tainers from site until completion or until directed to do so by Architect. SURFACE PREPARATION: A. Protect items not to be painted or remove prior to painting. If re- quired to be removed, reposition after :painting. B. Make any exposed miscellaneous metal -items, such as steel supports, anchors, bucks, hollow metal frames and .the like elea.n, free of rust, dust, grease and dirt. C. Clean any visible portions of throats of galvanized steel ductwork with solvent, wipe dry with clean rags and paint flat black. D. Wash any unprimed galvanized metal with a solution of "Galva-Cleaner"; allow to dry. E. Make any wood surfaces to be painted or stained clean, smooth, dry, -and - - fully sanded. Knots and pitch pockets -under- paint finish shall be sealed with shellac. Fill joints, cracks;-:-nail holes, disfigurations, etc. with putty after priming; then sand smooth. F. Seal any concrete, -masonry, plaster and_ similar_ surfaces to be painted and fill to smooth, even surfaces after neutralizing with a wash of 4 lbs. sulphate of zinc and 1 gal. water. Remove grease or oil with benzine. } G. Clean thoroughly any wallboard surfaces to be painted. Spackle any nail holes after primer has dried. Sand smooth all rough surfaces. WORKMANSHIP: 1 A. Do all Work under supervision of capable foreman, per reference standard above. B. Thoroughly cover with uniform color and finish; the number of coats specified being a minimum, provide any additional coats to produce Work I _ satisfactory to Architect. 0- 9L-2 • C. Where mil thicknesses are required, they shall be checked by the following methods : Over ferrous metal - Elecometer Film Gauge. All other surfaces - Tacke Dry Mil Inspection Gauge. D. Any firehose cabinets, air registers and grills, flanges around ceiling fixtures , exposed electrical panelboards, primed hardware, etc. , shall be painted to match adjacent surfaces. APPLICATION: A. During interior application, maintain minimum temperature of 65° F unless otherwise directed by Architect or manufacturer's printed in- structions. Hold temp. constant as possible. Provide adequate venti- lation at all times so ,the humidity cannot rise above the dew point of the coldest surface to be painted. Do no exterior painting below 50° F temp. B. Paint all exposed surfaces .of every member;--faint -anything inaccessible--- after -installation before installation, if required to be painted. C. Paint any piping, equipment, conduit, -vents, etc. , on roof as directed by Architect. Color code and stencil identify as specified in Division 15, MECHANICAL for piping in mechanical spaces. D. Paint no items fitted with finish hardware until hardware has been temporarily removed. E. Sand carefully between coats _all-finishes on smooth surfaces for good - adhesion of subsequent coats. F. Where coverage is incomplete or not uniform, provide an additional coat at no-extra expense to Owner. G. Each succeeding pigmented coat shall be distinguishably lighter than the previous coat. Tint all prime and undercoats to a color similar to finish coat. H. Apply putty, calk or spackle after surface is primed and primer is dry. I. Apply all coatings without reduction except as specifically required by label directions , or required by this specification. In such cases, reduction shall be the minimum permitted. COMPLETION AND CLEANING: On completion of Work, carefully clean all glass, hardware, etc. , and remove all misplaced paint and stain spots or spills and leave Work. in a condition acceptable to Architect. CLEAN-UP: Per SUPPLEMENTARY GENERAL CONDITIONS. 9L-3 UD#1-3-72 PAINTING SYSTEMS : It is the intent of this specification to establish procedure , quality, and 'number of coats ; the Architect will determine the exact finish desired . Do not start priming or painting without having notified the Architect . MATERIALS : Estimates shall be based on using materials as manu- factured by the following companies except as otherwise specified . Exterior Grade paint shall be used on exterior surfaces , interior grade paint shall be used on interior surfaces . 1 . Primers , Stains , Sealer and Filler Coats : Devoe & Reynolds Martin Senour Dupont Glidden Pittsburgh Plate Glass Pratt & Lambert Sherwin Williams Cabots SCHEDULE OF FINISHES GYPSUM BOARD SURFACES : 1 Coat Primer-Sealer 2 Coats Washable Interior Latex -- FERROUS METAL: 1 Coat Rustmaster Metal Primer (may be omitted if metal is factory primed) 2 Coats Spred Luster Semi-Gloss Enamel Aluminum: Remove Mill preservative with Mineral spirits or other acceptable solvent . 1 coat Zinc Chromate Primer 2 coats Semi-Gloss Enamel Wood Doors , Woodwork and Trim: 1 Coat Primer Sealer (Oil Base) 2 Coats Semi-Gloss Enamel or 2 Coats Stain 2 Coats of Satin Varnish Exposed Concrete and Concrete Block: 1 Coat Primer Sealer 2 Coats Washable Interior Latex , '. 111 9L-4 SECTION 9M LUMINOUS CEILINGS Materials : Luminous ceilings shall be equal to Donn Products Exposed Grid DX-24 Lonite Aluminum Capped. Lay-in panels shall be 1/8' Acrylic Translucent White Plastic. INSTALLATION: Grid shall be installed in accordance with manufacturers recom- cendations, equally spaced in both directions. 9M-1 SECTION 10A MISCELLANEOUS SPECIALTIES CONDITIONS OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Supply and install all Miscellaneous Specialty items as shown on Drawings and as specified herein. SHOP DRAWINGS: Per SUPPLEMENTARY GENERAL CONDITIONS, submit brochures and Shop Drawings of all items showing sizes of members, methods of construction and mounting techniques. SAMPLES: Where specifically stated herein under the particular item of Work, submit two (2) samples per SUPPLEMENTARY GENERAL CONDITIONS. GUARANTEE: Per GENERAL CONDITIONS. MEASUREMENTS: Verify all dimensions shown on Drawings by taking field measurements; proper fit and attachment of all parts is required. COORDINATION: Coordinate cooperate with all trades whose Work relates in any way to items specified herein so Work progresses smoothly and without delay. INSPECTION: Examine all subsurfaces to receive Work and report in writing to General Contractor, with a copy to Architect, any conditions detrimental to Work. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary and makes Contractor responsible for any corrections Architect may require. Commencement of Work will be construed as acceptance of all subsurfaces. DELIVERY AND STORAGE: Deliver and store all items in dry, protected areas. Keep free of corrosion or other damage. Replace any damaged items, or parts, at no cost to Owner. ANCHORAGE: Furnish and install all anchorage devices required to install the item and its appurtenances, complete. Provide anchorage in ample time when required to be built in by other trades. INSTALLATION: Install all items not called for to be installed by manufac- t turer or supplier. Install per details on Drawings, manufacturers' printed installation instructions and any additional requirements specified. All wall-mounted items shall be securely fastened to solid backing or blocking. CLEAN-UP: Per SUPPLEMENTARY GENERAL CONDITIONS. • { 10A-1 TOILET ACCESSORIES: Towel Bars: White Ceramic, sizes as indicated on the Drawings. Consult Archietect for locations. Toilet Paper Holders: Bobrick B-666 recessed paper holder. Tissue Box: Bobrick B-355 Recessed Soap Dish and Grab Bars: 2 per bath, white ceramic. Consult Architect for locations. Glass and Tooth Brush Holders: 1 per bath, White Ceramic. Consult architect for locations. Medicine Cabinets: Miami Carey or equal 14" x 18" + mirror faced recessed and surface mounted. See Drawings. Curtain Rods : Anodized square channel shaped with nylon carriers as manufactured by Raleigh. Large Medicine Cabinets : Ketchum 164RS 18" x 60" ,mirror faced. 410 1OA-2 Trash Chute: Shall be as manufactured by Cutler-Federal complete with doors, vent, discharge outlet and all other accessories and hardware, including sprinkler and flushing heads. Installation: Shall be in accordance with manufacturers recommendations and all applicable codes. Mail Boxes shall be Bommer Series 5700 and Series 5800. 40 total units. Closet Shelving: shall be Closet Maid, ventilated, vinyl coated, steel rod shelving. Installation shall be in accordance with manufacturers recommendations. Apartment Numbers: shall be 1" Brown Plastic, mastic applied, three numbers per apartment unit door. Disappearing Stair: Shall be wood type with plywood hatchway scuttle complete with all hardware. Submit Shop Drawing brochure for approval . 10A3 SECTION 12A CARPET AND SHEET VINYL Carpet and sheet vinyl finish flooring shall be furnished and installed by the General Contractor. The Contractor shall include in his price an allowance of $51 ,000.00 for materials and installation of all carpet and sheet vinyl. • 12A1 SECTION 12B APPLIANCES The following appliances shall be installed by the owner. 1. Refrigerator 2. Range Oven 3. Range Hood 4. washers and dryers The following appliances shall be for installation by the General Contractor 1. Disposal 2. Dishwasher The Contractor shall include in his price an allowance of $79,000.0C for appliances . 12B-1 1 : 46..-"I SECTION 14B HYDRAULIC ELEVATORS CONDITION OF THE CONTRACT and DIVISION 1, as indexed, apply to this Section. SCOPE: Supply and install all Hydraulic Elevator Equipment as shown on the Drawings and as specified herein. SHOP DRAWINGS: Submit per SUPPLEMENTARY GENERAL CONDITIONS, showing con- struction, layout and design, including location of cab, entrance construc- tion, equipment, loads, metal types and gauges, methods of installation and finishes, etc. SAMPLES: Per SUPPLEMENTARY GENERAL CONDITIONS, submit two (2) samples of all finish materials showing pattern, texture, colors and finish; plus as many samples as General Contractor requires. GUARANTEE: Submit to Owner a one-year factory guarantee for all parts of equipment and one-year service-labor guarantee for all equipment, as per GENERAL CONDITIONS. MEASUREMENTS: Verify all dimensions shown on Drawings by taking field measurements; proper fit and attachment of all parts is required. COORDINATION: Coordinate with all other trades whose Work relates to Elevator installation for placing all required blocking, subframing, back- ing, furring, etc. , to insure proper locations. INSPECTION: Inspect hoistway, shaft, pit, machine room, rough openings and all conditions prior to installation and notify General Contractor in writ- ing of any conditions which would prevent satisfactory installation. TESTS: Conduct tests listed below on all cars in presence of Architect prior to completion. A. Speed: Actual speed of elevator car shall be determined in both directions of travel and with full contract load and no load in car. Speed tests shall be made before full load running test and also after full load running test. Speed shall be determined by applying tachometer to car hoisting cables. Actual measured speed of elevator car with full load in the Up directions shall be within three percent of specified rated speed. Maximum difference in actual measured speeds obtained under the various conditions outlined shall not exceed seven percent of speci- fied rated speed. Speed of hydraulic elevator shall be tested using test devised by elevator contractor and approved by Architect. B. Full load run: Elevator shall be subject to a test run with full speci- fied rated load in car. During test run car shall stop at terminal floors in both directions of travel and full speed operation shall be demonstrated. 14B-1 1 4. C. Car leveling: Car leveling devices shall be tested for accuracy and landing at any floor Architect may request, with no load in car, with balanced load in car, and with full load in car, in both directions of travel. Car platform shall stop within 1/4 inch of floor level. DELIVERY AND STORAGE: Deliver and store materials in dry, protected areas. Keep free of corrosion, dust or other damage. Replace any damaged equipment or parts at no cost to Owner. CONTRACTOR QUALIFICATIONS: A. System manufacturer shall be one regularly engaged in the business of manufacturing, installing and servicing elevators of the type and character required by these Specifications, and shall be manufacturer of the entire machines, motors, motor-generator sets, controllers, con- troller relays (except overload) and all other parts of the operating equipment, including door operating mechanisms and signal systems, and of all mechanisms constituting the various electrical and mechanical safety systems. B. The various items of equipment comprising the system shall be of types which have been in satisfactory operation for a period of not less than two years. GENERAL REQUIREMENTS: A. Have all work in this Section conform to the regulations of the Dept. of Public Safety, all electrical codes, local codes and ordinances and the American Standard Safety Code for Elevators (A.S.E. Code) where appli- cable. B. Obtain and pay for all permits, inspection fees and certificates required for Work of this Section. C. All elevators (where 2 or more are indicated) shall be manufactured and installed by same manufacturer. All items furnished by manufacturer shall be erected, installed, adjusted, checked out, tested and placed in operation by competent personnel under supervision and in direct employ of manufacturer. D. Elevator contractor shall be completely responsible for entire elevator installation. E. Wiring: 1. All necessary wiring for proper operation of equipment beginning at power and light outlets furnished by others shall be supplied and installed by Contractor. 2. All wiring shall be per National Electric Code Standards. L 3. All ducts or conduits in elevator hatch or in floors shall be in- stalled in an orderly manner. 14B-2 4. Trail cables shall be of the best grade for the service and hung so proper size loop may be obtained. They shall have a fire resistant outer braid which will meet Underwriter's standard test. Steel supporting strands shall be used where rise exceeds 175 feet. 5. Entire wiring system shall be tested for insulation to ground. F. Painting: All exposed metal parts furnished under this Section, except as otherwise specified, shall be properly painted by Elevator Contractor. INSTALLATION: Install all Work plumb, true and as indicated on Drawings. Be responsible for all anchorage requirements and provide galvanized an- chors, plates, angles, channels, fastenings and any other supporting items or members necessary to complete the Work. Any surfaces structurally weakened or otherwise damaged by work of this Section shall be fully re- paired or replaced at no cost to Owner. MAINTENANCE: Maintain a regular service facility in the area in which the system is located and furnish regular maintenance service on the system for a period of twelve months. All Work shall include regular examinations by trained employees and all necessary adjustments, greasing, oiling and parts to keep equipment in operation, except parts made necessary by misuse, accidents, or negligence by parties other than Contractor. This Work shall be performed only by this Contractor and not sublet, transferred or assigned to another party. FUTURE MAINTENANCE: A. At time of bidding, furnish to Architect, for delivery to Owner, a full maintenance agreement, including costs, to be commenced on completion of the one year maintenance contract. This proposed maintenance contract may be accepted or rejected at Owner's discretion and shall include a full maintenance provision based on the following conditions: B. Service shall commence on completion of the one year's service included in the base bid and shall continue for five years and from year to year thereafter until terminated. Owner may, at his option, except for non-payment of bills or Acts of God, terminate this agreement either at the end of the first five years or at the end of any subsequent year thereafter, giving the other party ninety days written notice. The maintenance contract price shall be adjusted yearly in accordance with elevator contractor's standard price adjustment, provision for change in labor rate and U.S. Wholesale Commodity Index. CLEAN-UP: Per SUPPLEMENTARY GENERAL CONDITIONS. CE 14B-3 HYDROLIC ELEVATOR: Shall be as manufactured by Otis Elevator Company or equal LR 2512 Single Car, 2,500 Lbx. Capacity @ 125 feet per minute, complete with tank, control panel , standard cab, car finishes, lights, push buttons, emergency equipment and all other necessary items to totally facilitate the complete opera- tion of the system. Installation: shall be in strict accordance with manufacturers recommendations and all applicable codes and ordinances. Shop Drawings : Submit Shop Drawings for Architects approval . Alternate: Submit separate price for high cab. 14B-4 DVISION 15 - MECHANICAL J' Section 15 - General _ This Section 15 is applicable also to Division 16, Electrical. • 1. GENERAL The General Conditions and Supplementary General Conditions written for the entire set of specifications govern all branches of the work and are parts of and apply in full force and effect to the mechanical and electrical work, whether attached hereto or not , and the subcontractors are notified to refer thereto as they will be held responsible for all requirements therein. 2 . GENERAL PROVISIONS The following sections of the specifications and the accompanying drawings are separated into trades for the convenience for the general contractor in preparing his bid. This separation shall in no way relieve the general contractor of furnishing to the Owner a complete and total building as called for in the plans and speci- fications regardless of the actions or lack of actions of subcon- tractors . The general contractor shall correlate the work in re- gards to the items furnished by various subcontractors , the exact location of all equipment and materials , the necessity of planning -the work of all trades to avoid interference , and the furnishing of all materials and labor to interconnect the work of the various trades . 3 . SUPERVISION OF WORK 3 . 1 Each subcontractor shall wave a _competent _superintendent - in charge of the work at all times . This superintendent shall be qualified and have suitable experience in the type work to be installed under this contract . 3 . 2 Anyone not deemed capable by the Architect shall be re- placed immediately, upon request , by a superintendent who is satisfactory. After a satisfactory superintendent has been assigned, he shall not be withdrawn without the consent of the Architect. • 4. WORKMANSHIP All materials and equipment shall be installed in a neat and first class workmanlike manner. 4. 1 The Architect reserves the right to direct tie removal and replacement' of any items which, in his opinion ,- do not present an orderly and reasonable neat or workmanlike Cappearance , provided such orderly installation can be made • 15-1 • • • • using customary trade methods , The removal. and replacement • C shall be done when directed in writing by the Architect at the subcontractor ' s own expense and without additional expense to the Owner . 5 . CONNECTING TO WORK OF OTHERS 5 . 1 Before starting his work, and from time to time as his work progresses , the subcontractor shall examine the work and materials installed by others , insofar as they apply to his work and shall notify the Architect immediately, , in writing, if any conditions exist which will prevent satisfactory results in the installation of the system. 5 . 2 Should the subcontractor start his work without such noti- fication, it shall be construed as -an acceptance by him of all claims or questions as to the suitability of the work of other trades to receive his work. He shall remove. and replace at his own expense all work under this con- tract which may have to be removed on account of such de- - fects . 6 . DRAWINGS • , 6. 1 The Contractor will be held to have examined the plans for the work of his trade and all .related trades and have determined the extent of planning required in any in- stallation to avoid conflicts between trades . 6. 2 The drawings accompanying this section shall not be con- sidered as showing the exact location and arrangement to all material and equipment, or as showing all required features of the work. It shall be the duty -of the con- tractor to supplement any plans and details shown with knowledge and experience concerning good installation practice and with the approval of Architect/Engineer to make any modifications necessary to fit the specific equipmentrt<sed and to properly execute this- work. 6 . 3 All changes from the drawings necessary to make the work of the subcontractor conform with the buildings as con- structed and to fit the work of other trades or to the rules of the bodies having jurisdiction _shall_ be_-made_ 'by the Contractor at his own expense . ' 7 . DAMAGE TO OTHER WORK OR PERSONNEL 7 . 1 The subcontractor shall repair; replace or touch -up all finished surfaces which may be damaged as a result of his work or operation. ihr( 15-2 • 7 . 2 The subcontractor shall carry person and property Aik insurance as required by law and the "General Conditions and Supplementary General Conditions" section of these specifications . 8 . PROTECTION 8 . 1 Cover and protect the work from damage by the elements of job hazards in a satisfactory manner . Cover , protect and close up the ends or conduit , pipe and other such openings and keep free of water, sand and debris . • 9 . CUTTING AND PATCHING 9 . 1 Provisions for the installation for the work shall be . made in advance by setting sleeves , anchors , supports , etc . Cutting of construction shall be done only with the, permission of the Architect . Damage to the build- _ ing or adjacent work of other trades shall be repaired by skilled mechanics of the trade involved , at no addi- tional expense . 10 . EXCAVATION, TRENCHING AND BACKFILL 10 . 1 All excavation for installing the work shall be per- formed , and when the work has been tested and approved, all excavations shall be refilled. Provide all shoring and dewatering necessary to the construction and pro- tection of the piping installation. • 10 . 2 Trenches shall be excavated to the required depth , graded . to the slopes required and shaped to receive the pipe . • In soft soil , grade-stake shall be driven under sewer pipes to obtain desired grade . 10 . 3 After testing and inspection of the pipe , the excavation • shall be backfilled in 6" layers with suitable material . Carefully place first lhyer equally around the pipe . Compact to 95% of maximum density and leave smooth and clean . 11 . PROTECTION OF EQUIPMENT AND REMOVAL OF RUBBISH • 11 . 1 All equipment , materials and fixtures shall be tightly covered and protected against dirt , water , chemical or mechanical injury . All rubbish shall be periodically • removed from the premises and all work shall be thour- j oughly cleaned at completion of the installation . • 1i 12. ORDINANCES AND REGULATIONS 12 . 1 The work shall conform with all local and state ordinances or regulations governing the installation of such equip- ment and for National Codes listed below. Contradictions or errors in the plans/specifications or conflicts with rules or codes , shall be brought to the attention of the 15-3 . 'Architect at or prior to bidding. The contractor 4 'failing to do so (notify Architect) , shall make any required changes (to correct such contradictions- /errors that are brought out later) at no additional cost to the Owner. . NATIONAL ELECTRIC CODE - 1978 EDITION/NFPA NO. 70 SAFETY CODE FOR MECHANICAL REFRIGERATION STANDARDS OF NATIONAL FIRE PROTECTION ASSOCIATION SOUTHERN STANDAR') PLUmRING CODF . . FLORIDA STATE BOARD OF HEALTH- - OCCUPATIONAL STANDARDS AND HEALTH STANDARDS - US DEPARTMENT OF LABOR 12 . 2 All plumbing and other piping work shall be inspected by the Architect' s inspector and approved before the piping is concealed. 13 . PERMITS AND_FEES 13. 1 The subcontractor shall obtain all necessary permits and inspections required for his work and deliver to the Architect all certificates issued by authorities having jurisdiction. The contractor shall pay for all appli- . cable service charge , fees , permits , royalties , taxes and insurance, or other costs as required by work per- formed under this section. iklimv 14. EQUIPMENT SUBSTITUTION • 14. 1 For convenience of description and as a standard of comparision, certain equipment, materials , etc . have • been specified by one manufacturer' s name and number . The latestpublished data sheets of such items shall I become a part of these specifications . Equipment , materials , etc of other approved manufacturers may be used if written approval for the substitution is secured frcm the Architect prior to bid openings . 15 . EQUIPMENT APPROVAL - 15 . 1 All equipment. and materials furnished and installed by . this contractor shall be submitted for approval whether exactly as specified or not . The contractor shall furnish the Architect/Engineer with six (6) copies of all shop drawings , schedules and complete descriptive technical - data on all items . . 15 . 2 As soon as practical and within thirty (30) days after the • date of award of contract and before placing any equipment orders or installing any equipment or materials a" complete 15-4 • { i..-__ • • Ar- schedule, including complete qbe g mplete descriptive and technical literature , shall be submitted to the Architect/Engineer _: for approval . No consideration will •be given to partial lists submitted from time to time. 15 . 3 The work described in any shop drawing submittal shall carefully checked by this contractor for all clearances , field conditions , maintenance of architectural conditions and proper coordination with all trades on the job . Each submitted shop drawing shall include a certification by the Contractor that all related conditions on the job have been checked and that no conflicts exists . 15 .4 If the submittals differ from the requirements of the contract documents , the Contractor shall make specific mention of such difference in this letters of transmittal with a request for substitution, together with his reason for same, in order that, if acceptable, suitable action may be taken for proper adjustment . Otherwise, the Contractor will not be relieved of the responsibility for executing the work in accordance with the contract • . drawings . 15 . 5 The approval of any submitted data or shop drawings for materials , equipment , apparatus , devices , arrangements and/or layouts shall Snot relieve the Contractor from the responsibility of furnishing same of proper dimen- sions , capacities , sizes , quantities and installation details to efficiently perform the requirements and in- tent of the Contract . Such approval shall not relieve the Contractor from the responsibility for errors of any sort on the submittal data or shop drawings . 16 . STANDARD PRODUCTS 16 . 1 The equipment to be furnished under this specification shall be essentially the standard product of the manu- facturer. Where two or more units of the same class of • equipment are required, these units shall be products of a single manufacturer . 17 . PIPING, HANGERS AND INSERTS 17 . 1 Exposed piping or electric conduit inside of building shall be installed parallel to building lines , unless otherwise indicated or specified. Install piping con- duit at uniform grade and support on multiple hangers wherever practical . r- 15-5 17 . 2 Hangers for all piping shall be clevis or split ring type unless otherwise specified or indicated, with provisions for vertical adjustment , except that hangers supporting copper tubing shall be cleaned and wrapped with plastic insulating tape at the point of contact of the hanger. Hangers shall be supported from rods fastened to building construction. (Wire or perforated strap iron will not be permitted to pipe or conduit supports) . 17 . 3 Hangers for one inch and smaller piping shall be on no greater than six foot spacing. Hangers for 1-1 /4"thru 4" inclusive shall be on no greater than 10 foot spacing. Hangers for piping 5" and larger shall be no greater than 12 foot spacing. Pipe hangers shall be located within 2 feet of all changes in pipe direction. Electrical • conduit hangers shall be spaced as required by the - National Electric Code. 18 . DIELECTRIC UNIONS • 18 . 1 Where it is necessary to join piping and/or equipment of dissimilar materials , install an insulating nion equal • _ to EPCO Dielectric Pipe Union as manufactured by EPCO Sales , Inc. 314 Sacket Avenue, Clevelanc 9 Ohio . 19 . OPERATION AND MAINTENANCE INSTRUCTIONS 19 . 1 Three (3) sets of operating and maintenance instructions • covering completely the operation and maintenance of. heating, ventilation and air conditioning , automatic controls and refrigeration equipment , shall be furnished to the Owner. In addition, one (1) set of operating and maintenance instructions shall be neatly framed behind glass and hung where directed. Three sets of lubricating charts and manual for each item of equipment shall be furnished to the Owner. 20. MANUFACTURER' S DIRECTIONS 20. 1 All manufactured articles , materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned as directed by the manufacturer , unless herein specified to the contrary. 21. CLEANING AND ADJUSTMENTS 21. 1 Upon completion of work, the subcontractor shall clean oil and grease all fans , motors , and other running equipment and apparatus which he installs and make o proper L certain all such apparatus and mechanics are in p p working order and ready for test . 15-6 • •22. ACCEPTANCE 'ilk' s' 22 . 1 As a precedent to requesting a final inspection, the subcontractor shall complete all work required under his division of the specifications . 22 . 2 The air conditioning and heating system shall be bal- anced and tested. Testing and balancing shall be as specified under the air conditioning section of these specifications . • 22. 3 Furnish a compelte set of "as-built" red-marked prints of each subcontractor' s work. . 22 . 4 The air conditioning and heating subcontractor shall : 22. 4. 1 Furnish a letter from an authorized service representative of the compressor manufacturer that the complete refrigeration installation has been checked and found to be satisfactory including the operating and safety controls . 22 .4. 2 Furnish the required operating instructions , wiring diagrams , and electrical control dia- grams and mount one copy of each in the equip- ment rooms (or where directed) framed under glass . 22 . 5 Acceptance will be made by the Architect or his repre- sentative on the basis of tests and inspections of the job . A representative of the firm that performed the tests and balance work shall be in attendance to assist ,. and the subcontractor shall work the necessary mechanics - to operate the system, make any necessary adjustments and assist with the final inspection. 22 . 6 All water , electricity and other utilities shall be furnished by the Contractor. 23 . MARKINGS 23 . 1 All switches , controller , starters , panels , and other pieces of equipment shall be suitably identified with engraved plastic nameplates ; "Dymo" tape is not acceptable 24. GUARANTEE AND SERVICE 24. 1 In addtion to manufacturer ' s guarantee of each item of equipment the Contractor also guarantees equipment for one (1) year from final acceptance test , and shall make good any defects of material or workmanship occurring during this period without expense to the Owner. . L.,r._............- _._ ____ _ . 15-7 24. 2 The Contractor shall replace all defective lamps, ' 1r (incadescent and fluorescent ballast) that fail within thirty (30) days after date of final acceptance of the building. . 24. 3 The air conditioning and heating subcontractor is to furnish maintenance and service for one year from final acceptance of the contract for all portions of the air conditioning and heating system. Such service for the one year period is to inlcude the following: 24. 3 . 1 Necessary adjustments and/or replacement of all defective materials and equipment furnished. 24. 3 . 2 Replacement of any loss of refrigerant . 24. 3 . 3 Lubrication. 24. 3 . 4 Twelve (12) monthly inspections during the one year guarantee period shall be made and a report forwarded to the Owner indicating what was found during these inspections . 24. 4 Upon expiration of each of these limits noted herein, the maintenance including, labor and material cost shall be the Owner' s expense. • • • 15-8 • • Section 15A - Plumbing L 1. Scope of Work The work covered in this section of the specifications consists of furnishing all materials , labor, and equipment , and perform- ing all works for the complete installation of all plumbing and piping systems , as described herein, and as shown on the accom- panying drawings . 2 . General Requirements In the general the work specified in this section of the specifi- cations includes , waste, vent, drainage piping, hot and cold water piping including connection to utilities connections and all building fixtures. 3 . Pipe Sleeves and Thimbles- Not Used L 4. Materials 4. 1 All plumbing fixtures and material indicated on the plans shall be manufacturer' s standard, new and free from de- fects where no specific weights or grades are mentioned, materials shall be of the generally accepted standard of weight and grade. All materials shall comply with the latest requirements and specifications of the American Society for Testing Materials wherever the above Society has such specification standards . 4. 2 Not Used 4. 3 Not Used 15A-1 ... j• 4. 4 All lead pipe shall be of best quality drawn pipe of \r• not less weight per linear foot than shown below: Internal Diameter, Inches Weight per Foot Lbs / Ozs . 1k 2 8 1k 3 8 2 5 0 3 5 0 4 6 0 4. 5 Copper tube shall conform to ASTM No. B88-61 . Fittings shall conform to ASA Specification A40 3-1951 . Use hard grade type "K" Copper tube in every case under- ground. Use type "L" above ground floor slab . 5 . Joints and Connections 5 . 1 All joints and connections shall be made permanently air and water tight. 5 . 2 got Used rnmir 5 . 3 Joints in lead pipe or between lead pipe and brass or copper pipe , ferrules , soldering nipples , bushings , or traps shall be wiped joints with not less than 3/4 inch of lead exposed on each side of the joints and not less than 3/8 inch thick at center. Lead to cast iron joints shall be made by means of extra heavy brass caulking fer- rule or a brass nipple. 5 .4 All screwed joints shall be American Standard Screw joints with the pipe thouroughly reamed to remove all cutting and burrs . All threaded joints shall be made with a lubricant applied on the male threads only. Threads shall be full cut and not more than three threads on the pipe shall remain exposed. Attention is directed to the fact that a screwed joint depends on proper- thread cutting and engagement to insure tightness . The purpose of the corn- pound is for lubrication . 5 . 5 Slip joints will be permitted only in the trap seals oh the inlet side of the trap. Unions on the sewer side of the trap shall be ground faced, and shall not be per- mitted� in inaccessible locations . • 111 15A-2 5. 6 Any fittings or connection which has an enlargement, chamber, or recess with a ledge, shoulder or reduction .. of the pipe area in the direction of the flow on the outlet or drain side of any trap or fitting is prohib- ited. 5 . 7 Connection of wall hangers , pipe supports , and fixture settings with masonry or concrete backing shall be made with expansion or toggle bolts ; wooden plugs will not be permitted. Al]. expansion bolts shall be of the lead wedge type. 5 . 8 All vent pipes passing through the roof shall be flashed and counter flashed with four pounds sheet lead. Flash- ing shall extend not less than 8 inches on the roof from the pipe in all directions , and shall extend up the pipe to the underside of the hub and flashing sleeve . Counter flashing shall extend down over base flashing not less than 3 inches . Stock flashing sleeves will be permitted. 6 . Traps 6. 1 Each fixture shall be separately trapped, unless otherwise detailed or called for, with a ,water seal trap placed not further than allowed under the plumbing code from the fixture outlet. No fixture shall be double trapped. fkol. 7. Sanitary Drainage System and Piping 7. 1 Provide a system of soil and waste drains with vent risers as required and indicated on the drawings . 7 . 2 All soil , waste, and vent piping shall be Schedule 40 PVC 7 . 3 The installation of sanitary piping shall be carefully planned to meet the required elevations of pipe inverts or as indicated on the drawings . Piping shall be installed in such a manner as to prevent the forming of sags or pockets . Branch drains shall have minimum slope of 1/8 inch per foot. 7 . 4 Vertical lines shall be erected so they can be concealed in the finished space unless otherwise shown on the drawings . 7 . 5 Vertical lines shall be anchored securely to prevent • loading on branch lines or the dislocation of fixtures . Horizontal lines shall be supported to relieve stress from the joints . pipe supports shall be placed not over five feet apart . .15A-3 7 . 6 Cleanout bodies shall be -PVC of same weight and pattern as the pipe in which it is placed, and caulked 1`, or screwed into the pipe hub or fittings . • 7 . 7 Cleanouts shall be placed at the base of each stack, at each principal change of direction for horizontal soil or waste line, and shall be spaced not to exceed fifty feet. • 7 . 8 On stacks , the cleanouts may be placed where indicated on the drawings and the contractor may add to these for convenience of testing and erection. 8 . Vents and Vent Piping 8 . 1 Every fixture trap shall be protected against siphonage and back pressure and air circulation shall be assured. Non-siphon traps will be permitted where it is imprac- tical to provide a vent connection to a stack, but in no case shall such traps depend on moving parts for their seal. Provide trap primers where fixture is not suffi- .ciently used to prevent evaporation of trap seal . 8 . 2 No trap shall be placed further than allowed under the . Plumbing Code from its vent . The distance shall be measured along the center line of the soil or waste pipe; . except for water closets and similar fixtures , vent shall Illar not be below the dip of the trap. 8 . 3 All vent and branch vent pipes shall be free from drops or sags and shall be so graded and connected as to drip back to the soil or waste pipe by gravity. Where vent pipes connect to a horizontal soil or waste pipe, the vent branch shall be taken off above the center line of the pipe and the vent pipe shall rise vertically or at an angle of 45 degrees to a point six inches above the fixture it is venting before off-setting horizontally or connecting to a branch, main waste or soil. vent. 8 .4 Connections shall be made to all water supplied fixtures that are shown or specified . Make all measurements at the • building and cut the piping to fit without undue, forcing or bending. 8 . 5 Piping shall be planned to slope in the direction of the flow. 8 . 6 Where field cuts are made in the piping the cuts shall .be reamed in satisfactory manner. Inside of pipe shall be cleaned before installation. • • 15A-4 411 , ... _ _ [ . - , _ S 8 . 7 All hot and cold water lines above the floor slab shall be seamless "L" type copper tubing. Slow 8 . 8 Not used. 9 . Wall, Floor, and Ceiling Plates 9. 1 All pipes passing through floor, wall, and ceilings .shall be fitted with chromium plated escutcheon plates . Plates shall be one piece construction and provided with • set screws for holding in position and shall rest firmly on walls , floors and pipe sleeves . 10. Valves 10 . 1 Gate valves shall be used except where specifically noted otherwise. 10. 2 Valves shall be mounted in accessible locations and in workable position. 10. 3 Gate valves shall be double disc, all brass , with non- rising stem. All shall have screwed ends . • 11. Hangers and Supports . 11. 1 Approved pipe supports , anchors , and guides shall be in accordance with the applicable requirements . On insu- lated lines provide galvanized steel or aluminum protec- tion shields . Hangers shall be sized to pass pipe and insulation. • 11. 2 All pipe lines shall be supported on solid adjustable ' • swivel, malleable iron hanger rings ; in places where it can be shown that such is not the best practice, split rings will be allowed. Hanger rings shall be treaded to take standard hanger rods not smaller than the following: PIPE SIZE ROD SIZE (INCHES)„Immmommommommor Wrought Iron or Copper 2 inches and smaller 3/8 22 inches through 32 inches 1/2 SOIL PIPE 2 inches through 4 inches 3/8 • 11. 3 The swivel shank of hanger ring shall allow adjustment of the pipe line by turning the nut of the shank. The swivel shank shall automatically lock in position so that there will be no loosening due to vibration, etc . Coach screw 4:: 15A-5 • • rods shall be used to secure hangers to wood constructior \.- and for concrete construction inserts shall be used. Inserts shall be set in form before concrete is placed. 11. 4 Not used. 12 . Sterilization 12. 1 All water pipe of whatever size and material and wherever installed on the project shall be thoroughly sterilized prior to being placed in service. Sterilization shall follow the application provisions of the Florida State Sanitary Code. 13. Insulation 13. 1 Not water supply piping above ground floor slab shall be insulated with 3/4" Armstrong Armaflex insulation slipped on the pipe as it is installed and mitered to fit all fittings and made tight according to manufacturer' s recommendations using correct adhesive . All hot water lines below ground floor slab shall be insulated with foamglass . All cold water and horizontal storm water piping above ceiling shall be insulated with sectional preformed fiberglass with vapor barrier. Band with steel bands 18" o. c . 14. Plumbing Fixtures Are specified on drawings . Equal fixtures by Crane, Kohler or American Standard may be submitted. 15. Testing 15 . 1 All testing equipment shall be furnished by the contractor,{ who shall conduct all tests in the presence of the Architec Engineer. 15. 2 Tests shall be conducted at such places and with timing to permit the work to proceed with as little intterruption as possible. Tests shall be made before any of the work is covered or concealed . 15. 3 Water piping shall be tested to a hydrostatic pressure of 100 psi. 15. 4 After the installation of sanitary piping and before the pipe is concealed or the fixtures installed, the ends of the system shall be capped or plugged and all lines shall be filled with water to the top vents above the floor and 15A-6 • • • allowed to stand until a thorough inspection has been made. Should any leaks appear , they shall be remedied and the test repeated until the system it tight . When testing the system by sections , the minimum height of the water column shall be 10 feet . 15 . 5 No resin, gas fitter ' s cement , candle was , ?r any other substance shall be used for stopping leaks in cast iron soil , waste or vent lines . Caulking of screw joints to stop leaks will not be permitted. 16 . Guarantee 16 . 1 The contractor shall guarantee equipment herein specified for a period of one year from final acceptance tests and make good any defect of materil or workmanship occurring during this period without expense to the Owner . 17 . All Work 17 . 1 All work shall be done in accordance with the National Plumbing Code and all local codes and ordinances . • • 15A-7 IMF Section 15B - Heating , Ventilating & Air Conditioning 1. GENERAL CONDITIONS REFERENCE The General Conditions , Supplementary General Conditions , and other contract documents as set forth in the specifications are hereby incorporated into , and become a part of, this specifiction for the work under this title. 2 . SCOPE OF THE WORK The work to be done under this section of the specifications pro- vides for all labor, materials , and services required to complete the installation of the heating, ventilation, and air conditioning 'syste. The work shall include , if not shown on plans or in these specifications , fringe items , necessary to complete the installation including items excluded from the following examples : (a) final sheet metal transition; (b) insulation of curbs ; (c) roof mounted equipment supports and pitch pans ; (e) caulking or openings through floors and walls between ducts and/or pipings and sleeves ; (f) plaster frames or grounds for access panels , grilles and diffusers ; (g) pro- ject housekeeping operation, -etc . 3 . DESCRIPTION OF THE SYSTEM Air conditioning and heating is to be accomplished in all areas so indicated on plans . 4. MATERIALS In general , all materials shall be guaranteed new and free of de- fects and shall be equal to the quality specified. All materials shall be identified with the manufacturer' s name and product iden- tification stamped or rolled into each length or otherwise iden- tified. Samples of following materials shall be substituted for approval : Insulation, Spiral Ductwork & Fittings , Grilles , Dampers and Access Doors . . 4. 1 Insulation Insulation shall be applied by skilled workmen in the employ of a recognized insulation contractor. Installation shall be done using. the latest approved recommended methods by the insulation manufac- turer . Insulation products shall be equal to Johns-Manville , Owens-Corning , or Gustin Bacon. 4. 2 Ductwork • Concealed inside ductwork in unconditioned and unheated spaces and where otherwise shown on drawings - shall be fiberglass ductboard 15B-1 • • one (1) thickness, kraft aluminum scrim vapor barrier with NFPA-90A U/L listed flame retardant smoke composite rating on the exterior thickness . Joints shall be butted and sealed with duct tape. 4. 3 Rectangular Air Supply Ductwork: Shall be fabricated of fiberglass ductboard in accordance with 1967 ASHRAE Guide and data book. All ductwork shall be constructed in an air-tight manner . Seams shall be smoothly finished inside . 101111. 4. 4 Hangers : Shall be installed at each duct and _ , supported from the building construction in a substantial manner . Hangers for horizontal ducts 18" or less shall be 1" x 1/8" galvanized steel ; . 18" to 60 shall be 1-1/2" by 3/16" . 4. 5 Vertical Ducts : Not Used 4. 6 Hangers and Supports : Shall support and brace the duct in such a manner that the duct will be absolutely rigid, plumb and straight. 4. 7 Ductwork : Shall be free from vibration when in operation and all ductwork designated as having excessive vibration shall be provided with additional braces or support at no cost to the Owner. 15B-2 • 4. 8 This Contractor shall provide all required offsets and trans- formations for the intallation of his work, although not spe- cifically indicated on the plans . He shall offset 'ducts to increase the headroom under them, to improve the appearance of exposed ducts and to avoid interference with structural members or with the work of other contractors . 4. 9 All square elbows in ductwork shall have turning vanes as manufactured by Metalaire . Field constructed vanes will not. be acceptable . 4. 10 Access Doors : Not Used 4. 11 Ducts shall have clear inside dimensions shown on plans . 4. 12 Deflectors : -Shall be provided at all branches for supply ducts .. Where dampers are located in exposed ducts or accessible through access panel , furnish and install a locking quadrant for control of each ex- posed damper . 4. 13 Manual Balancing Damper : Shall be Opposed bladed volume type as indicated on the plans . 4 . 14 Flexible Duct Connections : Fans and unit connections to ducts shall have flexible connections , minimum of 4" long with 1" slack, with galvanized fastening strip . "Ventglas" as manufactured .by Vent Fabrics , Inc. , or approved equal . 4. 15 Grilles , Registers and Diffusers : All registers , grilles , and diffusers shall be as indicated on the plans . Furnish and install plaster framefor all grilles , registers and diffusers as required for plaster walls or ceiling or gypsum board walls or ceilings . 4. 16 Flexible Air Duct : Not Used I 15B-3 4. 17 All work under this section shall be covered by a written guarantee against defective material or workmanship for a period of one (1) year from date of acceptance. All such defects shall be corrected at no cost to the Owner . 5 . EQUIPMENT • All equipment shall be guaranteed new and free of defects for a period of one (1) year from the date of acceptance . Any such defects shall be corrected at no extra cost to the Owner. Com- pressor and refrigerant containing systems shall be covered by a five (5) year parts and labor warranty. 5 . 1 Not Used 5 . 2 Toilet Exhaust Fans shall be as scheduled on Drawings. 6 . TEMPERATURE CONTROLS 6 . 1 General : Temperature controls for Split-Type Package Heat Pump shall be provided by the manufacturer of that equipment and are specified on the equipment schedule on the drawings . 6 . 2 Sequence of Operation: System for the control of temperature shall start and stop • heat pump with sub-base "on-off" switches at respective thermostat control centers . • 7 TESTS . 7 . 1 Before substantial completion of the work, all supply and exhaust systems shall be balanced to give the required air quantities shown on the plans . All adjustments required 15B-4 { • to obtain capacities as shown on the drawings shall be made , 7. 2 After all adjustments have been completed, the final readings shall be submitted to the Architect, intriplicate and iden- tify the following : a. Air quantities at all grilles , registers and diffusers . b. Wet and dry bulb temperatures of air as follows : Entering indoor unit , leaving indoor unit , at furthest outlet, at outside air intake and at each room supplied, and at both outdoor units at fan discharge. c. Refrigerant suction and dischargepressures for each unit . d. Static air pressure at indoor unit , entering and leaving unit. e. Ammeter readings for each conductor of each motor and motor name plate data. f. Identify instruments used for measuring by Mfgr. Model • and Serial No. and the person or persons using the instruments . g. Identify readings for heating mode and cooling mode . • �. 15B-5 , SECTION 15 C FIRE EXTINGUISHERS (Ar. CONDITIONS OF THE CONTRACT AND DIVISION 1, AS INDEXED, APPLY TO THIS SECTION. SCOPE: Supply and install all fire extinguishers as shown on the drawings and as specified herein. GUARANTEE: Per general conditions . COORDINATION: Coordinate with all other trades whose work relates to the installation of fire extinguishers . INSPECTION: Inspect existing conditions prior to installation .and notify-General Contractor in writing, with , a copy to. Architect, of any condition _which=would _prevent=_satisfactory installations . Failure to so holds, Contractor responsible for any-corrections Architect may require . DELIVERY AND STORAGE : Deliver and store -materials in dry, protect- ed areas . Keep free of stain, corrosion or other damage. Replace any damaged material or -parts at no -cost. to- Owner-. INSTALLATION: Install all Work pluinb1 . true and as indicated on Drawings . Provide anchors_, _fastenings_and any other supporting items necessary_ to - support'_.Work. CLEAN-UP: Per SUPPLEMENTARY GENERAL CONDITIONS . • t • k .- • . 1 p . 15,1 . FIRE EXTINGUISHERS : shall be dry chemical type "A" , "B" , "C" 4-3/4 lb. minimum. Fire Extinguisher Cabinets : Shall be as manufactured by J. L. Industries Model 101-M. • 15C-2 SECTION 15D SOLAR HOT WATER HEATING SYSTEM The Contractor shall include in his price an allowance of Sixty-Eight Thousand Dollars $68,000.00 for materials, equipment and installation complete of the Solar Hot Water Heating System. The General Contractor shall be responsible for curing of the concrete slabs at the second and third sloor levels for piping required by the solar contractor. All cores shall be 2" in diametor, total of 66 cores. 15-D1 • • DIVISION 16 - ELECTRICAL • Section 16A - Electrical Work 1. GENERAL The General Conditions and Supplementary General Conditions written for the entire project, and the General Conditions written especially for electrical work and 'mechanical work (Section 15) are parts of and apply in full force and effect to the electrical work of this project . . 2. SCOPE 2 . 1 The work covered under this section consits of fur- -nishing all labor, materials , tools , equipment , trans- portation, scaffolding, services , supervision and , performing all operations required to properly complete all electrical work in accordance with this section of the specifications , and as indicated on the applicable • • drawings , subject to terms and conditions of the contract, • 2 . 2 Everything necessary for a complete and satisfactory installation, including any parts , devices , accessories , etc . required by the codes or that may be necessary to satisfactorily complete the installation of the above items in accordance with the drawings and these speci- fications , shall be furnished and installed by the Con- ` " .tractor. 2 . 3 Any piece of equipment, if shown on the architectural or mechanical plans requiring to or within shall be wired complete and labor and material furnished by this contrac- tor. 2 . 4 Temporary service and construction lighting shall be pro- vided as needed under this section in a satisfactory manner sufficient for the orderly procecution of the work. 3 . ELECTRICAL WORK OR OTHER TRADES All motors , starter , controls and control wiring shall be furnished under other section of these specifications . Power wiring to the last disconnect device or junction box including power wiring from starters to motor, and motor connections shall be under this section of the specifications . Control wiring conduit and pull wire shall be provided under this section. Wiring diagrams, testing 16A-1 and proper operation shall be the responsibility of the section furnishing the equipment . This section shall furnish required disconnects for all motors and duct heaters unless noted other- wise. Fractional horsepower motors and small heaters may have plug and in-line connector body for the disconnect device , where allowed by N. E. C. 4. GROUNDING A complete ground system for the entire job , all systems , equip- ment and devices shall be installed. The ground connection of the electric system neutral shall be made at the main service equipment of each building. A bare copper ground conductor sized in accordance with the National Electrical Code shall be extended in conduit from the main service equipment to the point of entrance of the water service . Connections to the water pipe shall be made by suitable ground clamp or lug connection. S . MARKINGS All switches , controllers , starters , panels. and other pieces of equipment shall be suitable and permanently marked to in- dicate their use and item they control or relate to. All mar- kings shall. be done with engraved metal or plastic name plates : "Dymo" . tape not acceptable. 6 . LOW VOLTAGE SYSTEMS 6 . 1 Telephone systems will be furnished by Owner. See plan layout and one-line diagram for interconnecting conduit. 6 . 2 A door bell system will be provided under this section. See plan layout and electric legend for interconnecting conduit. 6.3 Master TV Antenna System. 7 . MATERIALS 7 . 1 General specific reference has been made to one manu- facturer ' s name and model number for each particular item. The manufacturer' s currently published data of particular item is hereby made a part of these speci- - fications . 7 . 2 Materials , equipment , devices , etc . as manufactured and assembled by any other company may be substituted with prior approval under the conditions noted herein. 16A-2 11■ • 7 . 2 . 1 The company will have been marketing the pro 44b.- duct proposed for substitution for not less than five (5) years , have a nationwide advertising and distribution network, and have local (at least North Florida) representation. 7 . 2 . 2 The product shall have the same general appearance characteristics , dimensions , and perform the same function as the specfied item. 7 . 2 . 3 The product shall be as well constructed and finished, and the same class quality as the specified item. 8 . PANELBOARDS 8 . 1 Panelboard is to be mounted true and plumb at a conven- ient operating height. Operating handles shall not be over 6" from the 'floor. 8 . 2 Panelboard shall be factory-assembled, standard dead front type with the size and number of single or mul- tipole branches as indicated in the panel schedule on the drawings , and with main lugs as indicated. • 8 . 3 Circuit breakers shall have quick-make and quick-break action for both manual and automatic operation. The shall have thermal-magnetic trip elements and full am- bient temperature compensation. Multi-pole breakers shall be commontrip and all breakers shall be trip indicating. All circuit breakers shall be U.L. rated. All breakers shall have coordinated interrupting char- acteristics for the fault current available from the electric utility. 9 . SAFETY SWITCHES Safety switches shall be standard duty, type ND, fused, quick- make, quick-break horse power rated safety switches unless other- wise noted on the drawings . Safety switches installed out doors or otherwise subjected to weather shall be NEMA 3R. 10 . RACEWAYS 10. 1 Raceways shall be sized to accomodate the conductors in accordance with the table in the latest edition of the National Electric Code . 16A-3 r • 4 . 10. 2 All raceways shall be continuous from panel to outlet , .outlet to outlet, etc. and shall be se- ‘i. cured to all boxes to that an electrically con- tinuous system ground will be maintained. 10. 3 All raceways entering a cabinet , pull box, junction box, gutter, outlet box shall have a substantial insulated bushing or insulated connector . EMT connectors may be compression type. 10 . 4 Hot dipped, galvanized rigid steel conduit shall be used for all feeders , branch circuits concealed in floor slab , cast in concrete , exposed, or installed underground. Expansion fitting shall be used where conduit crosses building expansion joints. 10. 5 Electric metallic tubing may be installed where rigid conduit is not called for. EMT conduit connectors ' and couplings may be compression type . Flexible steel conduit or vibration isolators shall be 'used for all motor connection, recessed fixtures , and any equipment subject to vibration. Rigid PVC may be used where allowed by NEC and not restricted herein and provided with bare copper grounding conductor in accordance with the N.E . C. ® 10 . 6 Protect all conduit stubs during construction with a disc or caps to prevent the entrance of foreign matter. Cap all non-used underground conduits . 10. 7 "One-line diagrams" are diagrammatic only and do not necessarily indicate routing of conduit or exact or- der of device connections . 11. OUTLET BOXES AND FITTINGS 11 . 1 All boxes , fittings, clamps , hangers , etc . shall be galvanized steel o rust-resistant malleable iron alloy. 11. 2 All outlet boxes for concealed work shall be code gauge galvanized stamped steel . All boxes exposed to weather shall be cast iron with threaded openings . 11 . 3 Outlet boxes for insertion of receptacles and switches shall be 4 inches sqaure by 1-1/2" deep and provided with blank covers . Lighting fixture boxes shall be 4" octagonal , 1-1/2" deep . IC: 16A-4 • 4 • • •r 11.4 Empty outlet boxes used for junction or extention purposes shall be 4" square, 2-1/2" deep and pro- ,, vided with blank covers . 11 . 5 Outlet boxes shall be firmly anchored in place and where required, provided with fixture supports . Suitable expansion screws shall be used for securing boxes to solid masonry units . Install proper service cover so that face of box will line up with building finish. Where two or more devices are called for in the same general area a gang box and plate may be used. 12 . WIRE AND CABLE 12 . 1 All wire shall be sized as indicated on drawings and shall be in conduit. Branch circuit shall be minimum size No . 12TW or as noted. All wire shall be copper sizes #6 and larger shall have Type THW insulation. 12 . 2 Use solderless ,pressure-type insulated connectors on branch circuit wire splices . Splices on wire No. 6 and larger shall be made with split bolt, or tool compressed, insulated connectors . 13. LIGHTING EQUIPMENT 13. 1 Lighting fixtures shall be as shown on fixture sche- dule on the drawings . Fixtures shall be delivered to the job assembled and factory sealed. 13 . 2 All lamps shall be new, furnished and installed by this contractor, unless otherwise noted. Lamp watta- ges and type shall be as designated on the drawings . 13 . 3 All fluorescent fixtures to have 10' pure acrylic lens , CBM, ETL, HPF ballasts unless noted otherwise . All incandescent lamps to be 130 volt rated, have a minimum life rating of 2000 hours , or the type noted on drawings . 13 . 4 All hangers , supports , frames and brackets of all kinds for safety securing fixtures in place shall be furnished by this contractor . Metal inserts , metal hanger supports and/or carrying channels shall be provided for the support of all runs more than 48" in length. 13 . 5 Type ceiling construction must be field confirmed before ordering recessed fixtures . 16A-5 • • • ` 13 . 6 All lighting units when installed shall set true and be free of light leaks , warps , dents and other irregularities . 14. SWITCHES AND RECEPTACLES 14 . 1 All switches and receptacles shall be of the ma- nufacturer and types as shown on the legend. 14. 2 The location shown for the electrical outlets for equipment of the other trades are approximate . This contractor shall locate the outlets in accor- dance with the shop drawings of the particular item. 15 . SWITCH AND RECEPTACLE PLATES 15 . 1 All switch, receptacle , telephone and blank plates shall be ivory or brown plastic. 15 . 2 All boxes in which no devices are installed shall be equipped with blank plastic plates . 15 . 3 Wiring devices shall be rigidly installed, properly aligned and plumb with the finish. 16. SOUND SYSTEM Not Used 17 . TESTING The electrical system shall be tested as it is installed and after completion an operational test and check shall be accomplishe4 All feeder conductors shall be megged and tagged after installa- tion. Each service cable , feeder , main conductors , and branch circuits as directed shall be checked under full , connected load by ammeter. Readings shall be recorded and sent to the Architect . Ammeter readings indicating overload shall have corrections made , and meg checks that indicate trouble shall have new con- ductorss pulled in. All motors shall be checked for proper ro- tation and other equipment checked or tested as required. 18 . CLEAN-UP The job shall be left clean, neat and in proper working order. Touch up all equipment scarred or damaged, as required. 19 . GUARANTEE See paragraph 24 Section 15 for electrical guarantee . 16A-6