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Home My WebLink About630139.tiffSPECIFICATIONS FOR THE GENERAL WORK INCLUDING PLUMBING. HEATING AND VENTILATING AND ELECTRICAL FOR A BUILDING FOR 4 H AND HOME DEMONSTRATION CLUBS AT GREELEY, COLORADO FOR WELD COUNTY, COLORADO CLAUDE A. NASH, AIA, GREELEY AND DENVER. DATE: FEB. 1 1963 COMM. NO. 1115 SET. NO. 28 ARCHITECT COLORADO 4 9 0 1 Ski ADDENDUM #1 TO THE FLANS AND SP C IF ICAT IONS FOR A BUILDING FOR II -H AND HOME DEMONSTRATION CLUBS AT GREELEY, COLORADO FOR WELD COUNTY COLORADO FEBRUARY 18, 1963 THE FOLLOWING CHARGES THE SUBJECT PROJECT: ADDENDUM nI SHALL BE MADE IN THE CONTRACT DOCUMENTS FOR DRAWING #1 - ROOF PLAN --GUTTER EXPANSION JOINTS SHALL OCCUR AT MIDPOINT BETWEEN THE ROOF HEADERS SHOWN. _ DRAWING 45 - EAST ELEVATION KITCHEN MI( t0/5--DacTE G.J #G32 DOOR HOLDER AT SERVING DOOR AND ADD EYE BOLTS IN DOOR AND IN MASONRY (II PER DOOR NEAR SIDES), AND CHAINS 5'^O" LONG WITH _ SNAP -HOOK AT EACH END (2 PER DOOR) FOR MOLDING DOOR OPEN AT 35` ANGLE ALL BY GENERAL CONTRACTOR. COUNTER -TOP SPLASH SHALL BE MOUNTED ON 3/8" MARINE PLYWOOD AT MASONRY WALLS ONLY. DRAWING #5 - SOUTH ELEVATION KITCHEN MK 14 45,--3 COMPARTMENT SINK BY GENERAL CONTRACTOR SHALL INCLUDE `.rWO (2) R-4041 DOUBLE SWING SPOUT FAUCETS WITH AERATORS; R-7321 Ii" CONTINUOUS WASTE; R-7000 1f TRAP. ALL ABOVE F11:'TING SHALL BE BY MECHANICAL CONTRACTOR. DRAWING #6 - EAST ELEVATION WONENIS TOILET -3'-O„ DIMENSION NOR W. .. STALLS SHOULD READ 2'-U". SPECIFICATION C4-2 - Root DECK --NOTE THAT "TIM -PANEL" ROOF DECK IS PRESEALEO BY TIMBER STRUCTURES, !MC., AND THAT 14I -O" AND 241-0" LENGTHS ARE REQUIRED FOR EAST AND WEST OVERHANGS. NO OTHER FINISH 10 ROOF DECK IS REQUIRED AT THIS TIME. SPECIFICATION C5-1 - PIPE RAILINGS -^"AS DETAILED" SHOULD READ REQUIRED". HAS SPECIFICATION C6-1 - METAL DOORS AND ENTRANCE FRAMES --NOT£ METAL APPt.IED 70 EXTERIOR COUNTER DOORS DRAWING #5 24 GA. SHALL READ 26 GA. AND SHALL WRAP AROUND ALL FOUR EDGES TURN INTO A RABBET ON 7;iL INSIDE FACE AND BF FASTENED WITH SCREWS �t O.C. 1 1 15 ADDENDUM #1 - 2 ,SJECIFICATI9N C9-4 - SHOWER ENCLOSURES --SHOWER ENCLOSURE (2 REQUIRED) AND SHOWER ROD (il REQUIRED) SHALL READ PLURAL. 52SCIF1CATION CIO -4 - IjAROWARE--ALTERNATE ftI GROUP 10, 1 DOOR "E" SHALL BE 1 DOOR "G"j GROUP 11, DELETE 3 EA. DOOR HOLDERS G.J W -I US 10; GROUP II, I DOOR ^ SWING UP EXHIBIT 113 FROM i;ITCHEN 110 - I EA. DOOR HOLDER G.) W-I+,$5IO SHALL READ 2 EA. DOOR HOLDER GJ #0321 GROUP t1, 4 PR. DOORS "K" UNDER PLATFORM SHOULD READ 4 PR. DOORS "L" UNDER PLATFORM. SPECIFICATION 02-2 - Fy OOR DRAINS -DELETE "INCLUDE DRAINS FOR SHOWERS" (CHROME DRAINS ARE INCLUDED WITH SHOWIER ENCLOSURES). SPECIFICATION D2-1 - FIXTURE List--ADo URINALS UI - AMERICAN STANDARD WASNAL F -6200-I, 451 VB FLUSH VALVE. SEE NOTE FOR DRAWING 5 ABOVE FOR TRIM, ETC., FOR 3-CONPARTNENT SINK TO BE PROVIDED BY MECHANICAL CONTRACTOR, CLAUDE A. NASH, ARCHITECT APPROVALS: AMERICAN AIR FILTER CO., INC., DENVER I) KENNARD/NELSON UNIT BLOWER IN LIEU OF AMERICAN BLOWER CORP. UTILITY SET. BROOKES ENGINEERING Co., DENVER I) TOILET COMPARTMENTS AS MFG. BY GLOBAL STEEL PRODUCTS CORP. BUILDERS SERVICE BUREAU, INC., DENVER I) CORBIN FINISHHARDWARE. 2) TOILET PARTITIONS AS MFG. BT FIAT METAL MFG. CO. IN THEIR DURO FLUSH COLD ROILED STEEL DESIGN. W. RAY CRABS, INC., DENVER 1) NEW CASTLE PRODUCTS, INC. "MODERNFOLD BOO" FOLDING DOORS. MORTON SHEET METAL, GREELEY I) LENNOX SERIES Gi6R DOWNFLOW FURNACE. 2) LENNOX SERIES LF UNIT HEATERS. WEYERHAEUSER COMPANY, EYGLzw000 I) GLUED LAMINATED WOOD BEAMS. 2) 3" T&G DECKING. WESTERN MARKETING CO., JULESBURG I) GLUE LAN BEAMS ACCORDING To AITC STANDARDS. COLORADO BUILDERS SUPPLY, DENVER 1) FERRO -METAL TOILET PARTITIONS. II�5 ADDENDUM #2 ADDENDUM #2 TO THE PLANS AND SPECIFICATIONS FOR A BUILDING FOR 4-H AND HOME DEMONSTRATION CLUBS AT GREELEY, COLORADO FOR WELD COUNTY COLORADO FEBRUARY 22, 1963 THE FOLLOWING CHANGES SHALL SE MADE IN THE CONTRACT DOCUMENTS FOR THE SUBJECT PROJECT: I. BID DATE IS HEREBY EXTENDED TO MARCH 6, 1963, 2:00 P.M. MST, COUNTY COMMISSIONERS OFFICE, WELD COUNTY COURT HOUSE, GREELEY, COLORADO. _ 2. IN LIEU OF SINK SPECIFIED IN D2-4 OF THE SPECIFICATIONS, SERVICE SINK IN JANITOR 108 SHALL BE A P7705 -II 24"x2L" A.R. ENAMELED O1ST IRON SINK WITH RIM GUARD AND STRAINER; P-7798 _ ENAMELED INSIDE TRAP STANDARD 3t1; R-5005 DOUBLE FAUCET WITH HOSE END, PAIL HOOK, INTEGRAL STOP, 3. OMIT CHICAGO FAUCET FROM LAVATORY FOR MEN'S TOILET. ALL LAVATORIES L -I SHALL NAVE N-2160 SUPPLY AND DRAIN FITTINGS. 4. WATER PIPE NEAR MIDDLE OF RECENTLY RAZED BUILDING SHALL SE REMOVED TO A POINT 3* OUTSIDE THE NEW BUILDING AND SHALL BE CAPPED OFF, 5. UNDER ROUGH CARPENTRY C4-3 - Roof INSULATION SHALL SE APPLIED USING CELOTEX SPECGICATION FOR "NO VAPOR -PROOFING COURSE". NOTE THAT ONE PLY OF ROSIN SIZED SHEATHING PAPER IS REQUIRED. UNDER ROOFING C8-2 A 4 -PLY ROOF WITH ALL FLIES MOPPED MAY BE USED IN LIEU OF SPECIFIED PROVIDING THE REQUIRED STANDARD TWENTY (20) YEAR BOND IS DEPOSITED WITH THE OWNER. ALL ROOFING SHALL BE APPLIED IN ACCORDANCE WITH PRINTED SPECIFICATIONS OF THE MANU- FACTURER SUPPLYING THE MATERIALS FOR A TWENTY (20) YEAR BONDED ROOF. 6. As AN ALTERNATE METHOD IN LIEU CV 2" PANELS AS SPECIFIED, WOOD ROOF DECKING MAY BE 3" DOUBLE TONGUE AND GROOVED CEDAR OR HEMEOCIS IN RANDOM LENGTHS END MATCHED OR 2" SINGLE TONGUE AND GROOVED DOUGLAS FIR WITH ALL END JOINTS OCCURRING OVER BEAMS AND ! I I5 ADDENDUM l#2 - 2 WITH NO ADJACENT MENDERS HAVING t?D JOOHt'S ON THE SANE SUPPORT, NAILING FOR THE ABOVE ALTERNATE DECKING SYSTEM SHALL BE iN ACCORDANCC WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, Non ?HAT IF ONE OF THE ALTERNATE SrSTEMS ABOVE IS USED IN LIEU OF THE PANELS, THE UNDER'SIDC OF THE FIN75HED DECK MUST HAVE ON% COAT OIL SEALER. (THE PANELS AS SPECIFIED AR% PRE -SEALED AT THE FAB- RICATORS). T° CLARIFYING 3 -COMPARTMENT SINK IN KITCHEN, THE GENERAL CON- TRACTOR WILL FURNISH THE SINK AND MECHANICAL CONTRACTOR WILL FURNISH ALL FLUNSING AND FITTINGS AND iiltl. INSTALL THE SINK° CLAUDE A. NASH, ARCHITECT APPROVALS: CECOSTEEL PRODUCTS CORP, DENVER I) CECO HORIZONTALLY PIVOTED WINDOW INCLUDING MULL10N5° 2) CECO STEEL DOORS AND FRAMES° 1115 ADDENDUM #3 TO THE PLANS AND SPECIFICATIONS FOR A BUILDING FOR 4-H AND HOME DEMONSTRATION CLUBS AT GREELEY, COLORADO FOR WELD COUNTY COLORADO ADDENDUM #3 MARCH 4, 1963 THE FOLLOWING CHANGES SMALL BE MADE IN THE CONTRACT DOCUMENTS FOR THE SUBJECT PROJECTS 2. 3- 4. DRAWING No. 1 --SURFACE FINISH LEGEND ITEM "D" DELETE nw� --- JOINTS". DRAWING NO. 3 & NO. 6 --DELETE IN ITS ENTIRETY PASS TNRU WINDOW N0. I (CORRIDOR 100 TO OFFICE 101) AND FINISH WALL IN ACCORDANCE WITH ADJACENT SURFACES. SPECIFICATIONS HARDWARE SCHEDULE --ITEM 7 - FOR DOORS E CORRIDOR 100 TO HALL 109, CORRIDOR 100 TO OFFICE 101, ADD 2 EACH CLOSERS C REG AL. DRAWING NO. M -1 --FLOOR DUCT DETAIL "3" NIN. CONC." COVER AROUND DUCT SHALL READ "4" ION. CONC.�� BBD OPENING TIME IS 2:00 P.M. MST, WEDNESDAY, MARCH 6, 1963. (THE DAILY JOURNAL HAS ERRONEOUSLY LISTED THE TIME AS 2:30 P.N.) CLAUDE A. NASH, ARCHITECT APPROVALS: AMERICAN BUILDERS CONTRACT DIV., DENVER 1) WEIS "HIrSTILE" METAL TOILET PARTITIONS. 2) HUFCOR #1500 VINYL FOLDING DOORS. GREGG N. CLODS CO., DENVER I) TYi'E A LUMINOUS CEILINGS INC. EG248RSE. 2) TYPE B LUMINOUS CEILINGS INC. W 2X248RSE-TANDEM. COLORADO BUILDERS' SUPPLY Co., DENVER I) FERROMETAL SHR FLUSH TOILET PARTITIONS. DOWER I) AND CO., DENVER SARGENT & CO. °MAGHALOCK11 DC DESIGN HEAVY DUTY LOCKS, AND "SENTRYLOCK" DS DESIGN STANDARD DUTY LOCKS. 2) DESIGN 4U METAL TOILET PARTITIONS RV GENERAL WELDING AND FABRICATING Co., ERIE, PA. 1115 APPROVALS (CONTD.) ADDENDUM #3 - 2 MOUNTVIEM DISTRIBUTING CO., $sc., DENVER 1) ROBBINS RUDDER STAIR TREADS, VINYL TILE, SLABS FOR SKIRTS AND RISERS AND COVE BASE. POINDEXTER ELECTRIC C.O., DENVER 1) TYPE A KEYSTONE C -240-R. 2) TYPE B BENJAMIN CA -21216-8 (ACRYLIC). WESTERN BUILDERS HARDWARE, ��INC., DENVER i) EXIT DEVICES pML; EXIT DEVICES 1IDT; CLOSERS 0 REGULAR; LOCKSET 070 -PD PLY; LOCK#ST D51 -PD PLY; CLOSER C REGULAR; LATCRSET AIDS PI,Y x 2-3/4"BS; LOCKSET A51 -PD PLY x 2-3/16"BS; BUTTS - LAWRENCE. ;1i5 rNDEX U DBE , TO aPECAF ICAf OMS I I I I I I I I I I I I I , C:k qCN A - PART 1 - NOTICc TO i IOD'RS PAnT 2 - E?OCUe.L sTS AND REGULATIONS PART 3 - PRO'ORAL FORM PART 4 - ALrrRNAIES SU;i`h(..N B - PART o AGREEIAA.NT roam PART 2 GENERAL CONDITIONS 06 THE CONTRACT (A. 3.! DOCUMENT No. A201) PART SUPPLEMENTARY GENERAL CONDITIONS PART k — ONNER'$ PROTECT 4YE Q0N0 PART 5 - CONTRACTORS STATEMENT OF TAA PAYMENTS FART 6 - SAMPLE APPROVAL MEMORANDUM SECTION C - PART 1 - EXCAVATION, SS t TE PREPARATION AND GRADING PART 2 - CONCRETE PART 3 — MASONRY PART - RDI Gil CARPEPY'TR PART 5 - STRUCTURAL STEEL AND MISCELLANEOUS IRON WORN PART 6 - METAL ZtPEZIALTIES PART 7 - METAL W MDO & PART 8 - ROOFING, Sf E ;'T METAL AND WATERPROOFING PART 9 FINISH CARPENTRY PART CC - HARDWARE PART it — GLASS AND GLAZING PART 12 - FLOORING AND COUNTER TOPS PARI 13 — PAINTING AND Q:CORAnNG SECTION D - PART 1 - HEATING AND VENTILATING PART 2 - PLUMBING 1-3 I-3 6 -2 I-1 I-1 1-3 1-3 1-2 1-3 1-5 -5 *-2 1-3 9-5 1-3 1-- SECTION E - PART 1 -- ELECTRICAL 1•-3 9915 A1--1 SE TVON A - PART NOTICE TO BIDDERS SEALED PROPOSALS ADDRESSED TO THE CO<LNT7 COMMISSIONERS, WELD COUNTY, COLORADO, FOR THE CONSTRUCTION of A BUILDING VCR 4-N AND HOME DES+IONSTRATION CLUBS AT GREELE1r, COLORADO, IN ACC'.T:RDANc:T WITH DRAiIU GS AND SPECIFICATIONS AS PREPARED BY CLAUDE A, NASH, ARCHITECT, WILL BE RECEIVED FEBRUART 20, 1963, IN THE COUNTY COMMISSIONERS' OFFICE AT THE COUNTY COURT HOUSE BUILDING, GREELEY, COLORADO, uv :L 2:00 P,M, o'CLOCK, MST, AT WHICH TIME THEY WILL BE PUSLBCLE OPENED AHD READ ALOUD, ANT BID R£CEBVJED AFTER CLOSING TIME „SOVE .:OTLLD WILL BE RETURNED UNOPENED, PROPOSALS NOLL BE RECEIVED ON THE GENERAL WORK,, WNICH bl'LL INCLUDE THE PLUMBING, HEATING AND VENTILATING AND ELECTRICALWORK, A CASHIERS CHECK, CERTIFIED CHECK, OR ACCEPTABLE BIDDERS' BOND PAYABLE TO THE COUNTY OF WELD, COLORADO, IN THE AMOUNT OF NOT LESS THAR NYE PERCENT (5%) OF THE LARGEST POSSIBLE TOTAL FOR THE PRO- POSAL SUBMITTED, INCLUDING THE CONSIDERATION OF ADDITIVE ALTERNATES, MUST ACCOMPfx EACH PROPOSAL AS A GUARANTEE THAT, IF AWARDED THE CONTRACT, THE BIDDER WILL PROMPTLY ENTER INTO A CONTRACT AND EAECUTE SUCH BONDS AS REQUIRED, THE COUNT? OF WELD RESERVES THE RIGHT TO REJECT ANY OR ALL PROPOSALS AND TO WAIVE ANY OR ALL FORMALITIES, PLANS AND SPECIFICATIONS MAY BE EXAMINED IH THE OFFICES OF THE ARCHITECT AND NAT BE PROCURED AFTER FEBRUARY 6, 963, 1FROM CLAUDE A. NASH, ARCHITECT, 1002 9TH STREET, GREELBY, COLORADO AND 91369 SOUTH PEARL, DENVER, COLORADO, UPON A DEPOSIT OF $25,00 AS A GUARANTEE FOR THE SAFE RETURN OF THE PLANS AND SPECIFICATIONS WITHIN SEVEN (7) DAYS AFTER RECEIPT OF THE PROPOSALS, /5/ CLAUDE A. NASH, ARCHITECT FOR: COUNTY COMMISSIONERS WELD COUNTY, COLORADO A2.- I SECTION A - PART 2 ? MENTS AND REGULATIONS I'.. pR,_.WIarGGS'-DRAWINGS COVERING THE WORK OF TUE PRO.! ACT ARE; :. DRAWING INDEX, SITE PLAN, Ro01` PLAN, AND DETAILS. 2. FOUNDATION PLAN AND DETAILS,, ROOv AND FLOOR FRAMING PLANS AND DETAILS. FLOOR PLANS, SCHEDULES, AND DETAILS. BUILDING ELEVATIONS, WINDOW AND ENTRANCE ('RAMS ELIUTATIONS AND DETAILS. BUILDING SECTION, ROOM ELEVATIONS AND DETAILS. 6. BUILDING SECTIONS, ROOK ELEVATIONS AND DETAILS* I+i-I MECHANICAL FLOOR PLANS, DETAILS, AND SCHEDULES. F-1 ELECTRICAL FLOOR PLANS, DETAILS, AND SCHEDULES. 2. SPECIFICATIONS -THE SPECIFICATIONS COVERING THE ENTIRE WORK OF THN PROJECT ARE AS HEREIN LISTED. EACH CONTRACTOR IS HERESY R'EP RRtD TO ALL SECTIONS OF THE SPECIFICATIONS AS MAT INFLUENCE HIS WORK. SECTION A - BIDDING INFORMATION PART I - NOTICE TC BIDDERS PART 2 - DOCUMENTS AND REGULATIONS PART 3 - PROPOSAL FORM PART 14 - ALTERNATES SECTION B - CONTRACT INFORMATION PART I PART 2 PART 3 PART 4 PART 5 PART 6 - AGREEMENT FORM - GENERAL CONDITIONS OF THE CONTRACT - SUPPLEMENTARY GENERAL CONDITIONS - OWNERS° PROTECTIVE BOND - C.ONTRACTORaS STATEMENT OF TAX PAUYMENTS APPROVAL MEMORANDUM SECTION C — SPECIFICATIONS FOR THE GENERAL WORK PART PART 2 PART 3 P A R 1I 14 PART 5 PAR6 BART 7 PAR , S PART 9 '- EXCAVATION, SITE PREPARATION AND GRADING - CONCRETE - MASONRI - ROUGH CARPENTRY - STRUCTURAL STEEL AND MISCELLANEOUS IRONS WORK - METAL SPECIALTIES - METAL WINDOWS - ROOF/NG, SHEET METAL AND WATERPROOI"r INCG ,FINISF CARPENTRY A2-2 DOCUMENTS AND REGULATIONS PART 10 - HARDWARE PART le — GLASS AND GLAZING PART 12 - FLOORING AND COUNTER TOPS PART 13 - PAINTING AND DECORATING SECTION D - SPECIFICATIONS FOR MECHANICAL WORK PART HEATING AND VENTILATING FART 2 - PLUMBI11G SECTION E - SPECIFICATIONS FOR ELECTRICAL WORK FART I. - ELECTRICAL 3c EXAMINATION or CONDITIONS-BEn,RE SUBMITTING PROPOSALS FOR HIS WORK, EACH BIDDER WILL SE HELD TO NAVE THOROUGHLY EXAMINED THE DRAWINGS, SPECIFICATIONS AND CONTRACT DOCUMENTS AND TO HAVE EXAMINED THE SITE AND PREMISES TO FULLY INFORM HIMSELF AS TO ALL EXISTING CONDITIONS AND LIMITATIONS UNDER WHICH HE WILL BE OBLIGED TO WORK. 4. IBTERPRETATION or DOCUMENTS --SF ANT PERSON CONTEMPLATING SUBMITTING A BID FOR THE PROPOSED CONTRACT IS IN DOUBT AS TO THE MEANING OR INTENT OF ANT PART OF THE DRAWINGS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, HE MAY SUBMIT TO THE ARCHITECT A WRITTEN REQUEST FOR AN INTERPRETATION THEREOF, PRIOR TO SEYERTT- TWO (72) HOURS OF THE HOUR OF OPENIRG OF PROPOSALS. THE'PERSON SUBMIT'JIMG THE REQUEST WILL BE RESOONSIBLIE FOR BYE PROMPT DELIVERY. ANT INTERPRETATION or THE DOCVM,E.NT59 APPROVAL OF SUBSTITUTIONS ANO O1Ei'.R REQUESTS WILL OF FURNISHED IN THE FORM OF ADDENDA WHICH ,kNLL BE SENT TO ALL HOLDERS OP CONTRACT DOCUMENTS, THE ARCHITEC! AND OWNER WILL NOT BI_ RESPONSIBLE FOR ANY VERBAL OR OTHER INTFRPRETA OF THE DOCIDM;FNTS.OR FOR SAFE DELIVERY or ADDENDA OR APPROVALS TO SAID HOLDERS OF CONTRACT DOCUMENTS. ANY ADDENDA ISSUER DURING THE TINE Or BIDDING SHALL BE ACKNOWLEDGED IN THE PROPOSAL AND SHALL BECOME A FART Of IRE CONTRACT. 5. PROPOSAL --ALL PROPOSALS MUST BE. MADE ON THE FORMS UEREIN PROVIDED AND SUBMITTED IN A SEALED ENVELOPE. BID FORMS SHALL NOT BE DETACHED FROM THE BOUND BOOK, BUT SMALL SE SUBMITTED INTACT. (DUPLICATE FORMS ARE PROVIDED FOR THE BIDDERIS FILE.) ALL BLANK SPACES IN THE FORMS SHALL RFC Fct_LT ff'LLED,. NUMBERS SHALL SE STATED IN WORDS AND IN FIGURES WITH ALL SIGNATURES WRITTEN IN KONG HAND. THE PROPOSAL SMALL .CONTAIN NO RCCAFITULATION OF WORK TO RE DONE, IH1ERLIREATI'ON OR ALTERATION, ANY CYMISS90N OR ALTERATION TO, OR QUAL IF I. AT !IO?I OF TYrE a''RI G'OSAL OTHER TRAM TART ROVI DED OA THE iI15 �x A2-3 UMENTS AND REGULATIONS PROPOArl tiORt1 PAT ;BE CONSIDERED CAfrl' OR A RErtCT10H OF TH PROPOS-ML, No ORAL, TEt ZPHONIC OR TELEGRAPHIC MODIFICATIONS O4f PROFOSALS 'HILL BE COMSIDZRED0 'L‘ctt ObuicR RESERVES THE RIGHT 70 REJECT ANT AND ALL SIDS AND WADE, LL FORMALITIES HEREWITH 6, PROPOSAL GUARANTEE -EACH PROPOSAL MUST BE ACCOMPANIED BY A ° RiIPIED *9;1?CIt CASNIfERS CHECK OR BID BOND ACCEPTABLE TO OW ER Ft1 7%E AMONMT EQUAL TO AT LEAST 4'I'7C PERCENT (5%) 0 THE PROPOSAL, PAYABLE WITHOUT CONDITION TO THE OWNER AS A GUARANTEE i(NAT ?ails DIODE^, IF AWARDED Tx'E CONTRACT,, WILL PROMPTL7 EXECUTE SUCH P NT'RRclt IN ACCORDANCE WITH THE PROPOSAL AHD IN A MANNER AND FORM RER47 ED )Y TH1t CONTRACT DOCUMENTS° THE SID SECURITY OF THV THRiJ?S LOWEST 31DDERS WILL OE RETAINED UNTIL THE CONTRACT IS AWARDED OR DINER DISPOSITION IS MADE THEREBY. INE BIC SECURITY OC' AL- BIDDERS EXCEPT THE THREE LOWEST WILL BE RETURNED PROMPTLY AFTER THE AID OPENING* 7n WITHDRAWAL OF PROPOSALS --N0 BID MAY SE WITHDRAWN AFTER THE ANNOUNCED CLOSING TINE FOR RECEIPT OF BIDS FOR A PERIOD OF AT LEAST FIFTEEN (.5) DAYS° „5 SI.'cT WJN A ' Pi;Ifl PNOPDS/t:_ ,crN.,y P%1Ti U'.!G AN YENi lL.A.T UG 1,11) FOR A EL ILD [N YOR 4--H AND HOME D„N$,a5 E :Ai !'C't4 CLUBS FOR GwtE ;, ;I,.sca,v, 4 H'E f..OUNTT CONK I SS !ONERS, WELD COUNK 7, COLORA00 G4.fti5,EHICR: W AE',7:^Ii'! SU0S417 OUR PROPOSAL FOR THE ENTIRE WORK FOR 'I HIE CON- -' YRUCTION Of A BUILDING t'OR 4-H AND HONE DEMONSTRATION CLODS AT G'RE LKT, COLORADO, IN ACCORDANCE WJTlt PLANS AND SPECf.+ICAT+ONS 6F:7ED FEOcrART [, 1963 AS PRENAEO BT CLAU1IE A. %IASH, ARCHITAC7o o LUI4F SUN PRO7OSAt' KAYING CAR1fULLY EXAMINED THE C.OIUTRACN DOCt'UxttnS INCLUDING THE BID01NG SNFOaFIATI011, CONTRACT INFORKATIO? SPECtfcCATOMS AND PLANS FOR 7ttE ENSURE WORK AND ADOKNOA NUNRERS /— 2 — ..i , REC' I?T OF ;9HICK 3S NFRERIT ACKNOWLlE0Lk^t THE UNDERSiIGNED PROPOSES TO VURNISN ALL LAOOR AND MATERIALS CAcLEP VCR B7 THE SAIO OOCUWICt4TS FOR THE GENERAL WORK, INCLLOdNG THE t'i.O;is G, BEATING, AND EI.ECTRIC.AL WORX VCR THE STIPUI_AaCO SON O# /54212:21,;d��am Z�-W^7evi; ne %do .Qc/re*e',0 �isry cvF ,y flAc, DO L t, A FIW41 l/eta-� ) 0 G,e /ATKRaATE5--Ttiz UNDERSIGNED kt;UtS TO PERFORM OR M.a,ELlETE k; z; 1I, t(CCOP.DAtF.CE WITH SECTION A, PART 4t VOR `:VHC FOLLOH4tv'G SY4P4_4r_6:'I::f1 gPOUI5 S: AL Tit R IC N0, 6 ADPTHE SUN 9F 2c e,'rr- frig_ /ac�p o. �,/�� S /u/eurrc✓e Aid y�"' DOLE.ARS ($.4%?/ Not 0 / '7 TxE SUM OF ficienFTZ SPlFd 4erese4 #'477 :.)01 I A R S ($42.745 -:.-,- (AoD) THE l.�r•trr-Tk C Js,Lyno Not /a'et!Lif- i=nce= ,1.470_ .,... SEW Ov %Y /LvtDx�D�r�/ 72— ;OtARS (_$1(512 C !2. rrt5 A3-2 PROPOSAL FORM 3. ADoITIONAL WORK PROPOSAL --WHEN CHANGES IN THE WORK ARt. ORDERED INVOLVING EXTRA COST OVER AND ABOVE THE CONTRACT SUM AND WHEN SUCH WORK IS ORDERED TO PR9CEFD-ON THE BASIS OF A COST PLUS FEE, SUCH FEE SHALL BLf ,critAl PERCENT ( AC%) OP THE TOTAL. COST OF THE WORK, THIS FEE INCLUDES A REASONABLE OVERHEAD TO THE CONTRACTOR FOR SUCH WORK. 4. COMPLETION OF THE WORK --If THE UNDERSIGNED BE NOTIFIED IN WRITING or THE ACCEPTANCE OF THIS PROPOSAL WITHIN TWENTY (20) DAYS AFTER THE ABOVE DATE HE AGREES TO EXECUTE A CONTRACT FOR THE ABOVE WORK, FOR THE ABOVE STATED COMPENSATION, IN THE FORM OF THE CONTRACT SET OUT IN THE DOCUMENTS AND TO COMMENCE WORK WITHIN TEN (VO) DAYS THEREAFTER AND TO PURSUE THE WORK DILIGENTLY AND WITHOUT DELAY TO CONCLUSION. 5o BOND --THE UNDERSIGNED AGREES, IF AWARDED THE CONTRACT, TO FURNISH AND DELIVER TO THE ARCHITECT, WITHIN TEN (Ka DAYS AFTER THE SIGNING OF THE CONTRACT, A SATISFACTORY BOND IN THE FORM HEREIN PROVIDED, IN AN AMOUNT EQUAL TO ONE HUNDRED PERCENT (LOO%) OF THE CONTRACT SUNo THIS BOND SHALL BEIAID FOR BY THE CONTRACTOR, WORK SHALL HOT COMMENCE UNTIL THE DELIVERY OF SAID BOND. ho PROPOSAL. GUARANTEE --THE UNDERSIGNED FURTHER AGREES THAT THE CERTIFIED CHECK OR CASHIERS CHECK ,EATABLE TO THE COUNTY or WELD, COLORADO, ACCOMPANYING THE PROPOSAL, IS LEFT iN ESCROW WITH THE ARCHITECT: THAT ITS AMOUNT IS THE MEASURE OF LIQUIDATED DAMAGES WHUCH THE OWNER WILL SUSTAIN BY 1{HE FAILURE OS THE UNDERSIGNED TO EXECUTE AND DELIVER THE ABOVE NAMED CONTRACT ANO'BOND, AND -. THAT BF THE UNDERSIGNED DEFAULTS IN EXECUTING THE CONTRACT WITHIN TEN (to) DAIS TXEREAFTER, THEN TKE CHECK SHALL BECOME TXX PROP;ERTT OF THE OWNER, BUT IF THIS PROPOSAL IS NOT ACCEPTED WITHIN 'TWENTY (20) OATS OF THE TINE SET FOR SUBMISSION OF PROPOSALS, OR IF THE UNDERSIGNED EXECUTES AND DELIVERS SAID CONTRACT AND BOND, THE CHECK SHALL BE RETURNED YO HIN ON RECEIPT THEREOF, A BID BOND IN THE AMOUNT Of FIVE PERCENT (5%) Of THE BID, BV A CORDING COMPANY APPROVED BY THE ARCHITECT WILL BE ACCEPTED IN ^ LIEU OF THE CERTIFIED CHECK MENTIONED ABOVE. 7. TIME OF COMPLETION -THE UNDERSIGNED AGREES THAT, IF AWARDED THE CONTRACT, THE WORK SHALL BE COMPLETED BY Lam/ '6,/963 (D*T:;;; 8. SUBCOMTRILCTORS--IN CASE OF OBTAIBING THE AWARD, TKC UNDER- .. SIGHED WILL EMPLOY, SU1~JFCT TO THE AcICHITECT'S APPROVAL, SuBoGu- TRACTORS AS 9NDICATCD IN A LIST TO N PREPARED FIT THE UREERS9G`.�kD A3.3 I'IOFQSAL FORM AND SUBAITTEO IN A SEALED ENYtLCC UIISt 7f4S PROPOSAL° THE OWNER RESERVES THE R.GH`4 'I'0 tXAMINE THE LISTS .r THE YNRE5, (3). LO*'Ic>T BIDOKRS. ALL OTHER LISTS Wilt. BCE RPcTtRNL'O UNOPENED TO THE ORIGIN-' ATOP.. SAID ISTS SHALL INCLUDE Y41F' FOLLOWING SUS-CODITRACYORS• 2. 4. 5. b. 9. EXCAVATION HORK CONCRETE HORtt. 04Z4/c MASONRY WORK. £Ea<<6N 5aos ROOFING AND SHEET METAL WORX.et'rr' /hoar..: X loczE,t'^4" FLOORING AND COUNTER TORS.O.su.6E<'r`ec- C.." -a""" GLASS AND GLAZING. P,rrss'a4 Ps4re �L,tst PAINTING AND DECORATING° .04"t 1% e" KEATING AND VENTILATNG. .IeeELEY i ttermET4t- PLOMBING. /j4/Qcasod P<vr4.a4 +-ecctr's'4. Et,ECTRICAL•A-4"1# ,Fcccr�''- e'. iu,UR`: TO SUBMIT THE ABOVE MENTIONED LIST NAy ,EOR REJECTION RI Y4C OtlNER OF THOS 0ROr0 AL. BE CONSIDERED CRUSE 9. METHOD OF AWARD —'CONSIDERATION rcR «,BARD OF THE CONTRACT NIA% OE MADE ON THE BASIS OF COMPLETION TIME AND LOW PROOSAL. HObflVER., THE 0WN!ER RESERVES THE RIGHT TO REJECT AFT OR ALL RHOS AND TO WAIVE EORMALITIESo n. ExECUTION OF PROPOSAL FORM --ALL BLANK LINES CONTAINED HEREIN NUS7 BE FILLED IN KITH APPROPRIATE INFOR`•::ATION. kiiioRO?R 'E.t"Ce — 40N OF THIS !PORN NAV BE CONS/OERED CAUSE FOR REJECT -"ON 0t 'CGT Otj;iEVe RESPECTIOLL7 SUBMITTED: Agil, - J•'Z40 Ay (osysrevc-Tlc�/ £AFL 4r DT CORPORATION) Ei0 ?SOY DETA2W TU"IS PROPOSAL FROM FOUND S;OOK.. tLt OBIT AND SUB- MIT ENTIRE BOOK AS 'NOUR DID. A COPY OLD 7i44IS !f' 4Rt8 IS ENCLOSED FOR YOUR FILE RECORD.) CLOD IN LIEU 0 PIERS AT THE E I�5 A4- I SECTION A - PART 4 ALTERNATES I. THE OWNER INVITES PROPOSALS FOR ALTERNATE WORK AS OUTLINED BELOW. ALL SUCH WORK SHALL BE SUBJECT TO APPLICABLE PROVISIONS, DETAILS OR METHODS SHOWN FOR WORK IN THE BASE PROPOSAL* THE OWNER RESERVES THE RIGHT TO ACCEPT OR REJECT ANT OR ALL OF THE FOLLOWING ALTERNATES A DESCRIPTION OF THt ALTERNATES 45 INCLUDED IN THIS PART AS FOLLOWS: ALTERNATE No ALTERNATE N0. 2 ALTERNATE N0. 3 ALTERNATE No. 14 I - ADDITION OF PARTITIONS, FINISHING OF ROOMS, ETC., ON THE MEZZANINE FLOOR LEVEL. - SUBSTITUTION OF 8" LIGHTWATE BLOCK WALLS IN LIEU or 4" FACE BRICK AND 4° BLOCK BACKUP. - ADDITION OF VINYL SHEET FLOORING IN KITCHEN AND TOILETS. - OMISSION Of CERTAIN SHEET METAL, PAINTING AND CARPENTRY ITEMS. ALTERNATE NO. I --THE WORK CONTEMPLATED UNDER THIS ALTERNATE SHALL INCLUDE THE CONSTRUCTION AND FINISHING, ACCORDING TO STANDARDS PROVIDED IN THE BASE SPECIFICATIONS OF THE PARTITIONS, DOORS, DOOR OPENINGS, VINYL ASBESTOS FLOOR TILE AND BASE AND PAINTING AS SHOWN OR SCHEDULED FOR THE MEZZANINE PLAN. SEE ROOM FINISH SCHEDULE, DWG. 3 FOR FINISHES REQUIRED. NOTE THAT BASE BID DOES NOT INCLUDE ANY PAINTING OR FLOOR TILE EXCEPT FOR FINISHING OF WOOD BEAMS AND WINDOW FRAMES. TERNATE NO. 2 --THE WORK CONTEMPLATED UNDER THIS ALTERNATE IN THE SUBSTITUTION OF 8" LITEWAYE BLOCK FOR ALL EXT R WALLS E 4" FACE BRICK AND 4" BLOCK BACKUP (I DING THE FACE SUPPORTING THE ENTRY R00 ALL JOINTS SHALL BE STRUC INFORCEMENT INSTALLED IN ACCOR INTERIOR BLOCK. THIS ALTERNATE S THUS: 2 CO SHERWI W• ' 7EN DIRECTIONS. BLOCK SH BE CLEANED AND WALL RE - WITH BASE SPECIFICATION FOR L INCLUDE THE EXTERIOR FIN EXTERIOR MASONRY PAINT IILOXONII AS ILLLAMS, OR EQUAL, APPLIED IN ACCORDANCE NG Of THE BLOCK M ACTURED BY WITH MAACTURERIS .' ALTERNATE NO. ...1 --THE WORK CONTEMPLATED UNDER THIS ALTERNATE INCLUDES HE ADDITION OF ARMSTRONG VINYL CORLCN, TESSERA SERIES, .090 GAUGE, _ OR EQUAL, INCLUDING 4" COVED BASE WITH METAL TRIM IN THE FOLLOWING ROOMS: A4-2 ALTERNATES KITCHEN 110 TOILET 104' TOILET 1O5 COLORS SHALL SE AS SELECTED BY THE ARCHITECT. ADHESIVES AND IK- STALLAYION SHALL BE IN COMPLETE ACCORDANCE WITH ARMSTRONGu5 PRINTED DIRECTIONS FOR THE TYPE OF APPLICATION. AL RNATE NO. 4 --THIS ALTERNATE CONTEMPLATES THE OMISSION OF T FOLLOG ITEMS OF WORK: A. OMIT SH'::'T METAL GUTTERS, DOWNSPOUTS INCLUDING P HYING AND SPLASH BLO S. Do NOT OMIT FACIA AND GRAVEL OP AROUND ENTIRE PERIMETER OFF. B. OMIT FOUR (4) FOLDINe DOORS FORMING '.OMS 101, WO2 AND 103. Do NOT OMIT ALL HEAD AN' AFke. D ILING. OPENINGS SHALL BE LEFT IN A CONDITION TO AFOLDING DOORS AT A FUTURE DATE WITH NO ADDITIONAL MAT In S OB WORK REQUIRED. C. OMIT ALL BASE CABINET' INCLUDING PAD- HG, HARDWARE, AND COUNTER TOPS IN KIHEN 110. FINISH WAL.. SURFACES THUS EXPOSED IN SAM;. MINER AS WALLS ABOVE. D. OMIT PAIS OF ALL INTERIOR LIGCTWATE BLOCK WALL:, EXCEPT IN KIYCH°. OVO. Do NOT OMIT PAINING OF ITEMS AGAINST YHA. WALLS SU._ AS DOORS AND FRAMES, WOOD BASE AND SHOE, CEILING MO C., ETC. Do NOT OMIT ANY OTHER PAINTING OF SURFACES AS SPECIFIED AND SCHEDULED. it B ,1. SEA. r•`�N I- PART ! AGREEMENT FORM M r . B+:` R I„ t7 i NAG FOR 4-H AND hCML DE i FONS TRA, T 1 ON CLUBS FOR WELD COUNTY, COLORADO AGREEMENT GENERAL WORK- jNCLUD I NG PLUMB I NGt HEAA R N MG An! VENTILATING AND ELECTRICAL T i S AGREEMENT MADE THE SEVENTH OAT OF T.adB.C H IN THE TEAR NINETEEN HUNDRED AND SIXTY THREE BY AND BETWEEN MANION- t,_� MURPHY CONSTRUCTION CO. HEREINAFTER CALLED THE CONTRACTOR, AND WELD COUNTY, COLORADO, HEREINAFTER CALLED THE OWNER, WITNESSETH, THAT THE CONTRACTOR AND THE CWNER FOR THE CONSIDER- -, AT@ON HEREINAFTER NAMED AGREE AS FOLLOWS: ARTICLE I. SCOPE OF WORK --THE CONTRACTOR SHALL FURNISH ,ALL 0� THE MATERIAL AND PERFORM ALL OTHE WORK FOR THE ENTIRE PROJECT AS SI1AwN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS ENTITLED A BUILDING FOR 4-H AND HOME DEMONSTRBTIDN CLUBS FOR WELD COUNTY, COLORADO, DATED FEBRUARY I, 1963 PREPARED 8Y CLAUDE A. NASH, ARCHITECT, ALL IN ACCORDANCE WITH THE TERMS OF THE CONTRACT DOCU- M_ NTS. ADDENDUM(A) No. .2.3 AND ALTERNATE(S) NOM I. 3 AIU HEREBY INCLUDED UN THIS AGREEMENT. ARTICLE 2. TIME OF COMPLETION --ALL WORK SHALL BE COMPLETED B`7 JULY 6. 1963 (DATE, ARTICLE 3. CONTRACT SUM --THE OWNER SHALL PAY THE CONTRACTOR FOR THE PERFORMANCE OF THE CONTRACT SUBJECT TO THE ADDITIONS AND DE - D ACTIONS PROVIDED THEREIN, THE SUM OIF EIGHTY SEVEN THOUSAND THR,EJ HUNDRED FIFTY FIVE AND 98/LOO DOLLARS ($,55.98 ). ` ARTICLE 4. PROGRESS PAYMENTS --THE OWNER SHALL►4AKE PAYMENTS OH ACCOUNT OF THE CONTRACT UPON REQUISITION F3Y THE CONTRACTOR, AS I'OLLOws: NOT LATER THAN THE TENTH (LO) DAY OF EACH CALENDAR MONTH THE OWNER WILL MAKE PARTIAL PAYMENT TO THE CONTRACTOR ON THE BASIS OF A DULY CERTIFIED ESTIMATE APPROVED BY THE ARCHITECT OF THE WORK PERFORMED DURING THE PRECEDING CAL- ENDAR K TH BY THE CONTRACTOR, BUT THE OWNER WILL RETAIN 10% OF THE AMOUNT OF EACH SUCH ESTIMATE UNTIL FINAL CON- PLETCW AND ACCEPTANCE. 118 CASE CLAIMS ARE FILED AGAINST THE CONTRACTOR OR HIS SUBCONTRACTORS, THE AMOUNT OF CLAIMS WILL BE RETAINED BY THE OWNER UNTIL AFTER FINAL SETTLEMENT AGREEMENT FORM •-- (3 C?_aA;t$2 AVID 'I'E CONTRACTOR !igi HOLD THE OWNER DLAgEi.. ESS DY ASSt 11G ALL COSTS O0 : T IGAT IO fH I CH 41AT ARIE AS A RESUL7 OF SAID CLAMS OEING FILED. AUTIIrE.5._ ACCEPTANCE AND FINAL PATMEN1t-'—FINAL PAYMENT SXAU..L BE DUE THIRTY —SPX 1T0) DAYS AFTER COMPLETION OF TOE WORK, PROVIDED THE CONTRACT DE THEN FULLY PERWORMEO., £UBAECT TO fHE PROVISIOi5 OF ARTICLE 32 OF THE GENERAL CONDITIONS. T Ic E 6 CONTRAC1 DOCUMENTS --CONTRACT DOCUMENTS ARE AS NOTED :IN ARTICLE a OF THE GENERAL CONDITIONS. THE DRAWINGS AND SPECI— FICATIONS ARE ENUMERATED UNDER SECTION A " PART R or THE SPEC I F I CAT IONS. IN WII'c�ESS 'WHEREOF THE PARTIES HERETO HAVE EXECUTED THIS °AGRu ia— MENT, THE DAY AND YEAR FIRST ABOVE WRITTEN. WELD COf:'NTY, COLORADO BY (SEAL ) (SEAL) By MANION-MURPHY CONSTRUCTION CO. CONTRACTOR 1961 Edition 1. Definitions. 2. Execution, Correlation and Intent of Documents. —' 3. Detail Drawings and Instructions. 4. Copies Furnished., 5. Shop Drawings. 6. Drawings and Specifications on the Work. 7. Ownership of Drawings. 8. Samples. 9. Materials, Appliances, Employees. 10. Royalties and Patents. 11. Surveys, Permits, Laws, Taxes and Regulations. 12. Protection of Work and Property. 13. Access to Work. 14. Superintendence: Supervision. 15. Changes in the Work. 16. Claims for Extra Cost. 17. Deductions for Uncorrected Work. 18. Delays and Extension of Time. 19. Correction of Work Before Final Payment. 20. Correction of Work After Final Payment. 21. Owner's Right to do Work. 22. Owner's Right to Terminate Contract. GENERAL CONDITIONS. 1961 EDITION. Ten pages / Page 1 y THE AMERICAN` INSTITUTE OF ARCHITECTS THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTION OF BUILDINGS The Standard Form of General Conditions, 1961 Edition, has received the approval of THE ASSOCIATED GENERAL CON-RNATIONAL SPECIALTY CONTRACTING INDUSTRIA; THE ES, INC.; THEING TERERS' AND NA NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MAOUNCIL OF NUFACTURERS;CTHEICAL NA- TIONAL BUILDING GRANITE QUARRIES ASSOCIATION, INC.; THE NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION; THE PAINTING AND DECORATING CONTRACTORS OF AMERICA; AND THE PRODUCERS' COUNCIL, INC. Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, © 1961, by The American Institute of Architects, 1735 New York Avenue, N.W., Washington 6, D. C. Reproduction of the material herein or substantial quotation of its provisions without permission of The American Institute of Architects violates the copyright laws of the United States and will be subject to legal prosecution. INDEX TO THE ARTICLES 23. Contractor's Right to Stop Work or Terminate Contract. 24. Applications for Payments. 25. Certificates for Payments. 26. Payments Withheld. 27. Contractor's Liability Insurance. 28. Owner's Liability Insurance. 29. Fire Insurance with Extended Coverage. 30. Guaranty Bonds. 31. Damages. 32. Liens. 33. Assignment. 34. Mutual Responsibility of Contractors. 35. Separate Contracts. 36. Subcontracts. 37. Relations of Contractor and Subcontractor. 38. Architect's Status. 39. Architect's Decisions. 40. Arbitration. 41. Cash Allowances. 42. Uses of Premises. 43. Cutting, Patching. 44. Cleaning Up. uop!pa 1961 a IOZ-`d 'ON axawwnooa ARTICLE I DEFINITIONS a) The Contract Documents consist of the Agreement, the General Conditions of the Contract, the Supple- mentary General Conditions, the Drawings and Speci- fications, including all modifications thereof incorpo- rated in the documents before their execution. These form the Contract. b) The Owner, the Contractor and the Architect are those mentioned as such in the Agreement. They are treated throughout the Contract Documents as if each were of the singular number and masculine gender. c) The term Subcontractor, as employed herein, in- cludes only those having a direct contract with the Con- tractor and it includes one who furnishes material worked to a special design according to the plans or specifications of this work, but does not include one who merely furnishes material hot so worked. d) Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered mail to the last business address known to him who gives the notice. e) The term "work" of the Contractor or Subcontractor includes labor or materials or both. f) All time limits stated in the Contract Documents are of the essence of the Contract. g) The law of the place of building shall govern the construction of this Contract. ARTICLE 2 EXECUTION, CORRELATION AND INTENT OF DOCUMENTS The Contract Documents shall be signed in duplicate _ by the Owner and the Contractor. In case either the Owner or Contractor or both fail to sign the General Conditions, Drawings or Specifications, the Architect shall identify them. The Contract Documents are complementary, and what is called for by any one shall be as binding as if called for by all. The intention of the documents is to include all labor and materials, equipment and trans- - portation necessary for the proper execution of the work. Materials or work described in words which so applied have a well-known technical or trade meaning shall be held to refer to such recognized standards. It is not intended, that work not covered under any heading, section, branch, class or trade of the specifica- tions, shall be supplied unless it is shown on drawings or is reasonably inferable therefrom as being necessary to produce the intended results. ARTICLE 3 DETAIL DRAWINGS AND INSTRUCTIONS The Architect shall furnish with reasonable promptness, additional instructions by means of drawings or other - GENERAL CONDITIONS. 1961 EDITION. Ten pares / Page 2 wise, necessary for the proper execution of the work. All such drawings and instructions shall be consistent with the Contract Documents, true developments there- of, and reasonably inferable therefrom. The work shall be executed in conformity therewith and the Contractor shall do no work without proper drawings and instructions. Immediately after being awarded the contract the Contractor shall prepare an estimated Progress Schedule and submit same for Architect's approval. It shall indi- cate the dates for the starting and completion of the various stages of construction. ARTICLE 4 COPIES FURNISHED Unless otherwise provided in the Contract Documents the Contractor will be furnished, free of charge, all copies of drawings and specifications reasonably neces- sary for the execution of the work. ARTICLE 5 SHOP DRAWINGS The Contractor shall check and verify all field measure- ments and shall submit with such promptness as to cause no delay in his own work or in that of any other Contractor, three copies, checked and approved by him, of all shop or setting drawings and schedules re- quired for the work of the various trades. The Architect shall check and approve, with reasonable promptness, such schedules and drawings only for conformance with the design concept of the Project and compliance with the information given in the Contract Documents. The Contractor shall make any corrections required by the Architect, file with him two corrected copies and furnish such other copies as may be needed. The Architect's approval of such drawings or schedules shall not relieve the Contractor from responsibility for deviations from drawings or specifications, unless he has in writing called the Architect's attention to such deviations at the time of submission, and secured his written approval, nor shall it relieve him from responsibility for errors in shop drawings or schedules. ARTICLE 6 DRAWINGS AND SPECIFICATIONS ON THE WORK The Contractor shall keep one copy of all drawings and specifications on the work, in good order, available to the Architect and to his representative. ARTICLE 7 OWNERSHIP OF DRAWINGS All drawings, specifications and copies thereof furnished by the Architect are his property. They are not to be used on other work, and, with the exception of the signed Contract set, are to be returned to him on re- quest, at the completion of the work. ARTICLE 8 SAMPLES The Contractor shall furnish for approval, with reason- - able promptness, all samples as directed by the Architect. The Architect shall check and approve such samples, with reasonable promptness, only for conformance with the design concept of the Project and for compliance '— with the information given in the Contract Documents. The work shall be in accordance with approved samples. ARTICLE 9 MATERIALS, APPLIANCES, EMPLOYEES Unless otherwise stipulated, the Contractor shall pro- - vide and pay for all materials, labor, water, tools, equipment, light, power, transportation and other facili- ties necessary for the execution and completion of the work. Unless otherwise specified all materials shall be new and both workmanship and materials shall be of good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. The Contractor shall at all times enforce strict disci- pline and good order among his employees, and shall not employ on the work any unfit person or anyone not skilled in the work assigned to him. ARTICLE 10 ROYALTIES AND PATENTS The Contractor shall pay all royalties and license fees. He shall defend all suits or claims for infringement of any patent rights and shall save the Owner harmless from loss on account thereof, except that the Owner shall be responsible for all such loss when a particular process or the product of a particular manufacturer or manufacturers is specified, but if the Contractor has in- formation that the process or article specified is an infringement of a patent, he shall be responsible for such loss unless he promptly gives such information to the Architect or Owner. ARTICLE 11 SURVEYS, PERMITS, LAWS, TAXES AND REGULATIONS The Owner shall furnish all surveys unless otherwise specified. Permits and licenses necessary for the prosecution of the work shall be secured and paid for by the Contrac- tor. Easements for permanent structures or permanent changes in existing facilities shall be secured and paid for by the Owner, unless otherwise specified. The Contractor shall give all notices and comply with all laws, ordinances, rules and regulations bearing on the conduct of the work as drawn and specified. If the Contractor observes that the drawings and specifications are at variance therewith, he shall promptly notify the Architect in writing and any necessary changes shall be adjusted as provided in the Contract for changes in the GENERAL CONDITIONS. 1881 EDITION. Ten pages / Page 8 work. If the Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regu- lations, and without such notice to the Architect, he shall bear all costs arising therefrom. Wherever the'law of the place of building requires a sales, consumer, use, or other similar tax, the Contrac- tor shall pay such tax. ARTICLE 12 PROTECTION OF WORK AND PROPERTY The Contractor shall continuously maintain adequate protection of all his work from damage and shall pro- tect the Owner's property from injury or loss arising in connection with this Contract. He shall make good any such damage, injury or loss, except such as may be directly due to errors in the Contract Documents or caused by agents or employees of the Owner, or due to causes beyond the Contractor's control and not to his fault or negligence. He shall adequately protect ad- jacent property as provided by law and the Contract Documents. The Contractor shall take all necessary precautions for the safety of employees on the work, and shall com- ply with all applicable provisions of Federal, State, and Municipal safety laws and building codes to prevent ac- cidents or injury to persons on, about or adjacent to the premises where the work is being performed. He shall erect and properly maintain at all times, as required by the conditions and progress of the work, all necessary safeguards for the protection of workmen and the public and shall post danger signs warning against the hazards created by such features of construction as protruding nails, hoists, well holes, elevator hatchways, scaffolding, window openings, stairways and falling materials; and he shall designate a responsible member of his organiza- tion on the work, whose duty shall be the prevention of accidents. The name and position of any person so designated shall be reported to the Architect by the Contractor. In an emergency affecting the safety of life or of the work or of adjoining property, the Contractor, without special instruction or authorization from the Architect or Owner, is hereby permitted to act, at his discretion, to prevent such threatened loss or injury, and he shall so act, without appeal, if so 'authorized or instructed. Any compensation, claimed by the Contractor on ac- count of emergency work, shall be determined by agree- ment or Arbitration. ARTICLE 13 ACCESS TO WORK The Architect and his representatives shall at all times have access to the work wherever it is in preparation or progress and the Contractor shall provide proper facilities for such access and so that the Architect may perform his functions under the Contract Documents. If the specifications, the Architect's instructions, laws, ordinances or any public authority require any work to be specially tested or approved, the Contractor shall give the Architect timely notice of its readiness for observa- tion by the Architect or inspection by another authority, and if the inspection is by another authority than the Architect, of the date fixed for such inspection, re- quired certificates of inspection being secured by the Contractor. Observations by the Architect shall be promptly made, and where practicable at the source of supply. If any work should be covered up without ap- proval or consent of the Architect, it must, if required by thet Architect, be uncovered for examination at the Contractor's expense. Re-examination of questioned work may be ordered by the Architest and if so ordered the work must be uncovered by the Contractor. If such work be found in accordance with the Contract Documents the Owner shall pay the cost of re-examination and replacement. If such work be found not in accordance with the Con- tract Documents the Contractor shall pay such cost, un- less it be found that the defect in the work was caused by a Contractor employed as provided in Article 35, and in that event the Owner shall pay such cost. ARTICLE 14 SUPERINTENDENCE: SUPERVISION The Contractor shall keep on his work, during its grog- - ress, a competent superintendent and any necessary as- sistants, all satisfactory to the Architect. The superin- tendent shall not be changed except with the consent of the Architect, unless the superintendent proves to be unsatisfactory to the Contractor and ceases to be in his employ. The superintendent shall represent the Con- tractor in his absence and all directions given to him shall be as binding as if given to the Contractor. Im- portant directions shall be confirmed in writing to the Contractor. Other directions shall be so confirmed on written request in each case. The Architect shall not be responsible for the acts or omissions of the superin- tendent or his assistants. The Contractor shall give efficient supervision to the work, using his best skill and attention. He shall care- fully study and compare all drawings, specifications and other instructions and shall at once report to the Archi- tect any error, inconsistency or omission which he may discover, but he shall not be liable to the Owner for any damage resulting from any errors or deficiencies in the contract documents or other instructions by the architect. ARTICLE 15 CHANGES IN THE WORK The Owner, without invalidating the Contract, may order extra work or make changes by altering, adding to or deducting from the work, the Contract Sum being adjusted accordingly. All such work shall be executed under the conditions of the original contract except that any claim for extension of time caused thereby shall be adjusted at the time of ordering such change. In giving instructions, the Architect shall have au- thority to make minor changes in the work, not involv- ing extra cost, and not inconsistent with the purposes of the building, but otherwise, except in an emergency endangering life or property, no extra work or change shall be made unless in pursuance of a written order GENERAL CONDITIONS. 1961 EDITION. Ten pages / Page 4 from the Owner signed or countersigned by the Archi- tect, or a written order from the Architect stating that the Owner has authorized the extra work or change, and no claim for an addiion to the contract sum shall be valid unless so ordered. The value of any such extra work or change shall be determined in one or more of the following ways: a) By estimate and acceptance in a lump sum. b) By unit prices named in the contract or subsequently agreed upon. c) By cost and percentage or by cost and a fixed fee. If none of the above methods is agreed upon, the Contractor, provided he receives an order as above, shall proceed with the work. In such case and also under case (c), he shall keep and present in such form as the Architect may direct, a correct account of the cost, to- gether with vouchers. In any case, the Architect shall certify to the amount, including reasonable allowance for overhead and profit, due to the Contractor. Pending final determination of value, payments on account of changes shall be made on the Architect's certificate. Should conditions encountered below the surface of the ground be at variance with the conditions indicated by the drawings and specifications the contract sum shall be equitably adjusted upon claim by either party made within a reasonable time after the first observance of the conditions. ARTICLE 16 CLAIMS FOR EXTRA COST If the Contractor claims that any instructions by draw- ings or otherwise involve extra cost under this Contract, he shall give the Architect written notice thereof within a reasonable time after the receipt of such instructions, and in any event before proceeding to execute the work, except in emergency endangering life or property, and the procedure shall then be as provided for changes in the work. No such claim shall be valid unless so made. ARTICLE 17 DEDUCTIONS FOR UNCORRECTED WORK If the Architect and Owner deem it inexpedient to cor- rect work injured or done not in accordance with the Contract, an equitable deduction from the contract price shall be made therefor. ARTICLE 18 DELAYS AND EXTENSION OF TIME If the Contractor be delayed at any time in the progress of the work by any act or neglect of the Owner or the Architect, or of any employee of either, or by any separate Contractor employed by the Owner, or by changes ordered in the work, or by strikes, lockouts, fire, unusual delay in transportation, unavoidable casu- alties or any causes beyond the Contractor's control, or by delay authorized by the Architect pending arbitra- tion, or by any cause which the Architect shall decide _ to justify the delay, then the time of completion shall be extended for such reasonable time as the Architect may decide. No such extension shall be made for delay occurring more than seven days before claim therefor is made in writing to the Architect. In the case of a continuing cause of delay, only one claim is necessary. If no schedule or agreement stating the dates upon which drawings shall be furnished is made, then no claim for delay shall be allowed on account of failure to furnish drawings until two weeks after demand for such drawings and not then unless such claim be reasonable. This article does not exclude the recovery of dam- ages for delay by either party under other provisions in the Contract Documents. ARTICLE 19 CORRECTION OF WORK BEFORE FINAL PAYMENT The Contractor shall promptly remove from the prem- ises all work condemned by the Architect as failing to conform to the Contract, whether incorporated or _ not, and the Contractor shall promptly replace and re - execute his own work in accordance with the Contract and without expense to the Owner and shall bear the expense of making good all work of other contractors _ destroyed or damaged by such removal or replacement. If the Contractor does not remove such condemned work within a reasonable time, fixed by written notice, the Owner may remove it and may store the material _ at the expense of the Contractor. If the Contractor does not pay the expenses of such removal within ten days' time thereafter, the Owner may, upon ten days' written notice, sell such materials at auction or at pri- vate sale and shall account for the net proceeds thereof, after deducting all the costs and expenses that should have been borne by the Contractor. ARTICLE 20 CORRECTION OF WORK AFTER FINAL PAYMENT The Contractor shall remedy any defects due to faulty materials or workmanship and pay for any damage to other work resulting therefrom, which shall appear _ within a period of one year from the date of final pay- ment, or from the date of the Owner's substantial usage or occupancy of the Project, whichever is earlier, and in accordance with the terms of any special guarantees pro- _ vided in the Contract. The Owner shall give notice of observed defects with reasonable promptness. All ques- tions arising under this Article shall be decided by the Architect subject to arbitration, notwithstanding final payment. ARTICLE 21 THE OWNER'S RIGHT TO DO WORK If the Contractor should neglect to prosecute the work properly or fail to perform any provision of this con - GENERAL CONDITIONS. 1961 EDITION. Ten pages / Page 5 tract, the Owner, after three days' written notice to the Contractor may, without prejudice to any other remedy he may have, make good such deficiencies and may deduct the cost thereof from the payment then or thereafter due the Contractor, provided, however, that the Architect shall approve both such action and the amount charged to the Contractor. ARTICLE 22 OWNER'S RIGHT TO TERMINATE CONTRACT If the Contractor should be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver should be appointed on ac- count of his insolvency, or if he should persistently or repeatedly refuse or should fail, except in cases for which extension of time is provided, to supply enough properly skilled workmen or proper materials, or if he should fail to make prompt payment to subcontractors or for material or labor, or persistently disregard laws, ordinances or the instructions of the Architect, or other- wise be guilty of a substantial violation of any provision of the Contract, then the Owner, upon the certificate of the Architect that sufficient cause exists to justify such action, may, without prejudice to any other right or remedy and after giving the Contractor, and his surety if any, seven days' written notice, terminate the employ- ment of the Contractor and take possession of the premises and of all materials, tools and appliances thereon and finish the work by whatever method he may deem expedient. In such case the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the contract price shall exceed the expense of finishing the work including compensation for additional architectural, managerial and administrative services, such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the Owner. The expense incurred by the Owner as herein provided, and the damage incurred through the Contractor's default, shall be certified by the Architect. ARTICLE 23 THE CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT If the work should be stopped under an order of any court, or other public authority, for a period of thirty days, through no act or fault of the Contractor or of anyone employed by him, then the Contractor may, upon seven days' written notice to the Owner and the Architect, terminate this Contract and recover from the Owner payment for all work executed and any proven loss sustained upon any plant or materials and reason- able profit and damages. Should the Architect fail to issue any Certificate for Payment, through no fault of the Contractor, within seven days after the Contractor's formal request for payment or if the Owner shouldfail to pay to the Con- tractor within seven days of its maturity and presen- tation, any sum certified by the Architect or awarded by arbitrators, then the Contractor may, upon seven — day's written notice to the Owner and the Architect, stop the work or terminate this Contract as set out in the preceding paragraph. ARTICLE 24 APPLICATIONS FOR PAYMENTS ` At least ten days before each payment falls due, the Contractor shall submit to the Architect an itemized application for payment, supported to the extent re- quired by the Architect by receipts or other vouchers, — showing payments for materials and labor, payments to subcontractors and such other evidence of the Contrac- tor's right to payment as the Architect may direct. If payments are made on valuation of work done, — the Contractor shall, before the first application, submit to the Architect a schedule of values of the various parts of the work, including quantities, aggregating the total sum of the Contract, divided so as to facilitate payments to subcontractors in accordance with Article 37(e), made out in such form as the Architect and the Con- tractor may agree upon, and, if required, supported by such evidence as to its correctness as the Architect may -- direct. This schedule, when approved by the Architect, shall be used as a basis for Certificates for Payment, un- less it be found to be in error. In applying for payments, the Contractor shall submit a statement based upon this schedule. If payments are made on account of materials not incorporated in the work but delivered and suitably stored at the site, or at some other location agreed upon — in writing, such payments shall be conditioned upon submission by the Contractor of bills of sale or such other procedure as will establish the Owner's title to such material or otherwise adequately protect the Own- - er's interest including applicable insurance. ARTICLE 25 CERTIFICATES FOR PAYMENTS If the Contractor has made application for payment as above, the Architect shall, not later than the date when each payment falls due, issue a Certificate for Payment to the Contractor for such amount as he decides to be properly due, or state in writing his reasons for with- - holding a certificate. No certificate issued nor payment made to the Con- tractor, nor partial or entire use or occupancy of the work by the Owner, shall be an acceptance of any work or materials not in accordance with this contract. The making and acceptance of the final payment shall con- stitute a waiver of all claims by the Owner, other than those arising from, unsettled liens, from faulty work — appearing after final payment or from failure to comply with drawings and specifications and the terms of any special guarantees specified in the Contract and of all claims by the Contractor, except those previously made and still unsettled. Shquld the Owner fail to pay the sum named in any Certificate for Payment issued by the Architect or in any aw rd by arbitration, upon demand when due, the Con - GENERAL CONDITIONS. 1961 EDITION. Ten pages / Page 6 tractor shall receive, in addition to the sum named in the certificate, interest thereon at the legal rate in force at the place of building. ARTICLE 26 PAYMENTS WITHHELD The Architect may withhold or, on account of subse- quently discovered evidence, nullify the whole or a part of any certificate to such extent as may be necessary in his reasonable opinion to protect the Owner from loss on account of: a) Defective work not remedied. b) Claims filed or reasonable evidence indicating prob- able filing of claims. c) Failure of the Contractor to make payments prop- erly to subcontractors or for material or labor. d) A reasonable doubt that the contract can be com- pleted for the balance then unpaid. (e) Damage to another Contractor. When the above grounds are removed payment shall be made for amounts withheld because of them. ARTICLE 27 CONTRACTOR'S LIABILITY INSURANCE The Contractor shall maintain such insurance as will protect him from claims under workmen's compensation acts and other employee benefits acts; from claims for damages because of bodily injury, including death, to his employees and all others; and from claims for dam- ages to property —any or all of which may arise out of or result from the Contractor's operations under this Contract, whether such operations be by himself or by any subcontractor or anyone directly or indirectly em- ployed by either of them. This insurance shall be writ- ten for not less than any limits of liability specified as part of this Contract. Certificates of such insurance shall be filed with the Owner and Architect. ARTICLE 28 OWNER'S LIABILITY INSURANCE The Owner shall be responsible for and at his option may maintain such insurance as will protect him from his contingent liability to others for damages because of bodily injury, including death, which may arise from operations under this contract, and any other liability for damages which the Contractor is required to insure under any provision of this contract. ARTICLE 29 FIRE INSURANCE WITH EXTENDED COVERAGE Unless otherwise provided, the Owner shall effect and maintain fire insurance with extended coverage upon the entire structure on which the work of this contract is to be done to one hundred per cent of the insurable value thereof, including items of labor and materials connected therewith whether in or adjacent to the struc- ture insured, materials in place or to be used as part of the permanent construction including surplus materials, shanties, protective fences, bridges, temporary struc- - tures, miscellaneous materials and supplies incident to the work, and such scaffoldings, stagings, towers, forms, and equipment as are not owned or rented by the Con- tractor, the cost of which is included in the cost of the ._ work. EXCLUSIONS: This insurance does not cover any tools owned by mechanics, any tools, equipment, scaf- folding, staging, towers, and forms owned or rented by the Contractor, the capital value of which is not in- - eluded in the cost of the work, or any cook shanties, bunk houses or other structures erected for housing the workmen. The loss, if any, is to be made adjustable with and payable to the Owner as Trustee for the in- _- sureds and Contractors and subcontractors as their in- terests may appear, except in such cases as may require payment of all or a proportion of said insurance to be made to a mortgagee as his interests may appear. Certificates of such insurance shall be filed with the Contractor if he so requires. If the Owner fails to effect or maintain insurance as above and so notifies the Contractor, the Contractor may insure his own in- - terests and that of the subcontractors and charge the cost thereof to the Owner. If the Contractor is dam- aged by failure of he Owner to maintain such insurance or to so notify the Contractor, he may recover as stipu- lated in the Contract for recovery of damages. If other special insurance not herein provided for is required by the Contractor, the Owner shall effect such insurance at the Contractor's expense by appropriate riders to his fire insurance policy. The Owner, Contractor, and all subcontractors waive all rights, each against the others, for damages caused by fire or other perils covered by insurance provided for under the terms of this article, except such rights as they may have to the proceeds of insurance held by the Owner as Trustee. The Owner shall be responsible for and at his option may insure against loss of use of his existing property, due to fire or otherwise, however caused. If required in writing by any party in interest, the Owner as Trustee shall, upon the occurrence of loss, give bond for the proper performance of his duties. He shall deposit any money received from insurance in an account separate from all his other funds and he shall distribute it in ac- cordance with such agreement as the parties in interest may reach, or under an award of arbitrators appointed, one by the Owner, another by joint action of the other parties in interest, all other procedure being as provided elsewhere in the Contract for arbitration. If after loss no special agreement is made, replacement of injured work shall be ordered and executed as provided for changes in the work. The Trustee shall have power to adjust and settle any loss with the insurers unless one of the Contractors in- terested shall object in writing within three working days of the occurrence of loss, and thereupon arbitrators shall be chosen as above. The Trustee shall in that case make settlement with the insurers in accordance with the directions of such arbitrators, who shall also, if dis- tribution by arbitration is required, direct such dis- tribution. ARTICLE 30 GUARANTY BONDS The Owner shall have the right, prior to the signing of the Contract, to require the Contractor to furnish bond covering the faithful performance of the Contract and the payment of all obligations arising thereunder, in such form as the Owner may prescribe and with such sureties as he may approve. If such bond is required by instructions given previous to the submission of bids, the premium shall be paid by the Contractor; if sub- sequent thereto, it shall be paid by the Owner. ARTICLE 31 DAMAGES Should either party to this Contract suffer damages be- cause of any wrongful act or neglect of the other party or of anyone employed by him, claim shall be made in writing to the party liable within a reasonable time of the first observance of such damage and not later than the final payment, except as expressly stipulated other- wise in the case of faulty work or materials, and shall be adjusted by agreement or arbitration. ARTICLE 32 LIENS Neither the final payment nor any part of the retained percentage shall become due until the Contractor, if required, shall deliver to the Owner a complete release of all liens arising out of this Contract, orr receipts in full in lieu thereof and, if required id either case, an affidavit that so far as he has knowledge or information the re- leases and receipts include all the labor and material for which a lien could be filed; but the Contractor may, if any subcontractor refuses to furnish a release or receipt in full, furnish a bond satisfactory to the Owner, to indemnify him against any lien. If any lien remains unsatisfied after all payments are made, the Contractor shall refund to the Owner all moneys that the latter may be compelled to pay in discharging such a lien, including all costs and a reasonable attorney's fee. ARTICLE 33 ASSIGNMENT Neither party to the Contract shall assign the Contract or sublet it as a whole without the written consent of the other, nor shall the Contractor assign any moneys due or to become due to him hereunder, without the previous written consent of the Owner. ARTICLE 34 MUTUAL RESPONSIBILITY OF CONTRACTORS Should the Contractor cause damage to any separate contractor on the work the Contractor agrees, upon due notice, to settle with such contractor by 'agreement or arbitration, if he will so settle. If such separate con- GENERAL CONDITIONS. 1961 EDITION. Ten pages / Page 7 tractor sues the Owner on account of any damage al- leged to have been so sustained, the Owner shall notify the Contractor, who shall defend such proceedings at the Owner's expense and, if any judgment against the Owner arise therefrom, the Contractor shall pay or satisfy it and pay all costs incurred by the Owner. ARTICLE 35 SEPARATE CONTRACTS The Owner reserves the right to let other contracts in connection with this work under similar General Con- ditions. The Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their materials and the execution of their work, and shall properly connect and coordinate his work with theirs. If any part of the Contractor's work depends for proper execution or results upon the work of any other contractor, the Contractor shall inspect and promptly report to the Architect any defects in such work that render it unsuitable for such proper execution and re- sults. His failure so to inspect and report shall consti- - tute an acceptance of the other contractor's work as fit and proper for the reception of his work, except as to defects which may develop in the other contractor's work after the execution of his work. To insure the proper execution of his subsequent work the Contractor shall measure work already in place and shall at once report to the Architect any discrepancy between the executed work and the drawings. ARTICLE 36 SUBCONTRACTS As soon as practicable and before awarding any subcon- tracts, the Contractor shall notify the Architect in writ- ing of the names of the subcontractors proposed for the - principal parts of the work, and for such other parts as the Architect may direct, and shall not employ any to whom the Architect may have a reasonable objection. If before or after the execution of the Contract, the - Contractor has submitted a list of subcontractors which has been approved by the Architect, and the change of any subcontractor on such list is required by the Owner after such approval, the contract price shall be in- - creased or decreased by the difference in cost occasioned by such change. The Contractor shall not be required to employ any subcontractor against whom he has a reasonable - objection. The Architect shall, on request, furnish to any sub- contractor, wherever practicable, evidence of the amounts certified on his account. The Contractor agrees that he is as fully responsible to the Owner for the acts and omissions of his subcon- tractors and of persons either directly or indirectly em- ployed by them, as he is for the acts and omissions of - persons directly employed by him. Nothing contained in the Contract Documents shall create any contractual relation between any subcon- tractor and the Owner. GENERAL CONDITIONS. 1961 EDITION. Ten pages / Page 8 ARTICLE 37 RELATIONS OF CONTRACTOR AND SUBCONTRACTOR The Contractor agrees to bind every Subcontractor and every Subcontractor agrees to be bound by the terms of the Agreement, the General Conditions of the Con- tract, the Supplementary General Conditions, the Draw- ings and Specifications as far as applicable to his work, including the following provisions of this article, unless specifically noted to the contrary in a subcontract ap- proved, in writing as adequate by the Owner or Architect. The Subcontractor agrees — a) To be bound to the Contractor by the terms of the Agreement, General Conditions of the Contract, the Supplementary General Conditions, the Drawings and Specifications, and to assume toward him all the obliga- tions and responsibilities that he, by those documents, assumes toward the Owner. b) To submit to the Contractor applications for pay- ment in such reasonable time as to enable the Con- tractor to apply for payment under Article 24 of the General Conditions. c) To make all claims for extras, for extensions of time and for damages for delays or otherwise, to the Con- tractor in the manner provided in the General Con- ditions of the Contract and the Supplementary General Conditions for like claims by the Contractor upon the Owner, except that the time for making claims for extra cost is one week. The Contractor agrees — d) To be bound to the Subcontractor by all the obliga- tions that the Owner assumes to the Contractor under the Agreement, General Conditions of the Contract, the Supplementary General Conditions, the Drawings and Specifications, and by all the provisions thereof afford- ing remedies and redress to the Contractor from the Owner. e) To pay the Subcontractor, upon the payment of certificates, if issued under the schedule of values de- scribed in Article 24 of the General Conditions, the amount allowed to the Contractor on account of the Subcontractor's work to the extent of the Subcontractor's interest therein. f) To pay the Subcontractor, upon the payment of cer- tificates, if issued otherwise than as in (e), so that at all times his total payments shall be as large in proportion to the value of the work done by him as the total amount certified to the Contractor is to the value of the work done by him. g) To pay the Subcontractor to such extent as may be provided by the Contract Documents or the subcontract, if either of these provides for earlier or larger payments than the above. h) To pay the Subcontractor on demand for his work or materials as far as executed and fixed in place, less the retained percentage, at the time the certificate should issue, even though the Architect fails to issue it for any cause not the fault of the Subcontractor. j) To pay the Subcontractor a just share of any fire in- surance money received by him, the Contractor, under Article 29 of the General Conditions. k) To make no demand for liquidated damages or penalty for delay in any sum in excess of such amount as may be specifically named in the subcontract. I) That no claim for services rendered or materials furnished by the Contractor to the Subcontractor shall be valid unless written notice thereof is given by the Contractor to the Subcontractor during the first ten days of the calendar month following that in which the claim originated. m) To give the Subcontractor an opportunity to be present and to submit evidence in any arbitration in- volving his rights. n) To name as arbitrator under arbitration proceedings as provided in the General Conditions the person nom- inated by the Subcontractor, if the sole cause of dispute is the work, materials, rights or responsibilities of the Subcontractor; or, if of the Subcontractor and any other subcontractor jointly, to name as such arbitrator the person upon whom they agree. The Contractor and the Subcontractor agree that- - o) In the matter of arbitration, their rights and obliga- tions and all procedure shall be analogous to those set forth in this Contract; provided, however, that a decision by the Architect shall not be a condition precedent to arbitration. Nothing in this article shall create any obligation on the part of the Owner to pay or to see to the payment of any sums to any subcontractor. ARTICLE 38 ARCHITECT'S STATUS The Architect shall be the Owner's representative during the construction period and he shall observe the work in process on behalf of the Owner. He shall have au- thority to act on behalf of the Owner only to the extent expressly provided in the Contract Documents or other- wise in writing, which shall be shown to the Contractor. _ He shall have authority to stop the work whenever such stoppage may be necessary in his reasonable opinion to insure the proper execution of the Contract. The Architect shall be, in the first instance, the inter- preter of the conditions of the Contract and the judge of its performance. He shall side neither with the Owner nor with the Contractor, but shall use his powers under the Contract to enforce its faithful performance by both. In case of the termination of the employment of the Architect, the Owner shall appoint a capable and repu- table Architect against whom the Contractor makes no reasonable objection, whose status under the contract shall be that of the former Architect; and dispute in connection with such appointment shall be subject to arbitration. ARTICLE 39 ARCHITECT'S DECISIONS The Architect shall, within a reasonable time, make de- _ cisions on all claims of the Owner or Contractor and on all other matters relating to the execution and progress of the work or the interpretation of the Contract Documents. GENERAL CONDITIONS. 1961 EDITION. Ten pages / Page 9 The Architect's decision, in matters relating to artistic effect, shall be final, if within the terms of the Contract Documents. Except as above or as otherwise expressly provided in the Contract Documents, all the Architect's decisions are subject to arbitration. If, however, the Architect fails to render a decision within ten days after the parties have presented their evidence, either party may then demand arbitration. If the Architect renders a decision after arbitration pro- ceedings have been initiated, such decision may be entered as evidence but shall not disturb or interrupt such proceedings except where such decision is accept- able to the parties concerned. ARTICLE 40 ARBITRATION All disputes, claims or questions subject to arbitration under this contract shall be submitted to arbitration in accordance with the provisions, then obtaining, of the Standard Form of Arbitration Procedure of The Ameri- can Institute of Architects, and this agreement shall be specifically enforceable under the prevailing arbitration law, and judgment upon the award rendered may be entered in the court of the forum, state or federal, hav- ing jurisdiction. It is mutually agreed that the decision of the arbitrators shall be a condition precedent to any right of legal action that either party may have against the other. The Contractor shall not cause a delay of the work during any arbitration proceedings, except by agreement with the Owner. Notice of the demand for arbitration of a dispute shall be filed in writing with the other party to the con- tract, and a copy filed with the Architect. The demand for arbitration shall be made within a reasonable time after the dispute has arisen; in no case, however, shall the demand be made later than the time of final pay- ment, except as otherwise expressly stipulated in the contract. The arbitrators, if they deem that the case requires it, are authorized to award to the party whose conten- tion is sustained, such sums as they or a majority of them shall deem proper to compensate him for the time and expense incident to the proceeding and, if the arbitration was demanded without reasonable cause, they may also award damages for delay. The arbitra- tors shall fix their own compensation, unless otherwise provided by agreement, and shall assess the costs and charges of the proceedings upon either or both parties. ARTICLE 41 CASH ALLOWANCES The Contractor shall include in the contract sum all allowances named in the Contract Documents and shall cause the work so covered to be done by such con- tractors and for such sums as the Architect may direct, the contract sum being adjusted in conformity therewith. The Contractor declares that the contract sum includes such sums for expenses and profit on account of cash allowances as he deems proper. No demand for expenses or profit other than those included in the contract sum shall be allowed. The Contractor shall not be required to employ for any such work persons against whom he has a reasonable objection. ARTICLE 42 USE OF PREMISES The Contractor shall confine his apparatus, the storage of materials and the operations of his workmen to limits indicated by law, ordinances, permits or directions of the Architect and shall not unreasonably encumber the premises with his materials. The Contractor shall not load or permit any part of — the structure to be loaded with a weight that will endanger its safety. ARTICLE 43 CUTTING, PATCHING The Contractor shall do all cutting, fitting or patching of his work that may be required to make its several GENERAL CONDITIONS. ion EDITION. Ten pages / Page 10 parts come together properly and fit it to receive or be received by work of other contractors shown upon, or reasonably implied by, the Drawings and Specifications for the completed structure, and he shall make good after them as the Architect may direct. Any cost caused by defective or ill-timed work shall be borne by the party responsible therefor. The Contractor shall not endanger any work by cut- ting, excavating or otherwise altering the work and shall not cut or alter the work of any other contractor save with the consent of the Architect. ARTICLE 44 CLEANING UP The Contractor shall at all times keep the premises free from accumulation of waste materials or rubbish caused by his employees or work, and at the completion of the work he shall remove all his rubbish from and about the building and all his tools, scaffolding and surplus materials and shall leave his work "broom -clean" or its equivalent, unless more exactly specified. In case of dispute the Owner may remove the rubbish and charge the cost to the several contractors as the Architect shall determine to be just. B3--6 SECTION B — PART 3L PPL" ME 4TARY GENERAL CONDITIONS iflit STANDARD FORM or GENERAL CONDITIONS, 1961 EDITION, OV oHE AMERICAN INSTITUTE Of ARCHITECTS SHALE BE SU'PPLEMCNIIEO AND A^ _ MENDED AS INDICATED IN THE FOLLOWING S1VP'LEMENTARY G'ENKRAt CoNI' OI TIONSI ARTICLE_S'5--THr.. FOL.LOEIING ADDITIONS SHALL BE TRADE t'o ARTICLE 2; IrHE SPECIVICATOONS ARE DIVIDED INTO CERTAIN DIVISIONS CORRESPOND- - ING IN A GENERAL WAY WITH THE SEVERAL BUILDING TRADES, TUE Coii•' TRACTOR MAT EXECUTE ALL OR ANY PART OF THE WORK OF ANY DIVISION WITH HIS OWN FORCE, OR, SUBJECT, TO THE GENERAL CONDITIONS, HE MAY SUBLET ALL OR ANY PART1OF ANY DIVISION, SUCH SUBLETTING OE PORTIONS Of WORK UNDER ANY DIVISION SHALL IN NO WAY RE.IEVE THE CONTRACTOR FROM RESPONSIBILITY FOR COMPLETENESS AND COORDINATION OF THE ENTIRE WORK, NO RESPONSIBILITY, EITHER DIRECT OR IMPLIED, IS ASSUMED BT THE ARCHIIEECT OR OWNER FOR OM,0SSIONS OR DUPLICATIONS BY THE CON^ TRACTOR OR HIS SUBCONTRACTORS, DUE TO REAL OR ALLEGED ERROR ISI ARRANGEMENT OF MATTER IN THESE CONTRACT DOCUMENTS, ARTICLE S46 --Tot FCL?.ObnNG ADDITIONS SHALL BE MADE YO ARYIC'LL 9 HEEAT--^THE CONTRACTOR SHALL, AT HIS OWN EXPEtSE, PROVIDE TEMPOR- ARY HEAT AS REQUIRED FOR THE PROPER PROTECTION AND DRYING OF ,'ii.,G WORK, HE SHALL PROVIDE AND INSTALL ALL TEMPORARY HEATING D VIE ES AND SHALL FIRE AND MAINTAIN SAME, AT THE TIME THE BUILDING IS ENCLOSED FROM THE WEATHER WITH WALLS, ROOF, GLAZING AND TEMPO ART DOORS INSTALLED, THE HEATING CONTRACTOR SHALL HAVE INSTALLED THE HEATING PLANT READY FOR OPERATION UNDER TEMPORARY CONTROLS BUT WITH ALL PERMANENT ROOM RADIATION AND DEVICES, OR SUBSTIYUT- IONS, CAPABLE OF DELIVERING f5% OF THE REQUIRED CAPACITY, THE CONTRACTOR MAT THEN USE THE PERMANENT SYSTEM FOR TEMPORARY HEAT ING, PROVIDED HE OPERATES THE PLANT UNDER THE SUPERVIISION OF TIE HEATING CONTRACTOR, AND IS RESPONSIBLE FOR THE SYSTEM FROM ANY DAMAGE BY HIS OWN FORCES, FUEL COSTS FOR ALL HEATING ON BOTH TEMPORARY AND PERMANENT SYSTEMS, SHALL BE BORNE BY THE CONTRACTOR, WATER —^THE CONTRACTOR SHALL PROVIDE AND SAY FOR ALL WATER FOR BUILDING PURPOSES REQUIRED RY ALL TRADES, ELECTRICIiv^°'THtE CONTRACTOR SHALE n'ROWIDF AND Pd;Y FOR ALE E LL.IECTRICAL ENERGY VCR LIGHT AND 'd`QWER FGR BUILDING PURPOSES WHICH IS REQUIRED BY ALL TRADES, b3-2 SUPPLEMENTARY GENERAL CONQ,43YONS ve LES"]I?'C 0/ F]ANU7 SAC TORERS NAMES ANC TRADE NAMES IN TIGi[SE SPLCt— EICATIOS93 IS FOR TUIE PI:RPO5E OF CSTABLIS:TING A QU'#Ltl T Or PRODUCT AND ISO! AS A IMITCC SPECIFICATION. "Nos, SUBSTITUTIONS ARE IN — VITRO Ti sr RERRES':r o f`OR APPROVAL THROUGIE THE CONTRACTOR. IT 2 u RrD,. TIONEVER, THAT SUFISt'.`I'U TIO:!`c (�.rG M` F I R,L ,?`1. 13 c'1Fe OR,r 'si E ?t2 POSA 3 ARE oPENr.o. THE ARCHITECT WILL NOT BE OBE,_IGATCC LO CONSIDER OR R.CRE;PT SUIJST$TUI ONS AFTER TXAT TIRE. IT IS *HE RESPONSIE;IL1 rt OF 'H,E MANUFACTURERS REPRESENTATIVE TO ? ROr's' 70 TEE ARCHITECT TAT HIS ;PRODUCT IS AT LEAST or EQUAL QUALITY TO T Z oNe SPECIFIED. iki€ ARCHITECTE3 ARPROV'AL OF SUDSTITUI" o s OS HAN DA1ORT AHD FINAL AND MUST BE OBTAIMCD IN WRITING. APPROTIAL5 WILL E ISSUED IN THE FORM INDICATED IN SECTION B - PART 5. TMER:CS'ORE,i ALL REQUESTS FOR SUBSTITUTIONS SHALL INCLUDE Snn1F_C I E C MENTION OF AN'1 VARIANCES FROM THE SPECIFIED ITEM. REQU,z5TG FOR APPROVAL SHALL REACW.THE ARCHITECT NO LATER THAN SEVENTY—TWO (72) 7IOURS PRIOR TO BID OPENING TIME. No EXTENSION WILL BE ALLOWED FOR TIME LOST IN CONSIDERATION OF AMY ARTICLE OR MATERIAL SOUGHT TO BE SUBSTITUTED BYTHE CONTRACT- _ OR, OR FOR TONE LOSE IN DELIVERY OR ERECTION OF ANY SUCH ARTICLE. ANT DIFFERENCE IN COST, IF LESS THAR THE :;OST OF THE ARTICLE OR I+IATETIAL SPECIFIED WILL BE DEDUCTED FpM T:''nE CONTRACT PRICE. tRC I.ONTRASTOR SHALL STAKE OUT 'INS BUILDING AND SHALL PROVIDE AND 'tiiGJ'DE.'7 SET BATTER BOARDS. THESE RATTER BOARDS SHALL CON- YINOJ.;: IN USE AND BE FREE;' TO ALL REQUERIAG THEM, BUT THIS CoN- enAc oR SHA"s4 D_; REEPONSIOLE FOR 1YEIZIR ACCURACY AND MAINTENAMOT. -- A ERMA +if o; ,�Io C�, M,ARM VROA WHICH ALL GPAI3ES MAT .BE PRKEN MILL OR E378StSNFO N'€.AR 7HE SITE WITH'THE AAIO OF TIIF ARCH?TILCE. FL':O iE EM!IS eCUCH 4ARKp TSSE CONTRA£=TOR SMAL CX'H;ND ILL GRAOiES ,ARO !EEREOS TO ''ERE BUILDING AS NIEEDED. . !EfRONTFAC ORS AHD SUDCORTRACTORS EMPLOYER UPON THE WORK SHAL.. .ANA WILT BE REQUIRED TO CONFORM TO STATE AND FEDERAL 'LABOR TA''RS AND EMS "'AR':RSIUS ACTS AMENDATORY AND SREPLLMEN'TARd TRERETO; ANC TO ALA OTHER LAWS, ORDINANCES AND LEGAL. REQUIREMENTS APPLICABLE THERETO. ALL LABOR SHALL BE PERFORMED IN A GOOD AND WORKMANL I36iE MANNER J7 NIECRANIC5 SKILLED IN ',YEE,EIR RESPECTIVE TRADES. MECHANICS WHCE WORK IS UNSATISFACTORY OR CONSIDERED BT TIME ARCHITECT To BE, UN - SPILLED ""R PINERIISE OMJECT uONABLE; SHALL IMMEDIATELY BI£ OIS- I/jO°St0 !`RO„ IRA tf.,)n( U:rO'A NOTICE IrG;e3E,1 ,JEfls Annu nc1 !?:Sk7re!? ('i e! :ma APT t3AWLRIAA OR GOi. 4' 1^n u?, h7ti "wC:RK9 ffAri>%: CONTRACTOR ISO„, It. VLI ,,, `7 AL S.•CA.Sp RiR`s;a91l'5 AT TOM Vtl; EAMICtG Ar8Ys SRACT T ME Rr— u!t15 83-3 SUPPLEMENTARY GENERAL CONDQTIONS STONJC'IBLIE aOR THE CORRECTNESS OF $ANEu No EXTRA CHARGE OR COMPEN- SATION! WVIL BE ALLOWED ON ACCOUNT OF D2rrzRENc !f BETWEEN ACTUAL DINT SONS AND DIMENSIONS ON THE DRAWINGS, WHICH NA'! BE FOUND, ANT b"%°,6:IA7UONS IN .AC,TUAL AND DRAWN DIMENSIONS SHALL BE SllrB.MITYFO TO `l'F ARCHITECT FOR CONSIDERATION BEFORE PROCEEDING WITH TIDE WORK. ARlIC4.I: S47 —THE FOLLOWING ADDITIONS SMALL BE MADE TO ARFICE 'i2: f74c CONTRACTOR SHALL AT ALL TIMESPROIBIE ROTECTION AGAIE'w T — WEATHER, RAIN, WIND, STORMS, SNOW FROST, OR HEAT, SO AS TO MA?N-• VAIN ALL WORK, MATERIALS, APPARATUS AND rtxTURES FRIES FROM IkiR; OR DAMAGEE, AT THE TEND OF THE DAY2S WORK, ALL NEW WORK Lu'XELY TO BE DAMAGED SHALL BE COVERED, WHEN THE WHOLE OR PORTION OF TH!E WORK BS SUSPENDED FOR ANT REASON, EACH CONTRACTOR SHALL PROPR!4.Y COVER OVER, S:•CURE AND PROTECT SUCH OF VHS WORK AS IS LIABLE TO SUST,51N INJURY FROM ANY CAUSE:' WHEN ANT ROOM IN THE BUILDING IS USED AS A SHOP, STOREROOM, !ETA:., THE CONTRACTOR MAKING THE USE OF SUCH ROOM WILL BE MELD RESPONSI- BLE FOR ANY REPAIRS ARISING FROM SUCH USr, - ARTICLE S48 --THE FOLLOWING ADDITION SHALL. BE MADE TO ARTICLE I: NY SHALL BE THE DUTY Or THE SUPERINTENDENT TO GIVE ALti. LINES, LE'NELS, ETC., NECDEU BY THE COMPACTOR OR OWNER TO FAC MIL ITATE TN!E OPCRATBON or ALL CONCERNED IN THE MOBS WIf6;T31!ER DU THE EMPLOY OF THE CONTRACTOR OR OTHERS. A.TBCLE s4 THE FOLLOWING ADDITION SILALI• BE MADE TO ARTICLE SUN WRBTTEN NOTICE SHALL BE GIVEN THE AP, KITECT WITNBN SEVEN (7) DAnS or RECEIPT OF ANT INSTRUCTIONS IHVOLING EXTRA COST, "m U 'I•P �'�t�+'�•IJ:E VUI:LQNIRG ADDITION SHALL BE MADE TO ARTICLE 27: CERTIFICATES INDICATING THE TYPE AND AMOUT Of CONTDCTDR°S Lox— _ HIITT INSURANCE, SOBCONTRACTOR'BS LAABBLiIY INSURANCE, WORKMEN°S COa4P's.NSATION, VEi:CLE INSURANCE, AND PROV RTY DAMAGE 4' NSLRANCE SHLLL BE FILED WITH THE ARCHITECT WITHU8 SEVEN (7) CALENDAR DABfS OF TJnE SIGNING OF Hit CONTRACT. ALc cONTRACTOPS SMALL CARRY INSURANCE AS 6tOLLCWS: A. oo WORY,MEN°S COME`_'ISATION,, AS R[EQU^RED DT FEDERAL AND STAE LABOR LAWS. PerRLIC LIAHBf rTV IN THREE ANO Nt ');/ NOW LESS THAN m5 3-4 SUPPLEMENTARY GENERAL. COND47BCNS' $100,000 FOR EACH PERSON, $3'OO,COC FOR EACH ACCIDENT. c PROPERTY DAMAGE IN rr., INC B,MOt�N7 13F NOT LESS 8:H'AN $50,0C9° r r,� n l9f 1'1`x X FOLLOWING ADDITION SHALE et MADE TO ARTICLE 29: EXTENDED COTE.R GE INSURANCE SHALL INCLUDE WIND, STORM, HAUL° EX= P'9OSION, RIOT, OR RIOT ATTENDING R STRIKE, CIVIL COMMIT ICE,, AI7- .LRArr'T OR VEHICLE DAMAGE, LIMITED SMOXf£ OAni,AGE AND yNoAttu AND MALICIOUS MISCHIEF. (el OWNER)* R7NCLES j2=THI; FOLLOWING ADDITION SHALL BE MADE TO ARTICLE 32: TH€; OQRIER MAY, ATISIS OPTION, FIDE THE CONTRACT AS PROVIDED By LAW(CH, 86, ART° '#3, SECTION F & 2, CoRoSo) TO PROTECT HIS INTERESTS AGAINST THE FILING OF ANT LIENS ABOVE THE CONTRACT TRICE, RTSCI,gq53--TEE FOLLOWING ADDITION SHALL BE MADE TO ARTICLE 36: IN ADDITION TO THE FOREGOING REQUIREMENTS, THE CONTRACTOR SHALL, SUBMIT WITH HIS PROPOSAL A L1S1 OF PROPOSED SUBCONTRACTORS IN A SEALED ENVELOPE° AFTER EXECUTION OF THE CONTRACT ANY CHANGE OF ANT NAME PROPOSED SHALL BE APPROVED IN WRITING BY THE OWNER, A 74CLJ S 1 --DELETE THE LAST TWO PARAGRAPHS :OF ARTICLE THE COL4.ONPNG: 39 AND ADD WHENEVER IN THE'CONTRACT DOCUMENTS "AS ORDEER.EDn "AS AS OIRECVEDn, AS REQUIRED", "AS AL.LOVED", OR WORDS OR PHRASES OF LIKE IMPORT ARE USED,, IT SHALL BE UNDERSY000 THAT THE ORDER, DIR{ECTI0N, RE.^ QU I R13W 7 OR - � ALLOWANCE OF THE ARCHITECT PAS tt1ITEN0EDn AND THAT SIFaILAR v THE WORDS "APPROVED", "SUITABLE", "ACCEPTlAOLE", ",ROPIER — , :r "PROPER — L°, , SATISFACTORY", OR WORDS dF LIRE EFT''ECT.r/ND IMP RTPAUNLESS SP TCar VII$. IE PARTICULARLY ULARLSPEC IF7ED HEREON, SHALL MEAN �'�^Otli`s D, ''6I TFDL!Ya ACCEPTABLE, PROPER OR SATISFACTCRT G -N THE JUDGMENT 01t THE ARCHITECT. AAT c z_ 55 D';:LEYE ARTICLE 4o IN ITS I£NTIRETY* ARTICLE. $ Cp"-a'�'K'£ FOLLOWING ADDITION SHALL ON MADE TO ARTICLE 42: BPtt Would Rl SLRVES THE RIGHT TO DO ADDITIONAL WORK, 6OSTAAL NA— �`.PIA OROL&I?CR AND ERECT EQUIFMEN3T IN THE BUROIINI D',NR ;I@:9G ITS Se'FL n I'NN SO NOTIFY � AND SHALL VIE CONTRACTOR THROUGH ifwC ARCH T CT a HLWrR SU'C E "WORK IS TO €E ACCTIEIPLISHLO. IHL CLj>fr411RA T'^ — 7R WIHTTTT OC RzsroxseLE TOR /i RRAYG i ND nl NAT ... ..,.ALRi'yS SO `f J4.. 2=; OWNERh T G P;d '.',6 11 S f,-0 N :I * WORE. 53-5 SUPPLEMENTARY GENERAL COND hT I.ONS ARYICI.? 557"'•THE FOLLOWING ADDITIONS 5IUu L BE MADE TO ARTICLE 43: DIvISION Of THIS SPECIFICATION SHALL INCLUDE Alt CUTTING, PATCHING, MID DIGGING FOR THAT DIVISION, UNLESS THEREIN 5ECIEJ- CALLY STATED TO THE CONTRARY, AS REQUIREC FOR THE PROPER ACCOMItO •^ DATION OF ALL WORK OF OTHER TRADES, THIS, HOWEVER, DOES NOT RELIEVE Ti>i,'t GENERAL CONTRACTOR FROM RESPO,RIBILITY AS STATED ABOVE. ARTICLE S5H=7THE FOLLOWING ADDITION SHALL BE MADE TO ART4CLE kb ON COMPLETION OF THE WORK, IT SHALL BE ME, RESPONSIBILIYY OF TEE CONTRACTOR TO DELIVER TO THE OWNER YHE STRUCWRE BROOMA'CLEAN WITH WINDOWS WASHED AND READY FOR OCCUPANCY. SPECIAL CLEANING -'BESIDES THE GENERAL BROOM CLEANING, THE CON- TRACTOR SHALL DO THE FOLLOWING SPECIAL CLEANING FOR ALL TRADES AT COMPLETION OF WORK: CLEANING OF ALL GLASS"THE CONTRACTOR SHALL REMOVE PUTTY STAINS AND PAINT FROM ALL GLASS AND SHALL WASH AND POLISH SAME. CARE SHALL BE TAKEN NOT 70 SCRATCH GLASS. NING O`" ^L9 PAINTED-ti_DE:CORATEDI *ND STA OE:ED W10RIti 4M TRACTOR SHALL REIO'E- ALL MARKS, STAINS, EI IGFRPRIHIS, .. 6fl) CAYH S CI IL OR DIRT FROM ALL PAINTED, D'E°Ri`ED AND STAINED WORE. _ WMCV I G OF ALL TEMPORARY PROTECT IONS•-EI"CONTRACTOR SHALL REMOVE ALL TEMPORARY PROTECTIONS AND SHALL CL_ICAK AND/OR POLISH &5 RACES - SARI ALL SURFACES THUS EXPOSED. ,,I.EAHLNG AND POL ISHING OF ALL HARDWARE®'TVfIE CONTRACTOR SHALL CLEAN AND POLISH ALL HARDWARE FOR AIL TRADES.. THIS SHALL IiNm CLUDE REMOVAL OF ALL STAINS, DUST, DIRT, PAINT, ETC., UJ4'ON CON, FACTION* CLEANING OF ALL FIXTURES AND EQUIPMENT --THE CONTRACTOR SHALL CLEAN ALL FIXTURES AND EQUIPMENT, REMOVING ALL STAINS, PAINT, DIRT AND DUST. CLEANING OF FLOORS --THE CONTRACTOR SHALL SWEEP CLEAN ALL FLOORS AND SHALL REMOVE ALL STAINS, OUST, DIRT, PAINT, ETC. `T/El LE 559 — CONSTRUCTION OFFI_c_'L Lf F3L1tI, Sti' TI9EC FiR.ST'V415. aILMTTT OF 1I -LE GENERAL CONTRACTOR TO PEDVIDT A TInPORAe^^,i W II_!;11NG TOR HS SOWN rI ,to•on IC W'In ADEQIU'AIE SiPICEE. Tu GENERAL CHSNTRASTOR N AE'Y 'IRO ,flD!E Atfi APOII GNAL “AP'OR HI! TJ lLDINGS BS% M !MTT.O. 63-6 S i '4.E'MENTARY GENERAL CONO 0 T aONS PLUMBING, HEATING AND £t.ECTRICAL CONTRACTORS MAY ERECT TEMPORARY BUILDINGS TREY MAY NEED FOR STORAGE Of MATERIALS, OFFICE SPACE, ETC „ OR MAT MARE ARRANGEMENTS WITH TIDE GENERAL CONTRACTOR FOR RERTAL OF SPACE WITHIN :r CIS BUILDING° ARTICLE $60 - TEMPORARY TOILET --TEMPORARY TOILET FACILITIES SHALL BE PROVIDED BY TINE CONTRACTOR. WHEN PERMANENT TOILETS BECOME Awl *I.l',ABI,.f FOR USE, THE TEMPORARY VAULT SNAAL BE STERILIZED AND COMPLETELV FULLED° ARTICLE $6F GUARANTY -WARRANTY --TIKE CONTRACTOR SPIALL GUARANTEE TtAT ALT WORK, IN THE ENTIRE CONTRACT WILL BE FREE FROM DEFECTS OF MATERIAL, WORKMANSHIP AND OPERATION FOR A PERIOD OF ONE (fir TEAR ERON THE DATE OF FINAL COMPLETION AND ACCEPTANCE AS DEf INiD OT TFE DATE Cr FINAL PAYMENT. HE SHALL FURTHER AGREE THAT 1ff WILL, AT HIS OWN EXPENSE, REPAIR AND REPLACE ALL SUCH DEFECTIVE RORX WHICH BECOMES DEFECTIVE DURING THE TERN OF THE GUARANTEE, ARTIC$62 - SPECIFICATION DIVISIONS-RFOR CONVENIENCE OF REFERENCE AND 70 FACILITATE THE LETTING OF CONTRACTS AND SUBCONTRACTS, THESE SPECIFICATIORS ARE SEPARATED INTO TITLED SECTIONS AND PARTSo SUCH SEPARATIONS SHALL NOT, HOWEVER, OPERATE TO MAKE THE ARCHITECT AN ARBITER TO ESTABLISH LIMITS TO THE CONTRACTS BETWEEN THE CONTRACT- OR AND SUBCONTRACTORS° ARTICLE S63 — CONSTRUCTION AREA—ATHrE CONTRACTOR SHALL CONFINE rIS — iJCY0rl iES TO THE SITE SHOWN ON Tilt PLOT ?LAN; THE COINFRACTOR 5H,'•aLt EXERCISE CARE NOT TO DAMAGE ADJ.ACChT BUILDINGS, UTILITIES, ET40 ART_ ILE 564 - COLORADO SALES TAX --THE AMOUNT or THE CONTRACT IERICE OR BID SUM SHALL INCLUDL COLORADO SALES TAX TO BE PAID ON ALL PIA- _ TE'RIALS AND SUPPLIES INCORPORATED AND USED Ind CONSTRUCTION RR THE "NORA REQUIRED BY THE CONTRACT DOCUMENTS° ALL SIFBCONTRACTORS AND SUPPLIERS SHALL BILL TO THE CONTRACTOR SUCH SALES TAX AS A CLEARLY DISCERNIBLE ITEM TO FACILITATE THE CONTRACTORIS KEEPING SUCH AS A SEPARATE ITEM or EXPENSE ON HIS RECORDS. UPON REQUEST BT THE OWNER, THE CONTRACTOR SHALL FURNISH IN DUPLI- CATE TO THE ARCHITECT (l) SALES TAX FORM AS SHOWN IN SECTION B, PART 5, PROPERLY EXECUTED; (2) A LIST OF MATERIALS AND SUPPLIES ON WHICH SALES TAX WAS PAID, THE AMOUNT or THE TAX, TO WHOM IT was PAID, AND THE DATE ON WHICH IT WAS PAID. THE ARCHITECT WILE TRANSWIT OE (I) CONY OV SAID FORM AND LOST TO OBTAIN A REFUND. OF ALE__ SALES TAX PAID, AND THEREFORE ALL IVARTI ES SHALL EXERCISE DUE CARE TO INSURE T:^..E ACC RAET THCREOr, MP0 VOC CONTRACTOR SHALL SIGN AND drERIFT ALL OF SAID LISTS. B3-7 5.QPPLMETARY GENERAL COND; T 1 DNS ARTICLE 541_- cOMPLT1ON DATE"_' E UNER MUST HAVE of OPANCy or '!fib E PROJECT 0'a JCti L 15, 196. HOWEVER, l k kfl ooER' S PROccCS(i MMEIMME OF COMPLET lON IN ( AE PROPOSAL FORM SFu6#LL Bt A TRUE dNDi1CAT ION SY IC Bo!?FR OWH N THE PRQ,.`'FCT, if AWARDED YO ISE BODDER0 W I L RC COQaPLET D. IF AWARDED THE CONTRAC.&THIS C.ONTRACTOR1S PROPOSED 71M. CU- COMPLE Goh; WILL BECOME A PART OF THE AGREEMENT WITH 'H.' OWNrR $JD W/3BC BNFOICED 9N ACCORDAM'CP. 3d!TH TH*T TERMS OU' Th5 AGRFF ENT, 1 8 � 84-1 SECTION B _ PART 4 OWNERS' PROTECTIVE BOND A BUILDING FOR k -H AND HOME DEMONSTRATION CLUBS FOR BOARD OF COUNTY COMMISSIONERS, WELD COUNTY GREELEY, COLORADO KNO°.; ALL WEN; THAT Wt , PRINCIPAL, AND , SURETY, ARE HELD AND IFIRFILY BOUND UNTO THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY,, GREELEY, COLORADO, OWNER, IN THE SUM OF DOLLARS ($ ), FOR THE PAYMENT OF WHICH WE BIND OURSELVES, OUR LEGAL REPRESENTATIVES, SUCCESSORS AND ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY BT THESE PRESENTS* WHEREAS, PRINCIPAL HAS EXECUTED CONTRACT WITH THE OWNER, DATED FOR THE CONSTRUCTION OF A BUILDING FOR .V -H AND HOME DEMONSTRATION CLUBS IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS PREPARED BY CLAUDE A0 NASH, ARCHITECT, WHICH CON' TRACT IS BT REFERENCE MADE A PART HEREOF, AND IS HEREINAFTER RE— FERP,ED TO AS THE CONTRACT* Now THEREFOR, IF PRINCIPAL SHALL FAITHFULLY PERFORM SUCH CONTRACT AND PAY ALL PERSONS WHO HAVE FURNISHED LABOR OR MATERIAL FOR USE N -OR ABOUT THE IMPROVEMENT AND SHALL INDEMNIFY AND SAVE HARMLESS THE OWNER PROM ALL COSTS AND DAMAGE BY REASON OF PRINCIPAL'S DEFAULT OR 6b1LURE SO TO DO, !HEN THIS OBLIGATION SHALL BE NULL IND VOID; (THERW SE IT SHALL ScMAIN IN FULL FORCE AND EFFECT., ALL PERSONS WHO HAVE A DIRECT CONTRACT WITH THE PRINCIPAL OR WITH A SUBCONTRACTOR OF THE PRINCIPAL FOR LABOR, MATERIAL, OR BOTH, USE( OR REASONABLY REQUIRED FOR THE USE IN THE PERFORMANCE OF THE CONTRACT, LABOR AND MATERIAL BEING CONSTRUED TO INCLUDE THAT FART or WATER, GAS, POWER, LIGHT, HEAT, GASOLINE, TELEPHONE SERVICE 01 RENTAL OF EQUIPMENT DIRECTLY APPLICABLE TO THE CON- TRACT, SHALL HAVE A DIRECT RIGHT OF ACTION UNDER THE BOND. ThE CONTRACT, INCLUDING THE COMPLETION THEREOF AFTER DEFAULT, IF ANY, SHALL BE PROSECUTED UNDER THE NORMAL SUPERVISION OF A DULY QUALIFIED ARCHITECT. _ ANY PAYMENT OR PAYMENTS UNDER THE BOND. SHALL REDUCE ITS PENALTY TO HE EXTENT OF SUCH PAYMENT OR PAYMSIENTS° N SUIT OR ACTION MAT BE MAINTAINED UNDER THE BONG UNLESS IT SEAL — HAVE SEEN INSTITUTED WOTHI11 ONE (.) TEAR FROM THE RATE on WNICI FINAL PAYMENT UNDER THE CONTRACT FALLS DUE. Bq_z CWNERS' PROTECTIVE BOND _ THE SURETY HEREBY NAI'VES NOTICE OF ANT ALTERATION,, EXTENSION OR FORBEARANCE MADE OR EXTENDED BY TJS' OWNER OR PRNCIPAL. _ THE OWNER AND ARCHITECT SHALL COOPERATE WITH AND ASSIST SURETY IN PROSECUTING ITS RIGHTS AND CLAIMS, IF ANY, AGAINST PRINCIPAL AND OTHERS BY SUPPLYING TESTIMONY, BOOKS, RECORDS AND DOCUMENT& RI EVIDENCE IN THEIR POSSESSION,.- WMEUEVER PRINCIPAL SHALL BE, AND DECLARED BY OWNER TO BE ,IN DEFAULT UNDER THE CONTRACT, THE OWNER HAVING PERFORMED OWN'SRQ5 OBLIGATIONS THEREUNDER, THE SURETY WILL (A) WITHIN FIFTEEN (5) DAYS or DETERMINATION OF SUCH DEFAULT,,TAKE OVER AND ASSUME COMPLETION OF SAID CONTRACT AND BECOME ENTITLED TO THE PAYMENT OF THE BALANCE OF THE CONTRACT PRICE, OR (B) PAY THE OWNER IN CASE TIfE REASONABLE COST OF COMPLETION, LESS THE BALANCE03' THE CONTRACT PRICE INCLUDING RETAINED PERCENTAGE. THE COST OF COM- PLETION SHALL BE FIXED BY TARING PROPOSALS FROM AT LEAST THREE RESPONSIBLE CONTRACTORS, ONECHOSEN BY THE OWNER, ONE BY THE ARCHITECT, AND ONE BY THE SURETY. THE SURETY WILL MAKE SUCH PAY' MENT WITHIN FIFTEEN (B5) DAYS AFTER TKE COST OF COMPLTIOH SHALL KAY BEEN SO DETERMINED. SIGr:..ED AND SEALED THIS _, BAY OF _--,- A.D., I963. PRINCIPAL SURETY II15 TO: FROM: SUBJ' CI: IAx PAYMENTS 1, THE UUDERSIGNED, (NAMiE) or _j _ HEREBY CERTIFY THAT SAID CON- irRAClrDR HAS PAID THE SUM OF $ FOR DURING TiTHE PERIOD FROM TO OM THE a ANG I $� E PROPERTY PURCHASED TO v LRFORM THE CONTRACT BE- - TWEEN SA j I✓ CONTRACTOR AND THE BOARD OF COUNTY COMMISSIONERS: WELD COUNTY, GR :E4.EY1 COLORADO, AND THAT ALL OESAID PROPERTY WAS BUILT INTO THE BUILDING FOR 4-m AND Hoi z DEMONSTRATION CLUBS A GH L G'T, COLD ZADO v WHICH IS OWNED BY SAID BOARD OF COUNTY COMM I SS IONERSo BOOKS: RECORDS, AND OTHER SUBSTANTIATING EVIDENCE or PAYMENT OF THE TAX, INDICATED HEREIN, ARE LOCATED AT (ADDRESS) 85 - SECTION B - PART 5 SAMPLE CONTRACTOR1S S STATEMENT OF TAX PAYMENTS FORM T ,I Y A. E (CITY) (STATE) -- STATE OF COLORADO COUNTY OF .� THE FOREGOING INSTRUMENT WAS ACKNOWiEDGED BEFORE ME THIS DAY OF , ''96-° , BY SALES VAX, BY: A COLORADO CORPORATION DATE: MY COMMISSION EXPIRES WITNESS MYHAND AND OFFICIAL SEAL 16M.W.MIWIPTI MO* (NOTARY PUBLIC) (CONTRACTOR) ARCHITECT'S CERTIFICATION HEREBY CERTIFY THAT THE PROPERTY ON WHICH THE TAX HAS BEEN PAID HAS IN FACT BEEN BUILT INTO THE PROPERTY OF THE BOARD OF COUNTY COMMISSIONERS: WELD COUNTY BY SAID CONTRACTOR, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CONTRACT AND ! N THE AMOUNT SHOWN HEREIN„ DATE a5 APPROVAL MEMORANDUM A BUILDING FOR 14-H AND HOME GREELCET* COLORADO B6-9 SEC NON B - PART 6 SAMPLE APPROVAL MEMORANDUM DEMONSTRATION CLUBS TO: DATE FOR SHE ABOVE JOB ONLY* THIS OFFICE CONSIDERS THE FOLLOWING SUB- - STLTJTION(S) TO BE EQUAL TO ORIGINALLY SPECIFIED MATERIALS* EQUIP- MENT OR METHODS OF CONSTRUCTION INSOFAR AS GENERAL QUALITY* WORK- MANS4IF AND FUNCTION ARE CONCERNED* ALL NORMAL OR SPECIAL RE- - QUIRC??EWTS SATISFIED BY THE ORIGINALLY SPECIFIED ITEMS) MUST ALSO BE MIT BY THE APPROVED ITEMS* DIFFERENCES IN DIMENSIONS* GAUGES* FINISHED* THICKNESSES AND/OR METHODS OF ASSEMBLY FROM ORIGINALLY SPECIFIED ITEMS WILL NOT BE PERMITTED AND ARE NOT APPROVED BY REASON OF THIS MEMORANDUM EXCEPT WHEN SPECIFICALLY DROUGHT TO THE ATTENTION OF THE ARCHITCCT IN THE CONTRACTORNS OR SUPPLIERQS WRITTEN REQUEST FOR APPROVAL* ALL SUCH ACCEPTABLE DIFFERENCES ARE'OESCRIBED BELOW* ANY EXTRA COST INCURRED BY ANT CONTRACTOR OR SUPPLIER DIRECTLY CAUSED BY ANY VARIANCE or THE APPROVED ITEMS (INCLUDING VARIANCES APPROVED BELOW) FROM THE ITCHS ORIGINALLY SPECIFIED SHALL BE BORNE BY THE CONTRACTOR OR SUPPLIER SEEKING APPROVAL OF THE FOLLOWING SUBSTITUTIONS: CLAUDE A. NASH* ARCHI!liECif BY: 1115 C(-) SECTION C - PART i EXCAVATION, SITE PREPARATION AND GRADING WORK 1NCLIIDD-"THIS CONTRACTOR SHALL IruRNtlSH ALL LABOR AND WATER:AL.S 70 COMPLt1E ALL EXCAVATION, FILLING, GRADING AND PRE !F ARATION OF THE SITE AS SHOWN ON THE DRAWINGS,' HEREIN SPECIFIED, OR EOTH, AS FOLLOWS: SET REQUIRED GRADE STAKES AND BATTER BOARDS AS AP- PROVED BY THE ARCHITECT, EXCAVATE AND BACKFILL AS INDICATED FOR ALL FOUNDATIONS,. FOOTINGS, ETC, REMOVE EXISTING FOUNOATIONS,ETC,, TOEXTIMISKIWIC PERFORM GENERAL EXTERIOR GRADING, CUTTING, AND FILLING REQUIRED TO TRANSFORM THE EXISTING GRADES TO NEW GRADES AS SHOWN ON THE DRAWINGS, FILL TO SUB -GRADES REQUIRED FOR EXTERIOR PLATFORMS, WALKS, ETC, FURNISH AND INSTALL SHORING, BRACING, PLANKING AND CRIBBING AS REQUIRED FOR EXCAVATION AND REMOVAL OF SAME, FURNISH HAND EXCAVATION EXCEPT FOR MECHANICAL AND ELECTRICAL WORK, ALL OTHER WORK NECESSARY OR REASONABLY INCIDENTAL TO THIS PART, 2, EXAMINATION OF SITE —THIS CONTRACTOR SHALL EXAMINE THE SATE PRIOR TO BIDDING AND OBSERVE EXISTING CONDIT:ONSo ALL SITE PREPA— RATION WORK NECESSARY TO PROPERLY CONSTRUCT THE BUILDING AND COMPLETE THE SITE WORK SHALL BE INCLUDED IN THIS PART. 3. EXCAVATION --ALL EXCAVATIONS SHALL BE MADE TO THE PROPER DEPTH WITH THE PROPER ALLOWANCE MADE FOR FLOOR SLABS, PLATFORMS, WALKS, ETC, EXCAVATION SHALL EXTEND A SUFFICIENT DISTANCE BEYOND ALL CON STRUCTION TO ALLOW FOR FORMS AND SERVICES, EXPOSED BEARING SOIL SHALL BE PROTECTED FROM WETTING WHILE THE EXCAVATION IS OPEN, ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE ARCHITECT BEFORE FORMS ARE PLACED, 4, COMPACTION OF FILL --ALL FILLED AREAS TO RECEIVE INTERIOR AND EXTERIOR SLABS SHALL BC COMPACTED, THE VIRGIN GROUND SURFACE SHALL SE COMPACTED IN TH'E MANNER SPECIFIEO rrOR SUBSEQUENT LAYERS OF IFILrU NO BRUSH, SOD; FROZEN MATERIAL, ORGANIC MATERIAL OR STONES LARGItR THEN 6" IN LARGEST DIMENSION SHALL BE PERMITTED IN THiF' F III, ALP. or -37x iF ILL 1.4.'. C: !EED FOR USE MUST V/A ".!I€ THE A,PPROAL Of TVf ARCHITECT. 4P C1-2 EXOAVAT ON, SITE PREPARAT !ON AND GRADING DISTRIBUTION OF FILL MATERIAL SHALL BE SUCK AS TO AVOID FORMATION OF LENSES OR LAYERS or MATERIAL DIFFERING SUBSTANTIALLY FROM AD- JACENY MAT₹RIAL. UNNECESSARY CONCENTRATION OF TRAVEL IN DISTRI- BUTION AND COMPACTION OF FILL SHALL BE AVOIDED, BEFORE ELACit THE SUCCESSIVE LAYER ALL RUTS AND OTHER HOLLOWS MORE THAN 611 DEEP SHALL SE REGRADED AND COMPACTED. AFTER DUMPING, FILL MATERIAL SHALL BE SPREAD BY APPROVED METHODS IN HORIZONTAL LAYERS NOT GREATER THAN 671 DEEP AFTER COMPACTION. THE ':AYIERIAL IN EACH LAYER, WHILE BEING COMPACTED BE ROLLING, SHAL•. CONTAIN THE AMOUNT OF MOISTURE REQUIRED FOR OPTIMUM COM- - PACTlON. WATER MUST BE ADDED AS REQUIRED BY SPRINKLING WITH WATER TRUCK OR HOSES. WHEN THE MOISTURE CONTENT AND CONDITION Off' EACH LAYER IS SATISFACTORY, IT SHALL BE COMPACTED WITH 8 PASSES OF A TAMPER TYPE ROLLER (COMMONLY KNOWN AS SHLEPSFOOT ROLLER). WEIGu4T OF THE ROLLER FULLY BALLASTED SHALL NOT BE LESS THAN 2500 #/I -F. WITH THE APPROVAL OF THE ARCHITECT, A RUBBER TIRE ROLLER OF COMPARABLE WEIGHT MAT BE SU`►STITUTED, PARTICULAR CARE SMALL SE TAKEN TO INSURE COMPLETELY COMPACTED FILL UNDER THE BUILDING AND PLATFORM AREAS. ANT SETTLEMENT OW CONCRETE SLABS SHALL BE THE DIRECT RESPONSIBILITY OF THIS CON- TRACTOR AND HE SHALL MAKE ALL NECESSARY CORRECTIONS AT NO COST TO THE OWNER. F ADEQUATE COMPACTION DOES NOT APPEAR TO HAVE BEEN OBTAINED THE OWNER RESERVES THE RIGHT TO ORpER COMPACTION TESTS, TO BE PAID FOR BY THE OWNER, IF THE RESULTS OF THE TESTS SHOW LESS THAN 90% DE OPTIMUM COMPACTION (STANDARD PROCTOR) THIS CONTRACTOR SHALL PERETRM SUCH ADDITIONAL WORK AS IS NECESSARY TO OBTAIN 90% COM PACT ION AT NO EXTRA COST TO THE OWNER, SUBSEQUENT TESTS REQUIRED SHALL RE PAID FOR BY THIS CONTRACTOR. 5. BACKFILLING--ALL BACKFILL MATERIAL AROUND FOUNDATION WALLS, ETC., SHALL BE FREE FROM ORGANIC NATTER AND SHALL BE PLACED IN 42" HORIZONTAL LAYERS, PROPERLY MOISTENED BUT NOT Pt9DDLED, AND THOROUGH - LT COMPACTED. EXCAVATED MATERIAL SHALL BE USED FOR BACKFILL ING. 6. GRAVEL FILL -'-ALL INTERIOR SLABS ON GRADE SHALL RECEIVE 4" OF GRAVEL WITH SIZE RANGE EQUALLY PROPORTIONED BETWEEN 3/8" AND Jrl IN DIAMETER, 7. GRADING -"DURING EXCAVATION AND FOUNDATION WORK CONTROL GRADING AROUND EXCAVATIONS SO THAT WATER DOES NOT RUN MNTO THE EXCAEATIONS0 FINISHED GRADES SHALL BE BROUGHT 70 GRADE LINES INDICATED ON THE 1I CI -3 EXCAVATION, SITE PREPARAT!ON AND GRADING PLOT PLAN AND AT THE BUILDING, GRADES NOT OTHERWISE INDICATED SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN OR BETWEEN SUCH POINTS AND EXISTING FINISHED GRADES, ABRUPT CHANGES IN SLOPES SHALL BE AVOIDED, ALL ROCKS SHALL BE REMOVED AND PILED WHERE DIRECTED* ANY EXCESS DIRT SHALL BE STOCK- - PILED WHERE DIRECTED BY THE OWNER WITHIN 300 YARDS OF THE POINT OF REMOVAL, ANY OFF -SITE FILL REQUIRED SHALL BE OF THE SAME GENERAL MATERIAL AS BS PRESENTLY ON THE SITE, AND SHALL HAVE THE APPROVAL OF THE ARCHITECT, THE ARCHITECT SHALL INSPECT AND APPROVE FINISHED GRADING FOR PLATFORMS AND WALK AREAS BEFORE FORMWORK IS PLACED, 8, GUARANTY-WARRANTY^^THIS CONTRACTOR SHALL AND HEREBY DOES — ARRANT AND THE GENERAL CONTRACTOR SHALL AND HEREBY DOES GUARAN- TEE THAT ALL WORK EXECUTED UNDER THIS PART WILL BE FREE FROM D[E^ Ts,or MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF THE FINAL CERTIFICATE, THE ABOVE PARTIES FURTHER AGREE THAT THEY WILL, AT THEIR OWN EX- - PENSE, REPAIR AND REPLACE ALL SUCH DEFECTIVE WORK, AND ALL OTHER WORIt DAMAGED THEREBY, WHICH BECOMES DEFECTIVE DURING THE TERM OF THE GUARANTY -WARRANTY. THIS GUARANTY -WARRANTY DOES NOT APPLY TO DEFECTS CAUSED BY THE FAILURE OF THE WORK or OTHERS, IF SUCH DE- v'!F:IXS WERE IMPOSSIBLE TO DETECT AT TIME OF THE EXAMINATION OF THE t4ORK OF THE OTHERS, C2- I SECTION C - FART 2 CONCRETE WORK iNCLWDEO--THIS CONTRACTOR SHALL FURN$SH ALL LABOR, MA- TERIAL AND SERVICES NECESSARY FOR THE COMPLETION OF ALL CONCRETE WORK, AS SHOWN ON THE DRAWINGS, HEREIN SPECIFIED, OR BOTH, AS FOLLOWS: (A) (B) (C.) (D) (E) (r) (G) (H) (I) (J) ALL FORMS FOR CONCRETE. ALL FOOTINGS AND FOUNDATION WALLS, INSTALLATION OF ALL ITEMS EMBEDDED IN CONCRETE, INSTALLATION OF ALL FRAMING, BLOCKING, SLEEVES, INSERTS, ANCHORS, ETC., AS FURNISHED BY OTHER TRADES, ALL PLATFORMS, WALKS, CONCRETE SPLASH BLOCKS, ETC. ALL INTERIOR AND•EXTERIOR SLABS ON GRADE, ALL STEEL REINFORCEMENT INCLUDING WELDED WIRE MESH.. ALL EXPANSION JOINTS INDICATED ADJACENT TO CONCRETE, TESTING OF CONCRETE. AND ALL OTHER WORK NECESSARY OR REASONABLY INCIDENTAL TO THIS PART. 2. PORTLAND CEMENT --PORTLAND CEMENT SHALL CONFORM TO THE "STANDARD SPECIFICATION FOR PORTLAND CEICHT" (A.S.T.i'1., 0-150, TYPE &, LATEST EDITION). 3. WATER --WATER LU0 IN MIXING CONCRETE SHALL BE CLAN AND FREE FROM DELETERIOUS AMOUNTS or ACID, ALKALIES, OR ORGANIC MATERIAL AND SHALL BE POTABLE. 4. CONCRETE AGGREGATES --CONCRETE AGGREGATES SHALL CONFORM TO THE "TENTATIVE SPECIFICATIONS FOR CONCRETE AGGREGATES? (A,S,T,M., C-33, LATEST EDITION), THIS CONTRACTOR SHALL PROVIDE TO THE ARCHITECT A CERTIFICATE OF THE ABOVE CONFORMANCE FOR THE AGGRE- GATE FROM AN APPROVED INDEPENDOW LABORATORY, HE MAXIMUM SIZE OF THE AGGREGATE SHALL BE NOT LARGER THAN ONE- _ FIFTH OF THE NARROWEST DIMENSION BETWEEN FORMS 'OF THE MEMBER FOR W ICH THE CONCRETE IS TO BE USED, NOR LARGER THAN THREE -FOURTHS OF THE MINIMUM CLEAR SPACING BETWEEN REINFORCING BARS. 5. STORAGE OF MATERIALS --CEMENT AND AGGREGATES SHALL BE STORED IN SUCH A MANNER AS TO PREVENT DETERIORATION OR INTRUSION OF FOREIGN MATTER, ANY MATERIAL WHICH HAS DETERIORATED OR VH:CH It AS BEEN DAMAGED SHALL NOT 9E IPSEC FOR C07CRETE AND SHALL BE REMOVED PROW TIME SITE, C2-2 CONCRETE OQ RF:;NMORCCCME T--1±F1NFORC ING STEEL Sit LL £iE NEW BILLET ST''t 1.. 9NTENMEGIATF, GRADE DEFORMED BARS IFS ACCORDANCE WPTH "STANDARD SP6CIFPPCATIONS" OF THE Au5010Mo, A —K5 ,ANC A-305, LATEST EDITIONS° `frs,_CTtD STEEL WORE REINFORCING M9 w'SYd SHALL. BF; s Accon.i?A?ICtL" wtLo TOE ''STutNDARO SPECIFICATIONS" (A050i0M0, A-185, LATEST EDITION), REINFORCEMENT :INIFORCEMENTf SHALE BE or SIZES SHOWN AND SHALE, BE LOCATED AS St1OPUN ON THE DRAWINGS. .,, )lrt)P DRAWINGS^' —THIS CONTRACTOR SHALL SUBP4IT TO THE ACtcHI,.,I_t..l. rON A PROTAI, SHOP DRAWINGS SHOWING PLACING DIMENSIONS, BAR SCNEO t,F`' APO BENDING DETAILS O: All REINFORCEMENT. ALL DETAILING .S',df':?.L BE PH ACCORDANCE WITH THE "MANUAL or STANDARD PRACTICE FOR OETA9LHNG REINFORCED CONY ETE STRUCTURES" (AC:�--35-57)0 8. CONCRETE QUAL TY--ALL CONCRETE SHALL HAVE HININLM COMPRESSION STRENGT6N OF 2500 AT 28 DAYS. MIXINGD CLACING, POURING, REPN— WCI G AND CONSTRUCTIOr. DETA9LS SUALE SE IN ACCORDANt F➢ITX KE — AMERICAN CONCRETE NSTITUTE°S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ( 05010M0, C-94, LATEST EDITION)O 90 .TESTS_ ON CONCRETE --DU LNG THE PROGRESS OF !Tit WORN CONPRES` 4'g:O i TESTS SHALL SC MADE IN ACCORDANCE 'HTH Tfl "STANDARD MfET0NOD OT PEAKING AHD STORING COMPRESSION TEST SPECIMENS Orr CONCRETE ui TKE irIEA,D" (A0Sor„11n cJERRAL DESiIGNAflON: IC -31-33). EACH TEST SCALL ClUBoBT Or TWO LASCRATOR'd CONTROL C?L !INOENS AND ONE F'IE[LD CONTROL T LINOIER, THc %Ut4BIER 01 STANDARD TESTS RttQ90REO'SHALL BE ONE Si`. FOR EA H 50 'YARDS Of CONORETEE POURED OR ON;F SET TOR EACH OAT'S E'DON Ir LESS THAN 50 YARDS AND IF USED FOR EOOT9r9GS AND G4)UEDATOHS, Mgr STANDARD AGE Or TEST SUALL BE 28 DATE? BUIY 7 DAST TESTS S- A'LL 3E MADE AND REPORTCO TO THE ARCH? ECT AS AN 9 MDCATTON Or TMr. RODAULE E1 f_TINATE STRENGTH OF THE CINeRfT'EO AT LEAS T ONE cE!+.tltuDER "r nom 't.FNCO TEST MUST BE RETAINED FOR 28 DAIS BEFORE BRl1AR6FdG° I'N y":. 'L. 1E. CEt 'Nscat TIit AV PAG:r STRENGTH 0, TEE ca u DFRS FOR KAACN TEST FALL} BELOW YWiE REQUINED STR!EFIG7t•ID THE AIEC itiil TECa SHALL NAVE "u'IF RIIGIYTP TO RCOOI .t CO."tr-OR LOAD TESTS TO BE MADE OK THE PORTPONS OF THE BU LDING AFr LTE;3O ALL EXPENSE CCR TRESS ADDITIONAL TESTS SHALL OlE GOR't .E BY TAPS CONTRACTOR, THE CONKTRACFOC SHALL I +APUTAPA AN ACCURATE WRITTEN RECORD OF AL r0m.cR(g?(E OPErAT9ON ^C:LLTDUNG DATES TESTS AND ,tACRTi"Oh! 0Y (L tstk"_TG_ POOPS COVERED B1 EACH UI_sT0 115 C2-3 CONCRETE TESTS SIfALL BE PERFORMED BY AN INDEPENDENT APPROVED TESTING LA80- RATCRY APPROVED BY THE ARCHITECT AND DUPLICATE REPORTS OF SUCH TESTS SHALL BE FURNISHED THE ARCHITECT, THE CONTRACTOR SHALL PAY FOR ALL EXPENSES INVOLVED WITH SAID TESTS, ANY FURTHER TESTS NOT REQUIRED BY THE FOREGOING SHALL BE PAID FOR BY THE OWNER, 10o CONCRETE FORMS --PROVIDE ALL FORMS, SHORING, CENTERING, CORES, MOLES, ETC,, REQUIRED FOR THE PROPER EXECUTION OF ALL CONCRETE WORK, FORMS SHALL CONFORM TO THE SHAPE, LINES, AND DIMENSIONS OE THC MEMBERS AS CALLED FOR ON THE PLANS, AND SHALE BE SUB- STANTIALLY FREE FROM SURPICE DEFECTS, AND SUFFICIENTLY TIGHT TO PREVENT LEAKAGE OF GROUT AND MORTAR, FORMS SHALL BE PROPERLY BRACED OR TIED TOGETHER SO AS TO MAINTAIN POSITION AND SHAPE, ALL FOOTINGS, FOUNDATION WALLS, PADS, ETC., SHALL BE FORMED, FORM TIES APPROVED BY THE ARCHITECT SHALL BE USED, TIES SHALL BE SUCH THAT THEY WILL LEAVE NO METAL CLOSER THAN 3/4„ FROM THE SURFACE AND THEY SHALL NOT BE FITTED WITH ANY LUGS, CONES, WASHERS OR OTHER DEVICE FOR ANY PURPOSE, WHICH WILL LEAVE A HOLE LARGER TRAN " IN DIAMETER, TIES SHALL SE "BROKEN OFF" AT LEAST 3/k" BACK FROM THE SURFACE OF THE CONCRETE AND ALL DEPRESSIONS RESULTING FROM SUCH TIE BREAK -OFF SHALL 8E WETTED THOROUGHLY AND FIRMLG GROUT'WICKED AS IQREIN SPECIFIED. ALL CONCRETE FORMWORK SHALL BE INSPECTED BY THE ARCHITECT PRIOR TO THE PLACING OF ANY CONCRETE, AND THE CONTRACTOR SHALL BE RE- SPONSIBLE FOR NOTIFYING THE ARCHITECT PRIOR TO PLACEMENT OF THE CONCRETE, io EXPANSION JOINTS --:PROVIDE AND INSTALL eX3" OR k" CELOTEX °FLEXCELLII PREMOLDED EXPANSION JOINTS AT INTERSECTION OF ALL IN- TERIOR AND EXTERIOR SLABS ON GRADE WITH VERTICAL WALLS AND ELSE" WHERE AS SHOWN ON THE PLANS, ALL SIDEMAN'S AND EXTERIOR SLABS SHALL HAVE ASPHALT FILLED EXPANSION JOINTS NOT MORE THAN 30' APART, OBTAIN APPROVAL OF ARCHITECT FOR SPECIFIC LOCATION or EXPANSION JOINTS NOT SHOWN ON THE DRAWINGS, I2, PLACING CONCRETE --BEFORE PLACING CONCRETE ALL EQUIPMENT FOR NIXING AND TRANSPORTING THE CONCRETE SHALL BE CLEANED, ALL DEBRIS, ICE AND WATER SHALE BE REMOVED FROM THE SPACES TO BE FILLED WITH THE CONCRETE, FORMS SHALL BE THOROUGHLY WETTED (EXCEPT WHERE AT- MOSPHERF. IS BELOW k4°F,) OR OILED, AND THE REINFORCEMENT SHALL BE CLEANED OF ICE OR OTHER COATINGS. THE PROPORTIONS or AGGREGATE TO CEMENT POR ANY CONCRETE SHALIL Si SUCH AS TO PROVIDE A MIITURE THAT HILL WORIE READNLY. INTO ALL C2-4 CONCRETE CORNERS AND ANGLES Of THE FORMS WITH THE METHOD OF PLACING EMPLOYED, BUT WITHOUT PERMITTING THE MATERIALS TO SEGREGATE OR EXCESS FREE WATER TO COLLECT ON THE SURFACE. CONCRETE WITH A SLUMP OF MORE THAN 5" SHALL NOT BE PERMITTED. MECHANICAL VIBRATORS MAY BE USED BUT THEY SHALL NOT BE USED TO CONVEY CONCRETE AND CONCRETE SHALL NOT BE OVER -VIBRATED. CONCRETE SHALL BE DEPOSITED AS NEARLY AS PRACTICABLE TO ITS FINAL POSITION TO AVOID SEGREGATION DUE TO REHANDLING OR FLOWING. No CONCRETE THAT HAS PARTIALLY HARDENED OR BEEN CONTAMINATED BY FOREIGN MATERIAL SHALL BE DEPOSITED OM THE WORK, NOR SHALL RE^ TEMPERED CONCRETE BE USED. No CONCRETE SHALL BE "FREE -DROPPED" OVER 5'4)". CONSTRUCTION JOINTS NOT INDICATED ON THE PLANS WILL BE PERMITTED ONLY WHEN APPROVED IN WRITING BY THE ARCHITECT. WHERE PERMITTED THEE STALL BE LOCATED AS TO LEAST IM►AIR THE STRENGTH OF THE STRUCTURE. WHEN A JOINT IS MADE, THE CONCRETE SURFACE SHALL BE THOROUGHLY CLEANED, ALL LAITANCE REMOVED AND JOINT^KEYED AS DIRECT^ ED. JOINTS SHALL BE THOROUGHLY WETTED BEFORE THE PLACING OF NEW CONCRETE. THE TOPS OF ALL WALLS SHALL BE BROUGHT TO THE TRUE AND PROPER LEVELS REQUIRED FOR THE PLICING Of OTHER MATERIALS. COP ETE SLABS SHALL MOT VARY MORE THAN I/8" FROM THE SPECIFIED CONTOURS. No CONCRETE SHALL BE PLACED WHEN THE TEMPERATURE IS 35'F. OR LESS EXCEPT WHEN ADEQUATE PRECAUTIONS ARE TAKEN TO INSURE AGAINST FREEZING. SAID PRECAUTIONS SMALL HAVE THE PRIOR APPROYL OF THE ARCHITECT IN EACH INSTANCE. ALL CONCRETE SHALL BE MOIST CURED FOR A PERIOD OF SEVEN (7) DAYS AFTER PLACEMENT. INTERIOR AND EXTERIOR SLABS ON GRADE INCLUDING PLATFORMS AND _ SIDEWALKS SHALL BE OF THICKNESS DETAILED. ALL EXTERIOR PLATFORMS AND INTERIOR SLABS SHALL BE REINFORCED WITH 6X6 IO/IO WELDED WIRE MESH. SIDEWALKS ARE NOT REINFORCED EXCEPT. AS INDICATED. INTERIOR CONCRETE SLABS SHALL BE COVERED WITH I" OF SAND WITHIN 24 HOURS AFTER PLACEMENT. THIS COVERING SAND SHALL BE KEPT DAMP VOR AT LEAST SEVEN (7) DAYS AND SHALL NOT BE REMOVED UNTIL FINISH - U G OF SPACE REQUIRES CLEANING. OTHER SLABS SHALL BE KEPT WET FOR A MINIMUM OF SEVEN (7) DAYS. CURING COMPOUND CAN BE USED: U APPROVED BY THE ARCHITECT, IN LIEU OF SAND. C2-5 CONCRETE 13, FORM REMOVAL --ALL WALL FORMS SHALL BE REMOVED ONLY WHEN CON- - CRETE HAS THOROUGHLY HARDENED, BUT IN NO CASE IN LESS THAN 24 HOURS. IMMEDIATELY AFTER STRIPPING ALL EXPOSED SURFACES OF ERE FORMS, CONOETE WALLS SHALL BE PROTECTED FROM PREMATURE DRYING BY PERIODIC WETTING OR WITH AN EFFECTIVE SEAL COAT APPROVED BY THE ARCHITECT, I1F, CONCRETE FINISHING --ALL INTERIOR CONCRETE FLOOR SLABS SHALL HAVE STEEL TROWEL FINISH. AGGREGATE SHALL NOT EXCEED 111 IN SIZE FOR SURFACES AND SHALL BE FORCED AWAY FROM THE SURFACEBYTAMPING MIEN SPECIAL TOOLS. SLAB SHALL BE SCREEDED WITH STRAIGHT EDGES AND STEEL TROWELED TO A SMOOTH SURFACE, TRUE AND UNIFORM AND FREE FROM TROWEL MARKS, ALL EDGES AND JOINTS SHALL BE TOOLED. SURFACES SNALL BE TROWELED AS MANY TIMES AS REQUIRED TO MAKE A FIRST CLASS, WORKMANLIKE FINISH, DUSTING A SURFACE WITH ORE MA- TFRIAL RS NOT PERMITTED, EXTERIOR PLATFORMS AND WALES SHALL BE FINISHED WITH A LIGHTLY BROOMED SURFACE. EXPANSION STRIPS SHALL BE PROVIDED WHERE SHOWN OR AS :IER£INBEFORE SPECIFIED. PROVIDE TOOLED EDGES AND JOINTS FOR ALL EXTERIOR CONCRETE WORK INCLUDING JOINTS AT EXPANSION JOINTS. 5. SRASH BLOCKS -'PROVIDE AND INSTALL CONCRETE SPLASH BLOCKS WHERE SHOWN AHD AS DETAILED. 16. CONCRETE PATCHING --IMMEDIATELY AFTER REMOVING FORMS, ALL CONCRETE SURFACES SHALL BE INSPECTED, ANY POOR JOINTS, VOIDS, STONE POCKETS, OR OTHER DEFECTIVE AREAS PERMITTED BY THE ARCHI- TECT TO BE PATCHED AND ALL TIE HOLES SHALL BE PATCHED AT ONCE BEFORE THE CONCRETE IS THOROUGHLY DRY. Amv CONCRETE WHICH IS NOT FORMED AS SHOWN ON THE PLANS OR FOR ANY REASON IS OUT OF ALIGNMENT OR LEVEL OR WITH A DEFECTIVE SURFACE SHALL SE CONSIDERED AS BOOT CONFORMING WITH THE INTENT OF THESE SPECIFICATIONS AND SHALL BE REMOVED FROM THE JOB BY THE CONTRACTOR AT HIS EXPENSE UNLESS THE ARCHITECT GRANTS PERMISSION TO PATCH. THE CFFECTIVE AREA, WHICH SHALL BE DONE IN ACCORDANCE WITH WRITTEN INSTRUCTIONS FROM THE ARCHITECT. PERMISSION TO PATCH ANT SHCH AREA SNAIL NOT BE CONSIDERED A WAIVER OF THE ARCHITPCTBS RIGHT TO REQUIRE COMPLE'iE REMOVAL OF THE DEFECTIVE WORK IF THE PATCHING DOZS NOT, IN HIS OPINION, SATISFACTORILY RESTORE THE QUALITT AND APPEARANCE OF THE SURFACE, H 5 C2-6 CONCRETE I7. COOPERATION WITH OTHER TRADES --THIS CONTRACTOR SHALL NOTIFY ALL )THER CONTRACTORS SUFFICIENTLY IN ADVANCE OF PLACING OPER ATIONS TO ALLOW THEM TO PLACE ITEMS OF THEIR WORK THAT ARE TO BE EMBEDDED ON THE CONCRETE, THIS WILL INCLUDE CONDUIT PIPING RUNS, ETC, HOWEVER, THIS CONTRACTOR SHALL SET ALL ITEMS SUCH AS BLOCK- ING, FRAMES, SLEEVES, ANCHOR BOLTS, HARDWARE, DRAINS, ETC „ AS MAY BE FDRNI5HED 70 HIM BY OTHER TRADES, WHO WILL ALSO SUPERVISE THE LOCATION OF THEM, ALL VOIDS LEFT IN THE CONCRETE AROUND INSERTS OF OILIER TRADES SHALL BE GROUTED FULL BY THIS CONTRACTOR ON COO- - OF THE WORK, i8, SETTING EMBEDDED ITEMS -^ALL EMBEDDED ITEMS ARE TO BE CLEAN AND FREE FROM GREASE, RUST OR OTHER FOREIGN MATTER, ALL INSERTS SHALL. BE SECURELY ATTACHED AND ADEQUATELY BRACED TO PREVENT DIS- LOCATION DURING CONCRETING OPERATIONS, CHECK DRAWINGS, SPECIFI- CATIONS AND APPROVED SHOP DRAWINGS FOR LOCATIONS OF ALL ANCHOR BOLTS, DUCT SLEEVES, ETC. 09, CLEANING UP --THIS CONTRACTOR SHALL REMOVE RUBBISH FROM THE PREMISES AFTER EACH DAYS WORK. ALL SURPLUS MATERIAL SHALL BE REMOVED FROM THE SITE, 20. GUARANTY-WARRANTY^^THIS CONTRACTOR SHALL AND HEREBY DOES WARRANT AND THE GENERAL CONTRACTOR SHALL AND HEREBY DOES GUARAN- s TEE THAT ALL WORK EXECUTED UNDER THIS PART WILL BE FREE FROM DE^ FECT:I OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (I.) YEAR FROM THE DATE OF THE FINAL CERTIFICATE, THE I,BOVE PARTIES FURTHER AGREE THAT THEY W?LL, AT THEIR OWN EX- PENSE, REPAIR AND REPLACE ALL SUCH DEFECTIVE WORK, AND ALL OTHER WORK DAMAGED THEREBY, WHICH BECOMES DEFECTIVE DURING THE TERM OF THE GUARANTY -WARRANTY, THIS GUARANTYWARRANT7 DOES NOT APPLY TO DEFECTS CAUSED BY THE FAILURE OF THE WORK OF OTHERS, IF SUCH DE- FECTS WERE IMPOSSIBLE TO DETECT AT TIME OF THE EXAMINATION OF THE WORK OF THE OTHERS, sls5 C3-9 SECTION w - PART 3 MASOtflV WORK INCLUDEO--THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL MASONRY AS SHOWN ON THE DRAWINGS OR HEREIN SPECIFIED* OR BOTH, AS FOLLOWS: ALL BRICK AS INDICATED ON DRAWINGS BY NOTES AND HATCHING. ALL BLOCK AS INDICATED ON DRAWINGS, BUILD IN ANCHORS, CLIPS, LINTELS, BOLTS, FRAMES, FLASH' ING, SLEEVES* ETC., AS PROVIDED BY THE OTHER TRADES. CLEANING OF ALL WORK UNDER THIS PART. ALL OTHER WORK NECESSARY OR REASONABLY INCIDENTAL TO THIS PART. 2. DELIVERY, STORAGE AND HANDLING --ALL MATERIALS SHALL BE SO DELI'/ERED, STORED, AND HANDLED TO PREVENT THE INCLUSION OF FOREIGN MATERIALS AND THE DAMAGE OF THE MATERIALS BY WATER OR BREAKAGE. .PACKAGES OF MATERIALS SHOWING EVIDENCE OF WATER OR OTHER DAMAGE SHALL BE REJECTED. ALL MATERIALS SHALL BE OF THE RESPECTIVE QUALITIES HEREIN SPECIFIED. 3. WATER --WATER SHALL BE CLEAN AND FREE FROM DELETERIOUS MA`" TERIALS AND POTABLE. 4. PORTLAND CEMENTPORTLAND CEMENT SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE AoSol5'oM., C-I5O, TYPE II'@, LATEST EDITION. 5. LIME --HYDRATED LIME SHALL CONFORM TO THE STANDARD SPECIFIa CATIONS OF THE A.S.T.M., C-6, LATEST EDITION. - 6. SAND^ -SAND FOR MASONRY WORK SHALL BE CAPABLE OF DEVELOPING 95% TENSILE STRENGTH or OTTAWA SAND. ill SHALL NOT CONTAIN DELE^ TERIOILS SUBSTNACES EXCEEDING THE FOLLOWING PERCENTAGES: .25 OF I% COAL AND LIGNITE; I% OF CLAY LUMPS; AND I% OF SHALE, ALKALI, COAT- ED GRAINS OR FLAKY PARTICLES. * MORTAR -^ALL MEASUREMENTS ARE BY VOLUME. ALL MORTARS SMALL BE HIGHLY PLASTIC WITH HIGH WATER RETENTIVITY. CEMENT LIME MORTAR SHALL BE USED THROUGHOUT ON ALL MASONRY UNITS AND SHALL BE ( PART PORTLAND CEMENT, I PART LIME PUTTY AND 5 PARTS SAND. PREMIXED MASONRY CEMENT MAY BE USED ONLY IF PRIOR APPROVAL OF THE ARCHI- TECT IS OBTAINED. ALL MATERIALS FOR MORTARS SHALL BE MEASURED S. VOLUME* SAND AND CEMENT MIXED DRY, LIME PUTTY ADDED AHD THEN WATER ADDED TO BRING TO THE PROPER CONSISTENCY FOR USE. No R TEMPERED MORTAR SHALL BE USED. MORTAR SHAL,IL. DEVELOP A MINIMUM 28 DAY STRENGTH or 600 ILBS. PS4 MASONRY 80 {.0 C% -.`ALL VKCIL: BRICK SUALL LDE MARD BURNED C�!Ai BBRICKCON- _ FORMUG TO THE S!TALDARD SP":CIEICAt'0f.7MS or THE AOS,TUM, F--2dn LATEST EDITION. COLD WATER ABSO:FTIOM1 RAIL SHALL NOT EgCE D I0%;0 Ar A. LO'JANCE OF Sl'.{TY DOLLARS ($60,00) P€`R THOUSAND :RICK SMLA 1. s+K 0NCd..L"0LO sf THE BID 'L;WTH A 7'R !!CL ADJUSTMENT BY CtaAMGE ORDER AVI A 7:-8r ()FINER HAS SELECTED THE r R0�r<.0 IHE FORGOINS Sl.';. SHYT. �. 0NCLUDE " ii. y"iRF TC THE JOB SITE AND FAXF;S, U (31AO„46S--nIDLA'L.ATE° OOLLOt1 CONCRC E SOCKS SPAL4- E ?5'ED WHER7VER LITEWIAVE BLOCKS ARE INDICATED O1J IME PLANS Ot S'AILftLO FOR ON TUE pSPEC CFIICATI ONS9 AND SHALL CONFORM 7O STANDARD SNC'PiVWGR- YjOH.i or AoS011O1 &, C -9O LATST EDITION. BLOCKS SHALL 'OE a ;IF C, 6” SIZ£ AND OTnCER SIZES AS SHOWN AND REQUIRED VITA F CKJ tUNDE.RSil 1O ?PM47 3/8' MORTAR JOINiTS, IME"F SHALL BE TRUE AND OF Ai�CLLRATLF XL AGGREGATES SMALL BE THOROUGHLY VIBRATED TO INSURE AN EVEN, !ME 7EXLU'^.ED BLOC F OF NIFORM COLOR. BLOCKS SHALL BF CAST IN RIGID IFORMS AMO STEAM CURED. I�.IIN[ORCIt _PLLrit_7- ALL WALLS T ROLDGlOUT SNAIL BE RElNFOPCLD u C Det)w TIRE JOIN! REINFORCEMENT WHICH SHALL, BE np+JR—0—WAL° taS MADE OF DUR—0-'WAiL PRODUCTS, RICO, OF SYRACUSE, £,u, %'F pOc .tOR�i rAI T .;o HEl _ BE TM;: FROPER WIDTH FOR THE WALL AHD SHALL BE !6A IiD UtR a ?6ei 'flRT"CALL`30 }; tyv.. ±? 4^.JID ISP 2•r' cur L'rr9 r �M COLD WEATHER. DO NOT LAY ON TEMPERATURE BELOW FREEZING UNLESS SUCH LUEATawG OF MAYERBALS IS PR0W0DED FOR AND THE APPROVAL OF THE -' ARCU TECI 95 OBTAINED. ALL PRICK AND BLOCK WORK SHALL BE LAID TRUE TO DIMENSIONS, PLUMS,, SQUARE AND BN BOND OR FROPERLY ANCHORED. ALL COURSES SHALL BE LEVER; WITH JOINTS Oi UNIFORM WIDTH. NO JOINTS SHALL EXCEED SIZE S1"'IEIIIr aEO AND; U' NECESSARY, CL CPITED— COURSES SHALL BE PROV DCC TO LEVEL OFF. ALL UNITS SMALL BE LAID IN A FULL MORTAR BLED WI V31'A SHOED J0ICIT. BONDING FOR ALL WORK SMALL BE COMMON RUNNING BOND EXCEPT AS DETAILED. COURSING FOR BRBCK SHALL BE 3 BR!'CKS AND .J / OaNTS TO 8". Ekocx SHALL COURSE AT COURSES AND JOVNTS u0 16°0 VERTUCAL- JOYNTS IN ALTERNATING COURSES OF BRICK AHD BLOCK SHALL G, FLIIGF EXCEPT AS SHOWN OIMFR\,9lSEo STORY ?OLE MUST BE APPROVED B THE ARfNOTECT L'UE FFOr31Z OROCE,EDL3NG WITH LAVWNG OF tlNT iIA'L COURSE. ALL 1011 DS TIN 8(ASOER'a UUbiDLR 'OEAMS >}',C floNvKG ON MASONRY OMLL'7 SHALL OIL pp FLED SOLDWITH BJI OT48" WIDE FOR A DISTANCE OF AT LEAST' q -6"'D ER'C4CALLF FROMBOTTOM or BEAN, ALL VOIDS UNDER ALL BEARd1AG JOISTS5 A.L_L 07.E Ir aLLL tD A 0945231 Ue4 OF Var no,AN FRO,1 BOTTOFI OV RLASH 2 i'Nti b M5 C.3•3 MASONRY ALL VOIDS INCLUDING BRICK CORE HOLES EXPOSED TO VIEW AFTER BEAMS ARE IN PLACE SHALL BE FILLED WITH MORTAR AND REPOINTED IF MORTAR SHRINKS. .POINTS FOR BRICK AND BLOCK SHALL BE CONCAVE STRUCK JOINTS EXCEPT AS INDICATED OTHERWISE. EXCESS MORTAR SHALL BE CUT FLAT TO THE FACE OF THE WORK AS THE UNITS ARE BEING LAID. JOINTING SHALL NOT BE DONE UNTIL THE MORTAR IS THUMBPRINT HARD, AT WHICH TIME THE JOINT SHALL BE STRUCK WITH A CYLINDRILLAL TOOL I/'8° LARGER IN DIAMETER THAN THE JOINT. PARTICULAR CARE MUST BE TAKEN WITH BLOCK. SMOOTH, NEAT, UNIFORM JOINTS AREMANDATORY. No CHIPPED OR CRACKED BLOCKS WILL BE ACCEPTED. T2. PROTECTION --MASONRY UNITS STORED ON THE JOB SHALL BE ADEQUATELY PROTECTED SO THAT ALL MOISTURE IS EXCLUDED. THE. TOPS OF ALL WALLS SHALL BE ADEQUATELY PROTECTED AT NIGHT AND WHENEVER WORK IS SUSPENDED SO THAT ALL MOISTURE IS EXCLUDED FROM THE WORK. '13. CLEANING AND POINTING --ALL WORK SHALL BE THOROUGHLY CLEANED AND POINTED AS DIRECTED B THE ARCHITECT. JOINTS SHALL BE REGULAR AND UNIFORM WITH ALL "TAILS" AND ROUGH MORTAR REMOVED. JOINTS SHALL BE HONED IF REQUIRED. ALL BRICK WORK SHALL BE CLEANED DOWN WITH STIFF FIBER BRUSHES AND SOAP AND WARER, RINSED WITH CLEAR WAtER. ACID CLEAN DOWN SHALL BE PERMITTED ONLY IN EXTREME CASES, WITH THE PRIOR AP►ROVAL OF THE ARCHITECT. ALL BLOCK WORK EXPOSED TO VIEW SHALL BE THOROUGHLY CLEANED WITH METAL LATH SCRAPERS. NECESSAR7 ADDITIONAL CLEANING WITH METHODS AS DIRECTED BY THE ARCHITECT SHALL BE DONE TO PROVIDE SATISFACTORY APPEARANCE ON EX- - POSED BLOCK WALLS. GUARANTY -WARRANTY --THIS CONTRACTOR SHALL AND HEREBY DOES WARRANT AND THE GENERAL CONTRACTOR SHALL AND HEREBY DOES GUARAN- TEE THAT ALL WORK EXECUTED UNDER THIS PART WILL BE FREE FROM DE- FECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (I) YEAR FROM THE DATE OF FINAL CERTIFICATE. THE ABOVE PARTIES FURTHER AGREE THAT THEY WILL, AT THEIR OWN EX- PENSE, REPAIR AND REPLACE ALL SUCH DEFECTIVE WORK, AND ALL OTHER WORK DAMAGED THEREBY, WHICH BECOMES DEFECTIVE DURING THE TERN OF THE GUARANTY -WARRANTY. THIS GUARANTY -WARRANTY WILL NOT APPLT TO DEFECTS CAUSED BY THE FAILURE; OF WORK OF OTHERS, I SUCH DEFECTS WERE IMPOSSIBLE TO DETECT AT THE TIME OF EXAMINATION OF THE WORK OF THE OTHERS. 115 cli-I SECTION C - PART 4 ROUGH CARPENTRY I. WORK INCLUDED"THOS CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE ALL ROUGH CARPENTRY WORK AS SHOWN ON THE DRAWINGS OR AS HEREIN SPECIFIED, OR BOTH, AS FOLLOWS: (A) COMPLETE WOOD FRAMING INCLUDING WOOD BEAMS, PRI:-IEAB PANEL ROOF DECKING, PLYWOOD FLOORING, STUDS, WOOD CURBS AND CANTS, JOISTS, BLOCKING, BRIDGING, PLATES, HAILERS, ROUGH BUCKS, WOOD GROUNDS, RIGID INSULATION, ETC° (B) CENTERING AND BLOCKING FOR ALL OTHER TRADES INCLUDING MECHANICAL TRADES° (C) ROUGH HARDWARE INCLUDING NAILS, SCREWS, SPLICES, METAL FRAMING ANCHORS FOR JOISTS, AS REQUIRED FOR WORK OF THOS PART AND BOLTS, NUTS, HANGERS, AND WASHERS FOR CONNECTING WOOD FRAMING TO MASONRY, CONCRETE AND STEEL. (o) CONSTRUCTION OFFICE. (c) CUSTODIANSHIP OF THE BUILDING. (F) ALL OTHERWORK NECESSARY OR REASONABLY INCIDENTAL TO THIS PART. 2. MATERIALS INSTALLED IN THIS PART BUT FURNISHED BY OTHERSTNRS CONTRACTOR SHALL INSTALL COMPLETE ALL MATERIALS WHICH SHALL BE FURNISHED BY OTHER TRADES AS HEREIN SPECIFIED AS FOLLOWS: ALL STEEL AND IRON ANCHORS, STRAPS, BRACKETS, CLOPS AND ALL ROUGH HARDWARE NOT INDICATED IN PARAGRAPH fl ABOVE, WHICH IS SECURED TO ROUGH CARPCENWW. 3. LUMBER GRADING --LUMBER HEREIN REFERRED TO SHALL CONFORM TO THE AMERICAN LUMBER STANDARDS, SIMPLIFIED PRACTICE RECOMMENDATION, RV6, LATEST EDITION. GRADES SHALL CONFORM TO THE GRADING RULES OF THE MANUFACTURER15 ASSOCIATION UNDER WHOSE RULES THE LUMBER OS PRODUCED. 4. PROTECTION --ALL LUMBER SHALL BE PROTECTED AND KEPT UNDER _ COVER BOTH IN TRANSIT AND AT THE JOB SITE. MATERIAL SHALL NOT BE DELIVERED UNDULY LONG BEFORE IT OS REQUIRED FOR THE PROPER CONDUCT OF THE WORK. 5. (FRAMING LUMBER, GRADES AND SPECIES --ALL STRUCTURAL WOOD FRAM- ING SHALL BE GRADE AND SPECIES "CONSTRUCTION" COAST REGION KILN DRIED DOUGLAS FIR UNLESS OTHERWISE NOTED BELOW. HEADERS, CLEANTS, TRIMMERS AND BRIDGING SHALL BE COMMERCIAL GRADE AND SPECIES "STANDARD"O ALL JOISTS AND STUDS SHALL BIZ 1500!F. FM�5 C4-2 ROUGH CARPENTRY 6, LAMINATED WOOD BEAMS^^GLIDED LAMINATED WOOD BEADS SHALL BE AS MANUFACTURED BY TIMBER STRUCTURES, INC, ALL LUMBER FOR LAM- INATION SHALL BE GRADED IN ACCORDANCE WITH WEST COAST LUMBERMEN'S ASSOCIATION GRADING RULES No. 15, AND SHALL CONSIST OF STRUCTURAL GRADE COMBINATIONS YO MEET AN ALLOWABLE FIBER STRESS OF 2600 IF, A'i A DRY CONDITION. LUMBER SHALL BE PROPERLY KILN DRIED FOR GLUE LAMINATING AND MOISTURE CONTENT SHALL NOT EXCEED 84%, _ GLUES FOR LAMINATING BEAMS SHALL BE WATER RESISTANT CASEIN -TYPE GLUE, WITH MOLD INHIBITER, CONFORMING TO FEDERAL SPECIFICATIONS t4N 4 -a -'u25. THE MANUFACTURE OF THE UNITS SHALL SE IN ACCORDANCE WITH THE LATEST ISSUE OF THE "TIMER CONSTRUCTION STANDARDS" or 7HE AMERICAN _ INSTOTUTE OF TIMBER CONSTRUCTION AND THE "STANDARD SPECIFICATIONS roR STRUCTURAL GLUED LAMINATED DOUGLAS FIR LUMBER" OF THE WEST CONN LUMBERMO1°S ASSOCIATION„ GRADE SHALL BE "ARCHOTICCTURAL APPEARANCE", THE FABRICATOR SHALL PROVIDE ALL NECESSARY HARDWARE AND METAL SHAPES REQUIRED FOR ASSEMBLY AND ERECTION OF ALL GLUED LAMINATED BEAMS, SUCH METAL SHALL HAVE ONE COAT OF SHOP APPLIED PAINT WITH RUST INHIBITER, THE FABRICATOR SHALL FURNISH (OUR (k) COPIES OF SHOP DRAWINGS FOR APPROVAL AND ALL PIECES SHALL BE PLAINLY STAMPED WITH A COECE- MARK TO CORRESPOND WITH THE SHOP DRAWINGS, THE FABRICATOR SHALL AFFORD COMPLETE PROTECTION FOR ALL FARCE DURING TRANSIT, BEAMS SHALL BE READY FOR CLEAR FINISH BY THE PAINTING CONTRACTOR, ES - 7. ROOF DECK -'—ROOF DECO SHALL BE "TON —PANEL" AS MANUFACTURED Be TIMBER STRUCTURES, NC. IN LENGTHS OF 20°^0" AND WIDTHS or 2°-0". THE PANELS SHALL BE INSTALLED TO SPAN TWO (2) SUPPORTS MOTH (PANEL — END JOINTS OVER THE CENTER OF ALTERNATE SUPPORTS, P4NELS SHALL, BE FORMED OF 2t6 `7Ce. ERiA , FORGER J,OR:IJED AND kN!.TS IfflS₹'L lit rEc AL BOIN _ W3 UF THE u'AFIILS, MoRS IIr L?. 'v OI TENT SNALL E.". O7 iE C EV — Ib%0 DEck SHALL S3E NAILED TO BEAsti7S VI LF 3 30D ?5AL d PEP [OEt PER i3CAM, INSTALL IN ACCORDANCE WITH TIMBER STRUCTURES, INC. DIR ECTIONS, USE CARE TO AVOID DAMAGING PRE-FINISMED SURFACES, - & PLYWOOD FLOOR ING''^WOOD flOORO G SMALL- BE PLY OF 5/8' "PL17S". CORD", I THICKNESS or BU OLDRO_,G PAVER AND II PLY Or k" DV:QA IID3TER+OP UNDE;2LAOMENT L151D PERPEVOOCULAR TO BASE FLY. USE 2x4 BLOCKKG UNDEsi ALL END JOINTS or BASE FLY, III5 (A-3 ROUGH CARPENTRY 9. METAL FRAMING ANCHORS FOR JOISTS --FRAMING ANCHORS FOR FLUSH 4RAMUHG SHALL BE 1NCO-6I-GRIP ANCHORS INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTION. IO. INSULATION --ROOF INSULATION SHALL BE " THICK REGULAR, CELOTEX RIGID .ABOVE -DECK ROOF INSULATION UNCOATED, WITH SQUARE EDGES. AP- - PLICATION INSTRUCTIONS AND SPECIFICATIONS OF THE CELOTEX CORPORATION FOR ASPHALT OR PITCH APPLICATION ON A WOOD DECK ARE HEREBY IN- CORPORATED AS A PART OF THIS SPECIFICATION, N' 1. FRAMING - GENERAL --FRAMING SHALL BE ERECTED TRUE TO LINE, LEVELS AND DIMENSIONS, SQUARED, ALIGNED, PLUMBED AND ADEQUATEL0 BRACED, THE SIZES AND SPACING or BEAMS, JOISTS AND FRAMING MEMBERS ARE SHOWN ON THE DRAWINGS. - THIS CONTRACTOR SHALL DO ALL THE FRAMING FOR ALL PIPES, DUCTS,, ETC., AND NO FRAMING MEMBERS SHALL BE CUT FOR THE PASSAGE OF PIPES, CONDUITS, ETC., UNLESS SO SHOWN ON THE DRAWINGS OR UNLESS THE ARCHITECT'S WRITTEN APPROVAL HAS BEEN RECEIVED. ALL ANCHORS, TIES, BOLTS AND OTHER SIMILAR IRON WORK SHOWN OR RE- QUIR!ED TO PROPERLY CARRY OUT THE FRAMING WORK ARE TO BE SET BY THIS CONTRACTOR. WHERE ANCHORS ARE TO BE BUILT INTO MASONRY, THIS CONTRACTOR SHALL LOCATE SAME FOR MASON TO BUILD IN. 2. STUDDING --STUDS FOR PARTITIONS THROUGHOUT SHALL BE 16" O.C. WITH A TOP AND BOTTOM PLRE AS DETAILED. USE DOUBLE STUDS AND DOUBLE HEADERS AT ALL DOOR OPENINGS, 615E CONTINUOUS BLOCKING AT MID -POINTS OF STUD PARTITIONS OVER 7 HIGH, ANCHOR STUDS ADJACENT TO MASONRY WITH THREE 368"X8" BOLTS 32" Cot. ANCHOR BOTTOM PLATES TO CONCRETE WITH APPROVED SIZE RAM —SET STUDS A MA➢➢1MUM OF 34-O" D.C. OR WITH k"X2" ANCHOR BOLTS 31-0" O.C. 13. BLOCKING --THIS CONTRACTOR SHALL FURNISH AND SET ALL WOOD BLOCKS, PLUGS, STRIPS, ETS., REQUIRED ON SECURING FINISHED YORK OF OTHER CONTRACTORS TO MASONRY OR OTHER MATERIALS. 14. TEMPORARY BRACES --THIS CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL TEMPORARY BRACING REQUIRED FOR ALL DOOR FRAMES, BUCKS, 'VOOD OR METAL DOOR OR WINDOW FRAMES, ETC. 15. GROE!NDS--GROUNDS SHALL BE BROUGHT TO THE BACK or OTHER MA- TERIALS AND SECURED FIRMLY BY APPROVED MEANS.- GROUNDS SHALL DE TRUE; TO LONE;, SPACED ACCURATtLV, PLUMB, STRAIGHT, EVEN AND TRUE TO DI- __ PENSIONS. ROUGH CARPENTRY t6. MISCELLANEOUS -'-PROVIDE AND INSTALL ALL FLOOD ITEMS NOT CLEARLY 'lFdnISH CARPENTRY WORK'r AND ALL %IRK NOT SHOWN AS BEING DONE IN OTHER PARTS AND SECTIONS OF THE SPECIFICATIONS, q. CONSTRUCTION OFFICE--TRIS CONTRACTOR SHALL PROVIDE A CON- STRUCTION OFFICE AS REQUIRED IN THE SUPPLEMENTARY GENERAL CON- - DITIONS OF THE CONTRACT, ALL MATERIALS USED IN THE CONSTRUCTION OFFICE SHALL REMAIN THE PROPERTY Of THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AT THE COMPLETION OF CONSTRUCTION* 18, PROTECTION AND CUSTODIANSHIP --THIS CONTRACTOR SHALL ERECT AND MAINTAIN ALL FENCES, TEMPORARY ENCLOSURES, BARRICADES AND OTHER '- PROTECTIVE MEASURES NECESSARY, AND SHALL ASSUME RESONSIBILITY FOR CUSTODIANSHIP OF THE BUILDING AND MAINTAIN IT UNDER LOCK AND KEY LAS SOON AS AT IS POSSIBLE TO CLOSE IT IN, THIS CONTRACTOR SHALL PROVIDE AND PAT FOR ALL NECESSARY TEMPORARY HEAT AS MAY BE RE- QUIREDFOR WORK IN THE BUILDING. B4 THE PERMANENT HEATING SYSTEM IS USED FOR TEMPORARY HEATING, THIS CONTRACTOR SHALL SE RESPONSIBLE FOR DAMAGE TO THE EQUIPMENT AND COMPLETE CLEANING OF THE EQUIPMENT, SUBJECT TO THE GENERAL CONDITIONS, THE CONTRACTOR SHALL PAY FOR HEAT PROVIDED 0Y THE PERMANENT SYSTEM, 119, GUARANTY -WARRANTY --THIS CONTRACTOR SHALL AND HEREBY DOES WARRANT AND THE GENERAL CONTRACTOR SHALL AND HEREBY DOES GUARAN- TEE THAT ALL WORK EXECUTED UNDER THIS PART WILL BE FREE FROM DE- FECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD or ONE (ii) TEAR FROM THE DATE OF FINAL CERTIFICATE* THE ABOVE PARTIES FURTHER AGREE THAT THEY WILL, AT THEIR OWN EX- PENSE, REPAIR AND REPLACE ALL SUCH DEFECTIVE WORE, AND ALL OTHER WORK DAMAGED THEREBY, WHICH BECOMES DEFECTIVE DURING THE TERM OF THE GUARANTY -WARRANTY. THIS GUARANTY -WARRANTY WILL NOT APPLY TO DEFECTS CAUSED BY THE FAILUREOF WORK OF OTHERS, IF SUCH DEFECTS WENE IMPOSSIBLE TO DETECT AT THE TIME OF EXAMINATION OF THE WORK OF OTHERS. H5 v5- SEC71' 10N C - PART 5 STRUCTURAL STEEL AND M SCELLA,NEOUS IRON WORK NCLfllo--THas CONTRACTOR SHALL FURNISH COMPLETE ALL STRUCTURAL STEEL AND MISCELLANEOUS IRON WORN AS SHOWN ON SHE DRAWINGS OR HEREON SPECIFIED, OR BOTH, AS rovtows: STRUCTURAL STEEL, OTHER IRAN CONCRETE REINFORCING, INCLUDING LINTELS, ANCIiIORS, STRAPS, CLIPS_, PIPE COL'UNNS,.ETC.y ANC ONACCEITS. HAND AM o.; PIPE RAILS, SHOP PAINTING VOR ITEUS HEREeIN° ALL ACCESEARY ACCESSORIES ,.SSTiEUI;as, ETC°, V R II: - STALLING ITEMS SHOWN HIER!EIN° AND ALL OTHER WORN NECISSARi' OR REASONABLY INCIDENTAL TO THIS PART, 20 AOS°T°M° SPECIPICATIous-•-WHERE REFERENCE IS MADE TO A,SO UM° STANDARD SPECIFICATIONS AND 1IHE TEAR Or ADOPTION IS NOT SHOWN,, THE CURRENT STANDARD SHALL APPLY, 3 SHOP DRAWINGS--TH,E CONTRACTOR SHALL SLI SHOP W — ° BABIT SHO, DRAWINGS ON ITEMS A, B AND C IN TRIPLICATE TO THE ARCHITECT FOR APPROVAL BEFORE FABRICATION° It APPROVAL 04 Tin SHOP DRAWINGS BE THE ARCHITECT SNAr_C, ROT RELIEVE THE CONTRACTOR or THE NECESSITY OF FURNISHING Fl;lrV A AND %ORCINANSNIP REQUIRED BY THE DRAWINGS AND SPECIFICATIONS„ NOR Of THE RESPONSIBILITY fOR PROPER CONSTRUCTION Of THE WORN IN” C!! -DING DIMENSIONS ISM STRICT ACCORD?Nc lE WITH CON RA T RCRU;!DC RENTS° *° irEr BADS STRUCTURAL STEEL - STRUCTURAL STEEL -SHALL CONFORM TO ENE STANDARD SPECIFICATIONS FOR STRUCTURAL STEEL FOR BUILDING OE HE AO.5,7,, SERIAL DESIGNATION A-7° FAINT •_ CLEAN ALL SURFACES BEFORE PAINTING, PAINT 7OR SHOP ri,i SHALL BE RED LEAD AND OI'L (20 LB° RED LEAD TO 11 GALLONS LINSEED OIL)° - ALL STEED WORN, ECLPT WHERE ENCASED IN CONCRETE, SHALL BE THOROUGHLY CLEANED AND GIVEN ONE COAT Or PAINT AS sr�t PIII', PAINT SHAr.I_ 5I CE WELL-Y30RI«0 ^I?1") TO JOINTS AND OPEN SF , 5. FABRICATION-erABR,iCAT',1a7+,9 SHALL RC IN ,ACCOR Au;4.:; TI At- _ I'L4CAH E PORTIONS CV THE A°'l„S°Co S'EF •'i' I CAli IOM FOR D7c'i°N, BI15 C5-2 STRUCTURAL STEEL AND MISCELLANEOUS IRON WORK FABRICATION AND ERECTION Or STRUCTURAL STEEL FOR BUILDINGS. EXCEPT WHERE O.Nt RInISE EXPLICITLY SHOWN ON INC DRAWINGS, ALL SHOP CONNFCTIOH5 SHALL BE WELDED. FIELD 'CONNECTIONS SHALL BE DESIGNED FOR BOLTING, DRILL OR PUNCH ALL HOLES IN HENBC'N$ AS REQUIRED FOR BOLTING WOOD AND STEEL, MATERIALS THAT ARE NOT STRAIGHT SHALL BE THOROUGHLY STRAIGHTENED IN THE SHOP BY METHODS THAT WILL NOT INJURE THE MEMBER BEFORE BEING LAID OFF OR WORKED IN ANY WAY, POOR MATCHING OF BOLT HOLES WILL BE CAUSE FOR REJECTION. ALL SHOP WELDS SHALL CONFORM TO THE LATEST AMERICAN WELDING SOCIETY STANDARD FOR ARC WELDING, 6. ERECTION --GENERAL REQUIREMENTS s' CONFORM TO SECTION 7, WHERE APPLICABLE, OF THE A.I,S.C, SPECIFICATION FOR THE ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. FIELD CONNECTIONS 's FIELD CONNECTIONS WELDING IS EXPLICITLY INDICATED. USE BOLTS AND FIT BOLTS WITH SELF-LOCKING SHALL BE BOLTED EXCEPT WHERE DARDELET SELF-LOCKING RIVET NUTS DRAWN TIGHT, WELDING - CONFORM TO AMERICAN WELDING SOCIETYBS CURRENT CODE FOR "FUSION WELDING AND GAS CUTTING ON BUILDING CONSTRUCTION", ALL EXPOSED WELDS ON ARCHITECTURAL STEEL SUCH AS HAND AND PIPE RAILS, ETC,, SHALL BE CONTINUOUS AND SHALL BE GROUND SQUARE, SMOOTH, AND FLUSH, 7. FIELD PAINTING --PAINTING REQUIRED - ONE COAT OM EIIELDS, BOLTS, AND :ALL OTHER FAINT WHERE SHOP COAT HAS BEEN DAMAGED OR REMOVED DURING ERECTION, PAINT - SAME AS SPECI�UICD FOR SHOP COAT. 8. tMISCELLANLOUS METALS --THIS CONTRACTOR SHALL FURNISH ANO VABRUCATE ALL MISCELLANEOUS MEMBERS AS SHOWN ON THE STRUCTURAL FLANS AND ALL BUILT UP OR LOOSE ANGLE LINTELS NECESSARY OVER DOORS, DUCTS, GRILLES, RECESSED EQUIPMENT, ETC, (STUDY HECH- ANICAL DRAWINGS CAREFULLY), LINTELS NOT SHOWN ON ,PLANS SHALL BE AS FOLLOWS: H5 SPANS UP TO SPANS 2.6" SPANS 49-6" SPANS 9-6" SPANS 8A®6" PROVIDE ONE END BEARING 3„_6" TO 49-6" To 5®-6" To 8"-'6" To III -6" C5-3 STRUCTURAL STEEL AND MISCELLANEOUS IRON WORK 34"X3"X4" ANGLES 31"X$"%111 ANGLES ""X377"Xk" ANGLES 5"X3 "X5/16" ANGLES 6"X3 "X5/16" ANGLES ANGLE FOR EACH 4" OF MASONRY SUPPORTED, WITH MINIMUM or 61I. THE STEEL CONTRACTOR SHALL DO ALL NECESSARY PUNCHING OR FITTING IN HIS WORK TO RECEIVE OTHER BUILDING MATERIALS, WHERE INDICATED ON PLANS OR ON SHOP DRAWINGS, FURNISHED BY OTHER CONTRACTORS. COMFLETE INFORMATION FOR SUCH WORK SHALL BE INCORPORATED IN HIS SHOP DETAILS, OTHER CRAFTS SHALL DO THEIR OWN DRILLING OR FITTING ON THE STRUCTURAL STEEL IN THE FIELD IF INFORMATION IS NOT FURN'm ISHED TO THE STEEL CONTRACTOR BEFORE FABRICATION. 9. PIPE RAILINGS --ALL HANDRAILS AND PIPE RAILINGS SHALL BE l₹" O.D. (ILi❑ I.D.) STANDARD WEIGHT MILD STEEL PIPE. MAKE SPLICES BY TELESCOPING SECTIONS OF PIPE OVER A SLEEVE, ANCHOR HANDRAILS WITH BRACKETS AS DETAILED. Lei;). GUARANTY`WARRANTY"-THIS CONTRACTOR SHALL AND HEREBY DOES WARRANT AND THE Gpt:E^AL Co; RAC aon SHALL AND 1IEFEBY DOES GUARAN- TEE TWAT ALL WORK EXECUTED UNDER THIS PART WILL BE FREE FROM DE- FECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (t) YEAR FROM THE DATE OF THE FINAL CERTIFICATE. THE ABOVE PARTIES FURTHER AGREE THAT THEY WILL, AT THEIR OWN EEX— PENSE, REPAIR AND REPLACE ALL SUCH DEFECTIVE WORK, AND ALL OTHER FORK DAMAGED THEREBY, WHICH BECOMES DEFECTIVE DURING THE TERM OF THE GUARANTY WARRANTY. THIS GUARANTY -WARRANTY DOES NOT APPLY TO DEFECTS CAUSED BY THE FAILURE OF THE WORK OF OTHERS, IF SUCH 0E- FECTS WERE IMPOSSIBLE TO DETECT AT TIME OF THE EXAMINATION or THE WORK OF THE OTHERS. C6 SECTION C - PART 6 METAL SPECIALT3ES 10 WORK INCLUDED"THIS CONTRACTOR SHALL FURNISH AND INSTALL, UNLESS OTHERWISE INDICATED, ALL ITEMS SHOWN ON THE DRAWINGS OR HEREIN SPECIFIED, OR BOTH, AS FOLLOWS: (A) (B) (c) (0) METAL DOORS AND FRAMES AND HOLLOW METAL SECTIONS, METAL TOILET PARTITIONS AND ENTRANCE ENCLOSUP-S0 ALL MATERIALS NECESSARY FOR COMPLETE INSTALLATION or YHF FOREGOING ITEMS, SHOP DRAWINGS FOR (A) AND (8)0 2. METAL DOORS AND ENTRANCE FRAMNS"FURNISH AND INSTALL HOLLOW METAL DOORS AS SUPPLIED BY W, RAY CRABS, INC., DENVER. OBTAIN APPROVAL OF EQUALS BEFORE BIDDING, FLUSH DOORS SHALL BE CONSTRUCTED OF TWO FORMED SHEETS OF a6 GA, COLD ROLLED STRETCHER LEVELED STEEL. DUNS SHALL BE RIGIDLY" CONNECTED AND REINFORCED INSIDE WITH IS GA. VERTICAL CHANNEL RE,- INFORCEHENTS RUNNING THE FULL LENGTH OF THE DOOR, APPROXIMATELY 6" 00C, TOP AND BOTTOM OF DOOR SHALL BE CLOSED AND REINFORCED BY CHANNEL MEMBER RUNNING THE FULL WIDTH OF THE DOOR, BOTH EDGES OF THE DOOR SHALL BE JOINED AND REINFORCED THE FULL. HEIGHT WITH A 10 GAS CONTINUOUS STRIP, OFFSET AT HINGE LOCATIONS AND DRILLED AND TAPPED TO RECEIVE HINGES, DOORS SHALL BE MADE FREE OF NT,?!LL IC RING BY USE OF SUITABLE SOUND DEADENING EIATER IAL ° STILES, TOP AND BOTTOM RAILS SHALL BE FORMED OF IS GA0 COLD ROL- ED STEEL, WITH. RS GA. CHANNEL REINFORCING INSERTED THE FULL LENGTH AND WRDflI OF ALL STILES AND RAILS, THIC REINFORCING CHANNELS SHALL BE WELDED TO THE STILES AND TOP AND BOTTOM RAILS WITH CONCEALED ARC MELDS ON 8" CENTERS, TOP RAIL AND STELES SHALL BE 5u wIDE;, BOTTOM RAIL SHALL DE 7" IN DEPTH, HOLLOW STEEL MOULDING FOR ALL GLAZED PANELS SHALL BE OF 20 GA, DRAWN STEEL, DESIGN AS APPROVED BY THE ARCHITECT, MOULDING SHALL BE WELDED INTO A COMPLETE UNIT, INTERIOR SIDE REMOVABLE. DOORS SHALL BE MORTISED, REINFORCED ( O GA.) DRILLED AND YAPPED FOR HARDWARE AS SPECIFIED ELSEWHERE IN ACCORDANCE W-LTH PAPER TEMPLATES OR PHYSICAL HARDWARE FURNISHED BY THE HARDWARE CONTRACTOR, REINFORCEMENT PLATES ARE TO BE PROVIDED FOR SURFACE APPLIED HARD' WARE, ALL FINISH HARDWARE SMALL B.IEAPPLIED IN THE FIELD„ AFTER ASSEHBL 0 ALL DOORS ARE TO BE THOROUGHLT CLeAMIFD AND FINISH- ED. ALL WELDS AND JOINTS SHALL OZ GROUND SMOOTH AND FULLED !,`LUSH N 5 C6-2 METAL SPECIALTIES WITH MINERAL FILLER SO AS TO CONCEAL ALL SEAMS, DOORS ARE TO RECEI;f TWO COATS OF RUST INHIBITIVE PRIMER, BAKED ON, LOOSE GLASS STOPS SHALL BE FORMED OF 20 GA, CHANNEL SECT IONS AND SHALL BE APPLIED WITH SMALL SHEET METAL SCREWS TO STILES AND RAILS, FIXED GLASS STOPS SHALL BE INTEGRALLY FORMED IN THE STILES AND RAILS OF THE DOOR, FURNISH AND ISMTALL PRESSED STEEL DOOR FRAMES FOR ALL OPENINGS AND GLAZED AREAS WHERE INDICATED ON ARCHITECT'S PLANS, MANUFACTUR^ ED IN ACCORDANCE WITH STANDARD DETAILS OF W. RAY CRABS, INC„ DENVER, OBTAIN APPROVAL OF EQUALS BEFORE BIDDING, FRAMES SHALL BE MANUFACTURED OF I6 GAop COLD ROLLED, PICKLED AND ANNEALED STEEL. FRAMES SHALL BE UNIT TYPE WELDED CONSTRUCTION, WITH ALL ANGLES, MOLDS, RETURNS AND MITERS NEATLY WELDED, AND ALL WELD BEADS GROUND SMOOTH FOR FINISHING, FRAMES ARE TO BE PREPARED TO RECEIVE HARDWARE AS SPECIFIED ELSE' WHERE, AND AT HINGE, LOCK, LATCH AND ALL OTHER HARDWARE LOCATIONS, REINFORCING PLATES SHALL BE SPOT WELDED TO THE INNER SURFACE OF THE ',ANDS, HINGE REINFORCEMENTS SHALL BE NOT LESS THAN BO GA, STEEL. ALL OTHER HARDWARE REINFORCEMENTS SHALL BE NOT LESS THAN 12 GA. STEEL, NECESSARY HOLES FOR FIELD INSTALLATION OF HARD' WARE SHALL BE DRILLED AND TAPPED FROM TEMPLATES WHICH ARE TO BE FURNISHED TO THE FRAME MANUFACTURER BY THE HARDWARE CONTRACTOR, _ PROVIDE SUITABLE REINFORCEMENTS FOR SURFACE APPLIED HARDWARE, BUT, NO DRILLING AND TAPPING IS TO BE DONE AT THE FACTORY FOR APPLICA' TION OF SURFACE APPLIED HARDWARE, DOOR STOPS ARE TO BE PUNCHED TO RECEIVE RUBBER SILENCERS SUPPLIED BY THE DOOR CONTRACTOR, SEE HARDWARE SCHEDULE FOR NUMBER OF SILENCERS FOR EACH OPENING. FRAMES SHALL BE PREPARED FOR AND SUPPLIED WITH NECESSARY ANCHORS AS REQUIRED BY WALL CONDITIONS, EITHER FIXED OR ADJUSTABLE.. ANCI,ORS SHALL BE ADJUSTABLE WITH 6" VERTICAL ADJUSTMENTS, FRAMES SHALL BE PROVIDED WITH FLOOR CLIPS SPOT WELDED TO EACH JAMB AND PUNCHED FOR ANCHORING TO THE FLOOR. ALL YRAMES SHALL BE CLEANED FREE FROM SCALE, RUST OR ROUGH SPOTS, AND SHALL RECEIVE ONE SHOP COAT OF RUST INHIBITIVE PRIMER BEFORE SHIPMENT. ALL TOUCH UP OR FINISHED FIELD PAINTING SHALL BE DONE BY FAINTING CONTRACTOR, 3D METAL TOILET PARTITIONS'^'PROVI DE AND INSTALL ALL NE4AE TOILET PARTITIONS AND ENCLOSURES SHOWN ON THE DRAWINGS, PAR IONS END ENCLOSURES SHALL. BE "ACADEMY" 'TYPE COLD -ROLLED $TEFL 7z+GTH EGI;; C6-3 METAL SPEC pALT IES SYNTHETIC ENAMEL 'FINISH AS MANUFACTURED BY THE SANY-METAL PRODUCTS COop INC,, OR EQUAL„ OBTAIN APPROVAL OF EQUALS BEFORE RIDDING. HARDWARE, FINISH AND ALL PARTS SHALL BE STANDARD FOR THE TYPE OF PARTITIONS LISTED ABOVE, THE PRINTED SPECIFICATIONS OF SANT- METAL FOR "ACADEMY" TYPE PARTITIONS SHALL GOVERN THE APPROVAL OF ALL EQUALS, COLORS SHALL BE AS SELECTED BY THE ARCHITECT. 4. GUARANTY -WARRANTY --THIS CONTRACTOR SHALL AND HERE87 DOES WARFANT AND THE GENERAL CONTRACTOR SHALL AND HEREBY DOES GUARAN- TEE THAT ALL WORK EXECUTED UNDER THIS PART WILL BE FREE FROM DE-- FEC1S OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (I) YEAR FROM THE DATE OF THE FINAL CERTIFICATE. _ THE ABOVE PARTIES FURTHER AGREE THAT THEY WILL, AT THEIR OWN EX- PENSE, REPAIR AND REPLACE ALL SUCH DEFECTIVE WORK, AND ALL OTHER WORK DAMAGED THEREBY' WHICH BECOMES DEFECTIVE DURING THE TERM OF THE GUARANTY -WARRANTY, THIS GUARANTY -WARRANTY DOES NOT APPLY TO DEFECTS CAUSED BY THE FAILURE OF THE WORK OF OTHERS' IF SUCH DE- FECTS WERE IMPOSSI!LE TO DETECT AT TIME OF THE EXAMINATION OF THE WORK OF THE OTHERS. 1195 C7 -I SECTION C - PART 7 METAL WINDOWS I. WORK INCLUDED --THIS CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE ALL STEEL WINDOW WORK AS SHOWN ON THE DRAWINGS OR HEREIN SPECIFIED, OR BOTH, AS FOLLOWS: PROVIDE AND INSTALL ALL METAL WINDOWS AND ACCESSORIES INCLUDING BOLTS, CLIPS, ANCHORS; HARDWARE; MULLION COVERS, ETC., NECESSARY FOR A COMPLETE INSTALLATION. SHOP DRAWINGS. 2. METAL WINDOWS -WINDOWS AS INDICATED ON DRAWINGS SHALL BE B ° DEEP SECTION, INSIDE GLAZED, STEEL HORIZONTALLY PIVOTED WINDOWS IN SPECIAL SIZE SCHEDULED ON DRAWINGS AS MANUFACTURED BY THE WILLIAM BAYLEY CO.; OR APPROVED EQUAL. WINDOWS BY OTHER MANUFACTURERS SIMILAR TO THE BAYLEY SECTION WILL BE ACCEPTED UPOtI WRITTEN APPROVAL OF THE ARCHITECT. THE STANDARD PRINTED SPECIFIOWIONS OF THE WILLIAM BAYLEY CO.; FOR MATERIAL AND FABRICATION, AS APPLICABLE, ARE HEREBY MADE A PART OF THESE SPECIFICATIONS. WINDOWS SHALL HAVE ONE (I) SHOP COW OF GRAY PRIMER. HARDWARE SHALL BE AS FOLLOWS: SPRING CATCH AT TOP OF VENTILATOR FOR POLE OPERATION AND STOPS FOR MAXIMUM 6O® OPERATION OF VENTI- LATORS. INCLUDE ONE (I) SECTIONAL POLE OF SUFFICIENT LENGTH FOR PROPER OPERATOR OF VENTILATOR UNITS. PROVIDE. AND INSTALL ALL NON-STRUCTURAL MULLIONS; ALL MULLION COVERS FOR NON-STRUCTURAL MULLIONS, CLIPS, ETC., NECESSARY AND AS SIEOt9N ON THE DRAWINGS. 3. IN STALLAUION"WINDOWS SHALL BE SET PLUMB AND TRUE ON OPF,N- O,'IGS AND ATTACHED TO MASONRY OR STRUCTURAL MEMBERS IN A SECURE; PERMANENT MANNER. CONTACTS BETWEEN WINDOWS AND ADJACENT MATERIALS INCLUDU NG MULLIONS SHALL BE BEDDED AND SEALED IN MASTIC. ADJUST VENTS BEFORE GLAZING. CALKING, GROUTING, GLAZING, AND PAINTING ARE NOT INCLUDED IN THIS PART AND SHALL BE PROVIDED UNDER OTHER ,APPLICABLE PARTS OF THIS SPECIFICATION.. 4. SHOP DRAWINGS --SUBMIT SHOP DRAWINGS IN TRIPLICATrE TO THE ARCHITECT FOR APPROVAL BEFORE FABRICATION. 5. GUARANTY —WA RANDY—"TH:IS CONTRACTOR SHALL AND MEREST DOeS WARRFNT AND THE GENERAL CONTRACTOR SHALL AND HEREBY DOGS GUARAN" e E TAT ALL 4lOREC EX1CU CD UaIDER v dS PART WILL 3Z CATLE FROM DE - III5 C7-2 METAL WINDOWS PEGS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (i) YEAR FROI4 THE DATE OF THE FINAL CERTIFICATiIo THE ABOVE PARTIES FURTHER AGREE THAT THEY WILL, AT THEIR OLIN EX^ PENSE, REPAIR AND REPLA E ALL SUCH DEFECTIVE WORK, AND ALL OTHER WORE DAMAGED THEREBY, WHICH BECOMES DEFECTIVE DURING THE TERM OF THE GUARANTY -WARRANTY, THIS GUARANTY -WARRANTY DOES NOT APPLY TO DEFLECTS CAUSED BY THE FAILURE OF THE WORK OF OTHERS, IF SUCH DLE- FECS WERE IMPOSSIBLE TO DETECT AT TIME OF THE EXAMINATION OF THE WORE OF THE OTHERS. IIN c8 -t SECTION C - PART 8 ROOFING, SHEET METAL AND WATERPROOFING f. WORK INCLUDED --THIS CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS TO COMPLETE ALL ROOFING, SHEET METAL, AND WATERPROOF- ING WORK SHOWN ON THE DRAWINGS, HEREIN SPECIFIED, OR BOTH, AS FOLLOWS: A) ALL, ROOFS AND FABRIC FLASHINGS ROOFED AND FLASHED WITH A 20 YEAR BOND, GRAVEL COATED BUILT-UP HOT PITCH OR BITUMEN ROOF. (B) FLASHINGS, GUTTERS, DOWNSPOUTS, FACIAS, GRAVEL STOPS / OF SHEET METAL, ETC., AS SHOWN. (C) WATERPROOFING OF ALL OUTSIDE SURFACES OF FOUNDATION WALLS (D) ALL OTHER WORK NECESSARY OR REASONABLY INCIDENTAL TO THIS PART. 2. WORK DONE BY OTHERS -"ALL SHEET METAL FLASHING FOR BURBS FOR RODE VENTS, CAP FLASHING FOR ROOF FANS, AND ALL VENT FLASHING SHALL BE BY THE MECHANICAL CONTRACTOR, 3. WATERPROOFING --THE EXTERIOR SURFACE INDICATED ABOVE SHALL RECEIVE ONE (I) COAT OF BARRETT9S "CARBOSOTA" AND ONE (I) COAT OF "SPECIFICATION" PITCH. CLEAN ALL DIRT, LOOSE MORTAR AND CEMENT FROM SURFACE BEFORE WATERPROOFING, APPLY PITCH EVENLY, No CRACKS OR BLISTERS WILL BE PERMITTED, 4. SHEET METAL WORK MATERIAL- "GALVANIZED IRON - "TONGAN" OR ARMCO PRIME 24 GA. UNLESS OTHER GAUGE IS SPECIFIED OR SHOWN. SOLDER - 50-50 LEAD AND TIN, NEW METALS FOR GALVANIZED IRON, OBTAIN APPROVAL OF THE ARCHITECT. FLUX - NON -CORROSIVE AND NON- STAINING TYPE. SHOP PMIT - RED LEAD METAL PRIMER, NAILS AND SCREWS - RUST RESISTANT IN APPROPRIATE SIZES. PLASTIC CEMENT - ELASTIC, WATERPROOF MATERIAL NOT AFFECTED BY LONG EXPOSURE TO EX- T.REaE OUTSIDE TEMPERATURES. CEMENT SHALL PERMANENTLY ADHERE TO METAL AND MASONRY. 5. FLASHING AND FACIA GRAVEL STOPS --PROVIDE AND INSTALL 24 GA. GALVANIZED IRON FLASHING AND COUNTER FLASHING FOR ROOF AND WALL INTERSECTION AS DETAILED AND/OR REQUIRED. FACIA GRAVEL STOPS SHALL BE FORMED AS DETAILED, THE HORIZONTAL APROM SHALL TERMINATE IN A i" FOLDED EDGE TO ENGAGE CLEATS, THE LOWER VERTICAL EDGE SHALL TERMINATE IN A Iii FOLDED EDGE CANTED OUTWARD 450 TO FORM A DRIP EDGE, GRAVEL STOP RISE SHALL BE I° VERTICALLY ABOVE THE EDGE OF THE ROOF, BENT BACK UPON ITSELF AIID C8-2 ROOFING, SHEET METAL AND WATERPROOFING RETURNED UPON THE ROOF AS A FLASHING FOR A MINIMUM OF 4II EXTENDING OVER FIVE PLIES OF THE ROOFING. THE INSIDE HORIZONTAL EDGE or THE FLASHING SHALL BE ATTACHED THROUGH THE ROOFING TO THE ROOF WITH CLEATS, TWO ZINC COATED NAILS PER CLEAT, THE CLEAT METAL SHALL BE BENT BACK OVER THE NAILS, CLEATS SHALL BE 8" APART, THE LOWER EDGE OF THE FACIA SHALL BE HELD SECURE BY A PREVIOUSLY INSTALLED FACE EDGE STRIP OF 20 GA, GALVANIZED IRON IN CONTINUOUS 81-0" MINIMUM LENGTHS WITH ENDS OF EACH LENGTH LAPPED (NOT SOLDERED) 2". FACE EDGE STRIPS SHALL BE SECURED TO WOOD INN WITH NAILS 4" O.C. AND FACIA GRAVEL STOPS SHALL BE LOOSELY LOCKED TO SAME. EXPANSION JOINTS SHALL BE PROVIDED AS DETAILED AT INTERVALS OF APPROXIMATELY 16'-0" WITH A +i" NORMAL CLEARANCE. EACH JOINT MID- WAY BETWEEN EXPANSION JOINTS SHALL BE JOINED FLUSH WITH 24+ GA, BACK'P AND SOLDERED. EXPANSION JOINTS SHALL BE FILLED W:TH AN APPROVED NON -HARDENING MASTIC OR CALKING COMPOUND. FACE NAILING or FACIA GRAVEL STOPS,WILL NOT BE PERMITTED. 6, GUTTERS AND DOWNSPOUTS --GUTTERS AND DOWNSPOUTS SHALL BE FORM- ED AS DETAILED. HORIZONTAL APRON SHALL BE FORMED AND FASTENED AS SHOWN ABOVE FOR FACIA GRAVEL STOPS. EXPANSION JOINTS AS DE- TAILED SHALL BE PROVIDED WHERE SHOWN ON THE ROOF PLAN, DOWN' SPOUTS SMALL HAVE AN ELBOW UNDER THE FLOOR PLATE COVER, DOWN- SPOUTS SHALL BE SECURED TO THE BUILDING WITH i6 GA. BRACKETS SPACED NOT MORE THAN 10' APART AND WITH A MINIMUM OF 2 BRACKETS PER DOVN- SPOU7, 7. P.:;tl:j --THIS ROOF SHALL BE EQUIVALENT TO "BARRETT" SPEC1FI— CATION ROOF TYPE AA -5 PLY, ALL MATERIAL SHALL BE EQUAL TO BARRETT "SPECIFICATION"•MATERIALS. THE PRINTED "STANDARD REQUIREMENTS" OF BARRETT DIVISION OF ALLIED CHEMICAL CORP, FOR ROOFS REQUIRING A BOND ARE HEREBY MADE A PART OF THIS SPECIFICATON. ALL DEFECTS IN SURFACES PREPARED BY OTHER TRADES TO RECEIVE BUILT- UP ROOFING SHALL BE REPORTED TO THE ARCHITECT IN WRITING. THE ARCHITECT WILL CAUSE ALL DEFECTS TO BE REMEDIED. THE COMMENCING OF WORK BY THIS CONTRACTOR INDICATES KOS ACCEPTANCE OF THE SURFACES. ROw atG SHALL BE PERFORMED AS FOLLOWS: (I) LAY ONE THICKNESS OF UNSATURATED FELT WEIGHING NOT LESS THAN 5 POUNDS PER 100 S. FEET, LAPPING THE SHEETS AT LEAST I", 'SHOWER' NAILED TO WOOD 'DECK THROUGH THE RIGID INSULATION. (2) OVER THE ENTIRE SURFACE LAY 2 PLIES OF P5 LB. TARRED FELT, LAPPING EACH SHEET 9" OVER PRECEDING ONE AND NAIL THROUGH FLAT TIN DISKS 9-" OR MORE IN DIANETER AS OFTEN AS IS NECESSARY TO HOLD ON PLACE UNTIL REMAINING FELT IS LAID 1115 c8-3 ROOFING, SHEET METAL AND WATERPROOFING (3) COAT THE ENTIRE SURFACE WITH HOT PITCH OR BITUMEN. (4) OVER THE ENTIRE SURFACE LAY 3 PLIES OF 15 LOS* TARRED FELT LAPPING EACH SHEET 242/3" OVER PRECEDING ONE, MOPPING WITH HOT PITCH OR BITUMEN THE FULL 24'2/3, LAP ON EACH SHEET SO THAT IN NO PLACE SHALL FELT TOUCH FELT, EACH SHEET SHALL BE NAILED THROUGH FLAT TIN DISKS I" OR MORE IN DIAMETER - NOT LESS THAN 2" NOR MORE THPI 6° FROM THE UPPER EDGE AND NOT MDRE THAN 81 APART. (5) OVER THE ENTIRE SURFACE POUR A UNIFORM COATING OF HOT PITCH OR BITUMEN INTO WHICH WHILE HOT, EMBED NOT LESS THAN 400 LBS, OF GRAVEL FOR EACH 100 SQ. FT. GRAVE SHALL BE FROM 4" TO 1n IN SIZE, DRY AND FREE FROM DIRT, PARTICULAR CARE SHALL BE TAKEN TO INSURE A PERMANENT, TIGHT SEAL AT ALE GRAVEL STOPS AND GUTTERS. Two 15 LB. FELTS 12" WIDE SHALL SE MOPPED INTO PLACE OVER GRAVEL STOPS AND GUTTERS AFTER THEY ARE INSTALLED OVER THE 5 PLIES OF ROOFING. AFTER PLIES ARE IN PLACE THE AREA NEAR THE GRAVEL STOPS AND GUTTERS SHALL RECEIVE A SPECIAL FLOOD COATING OF PITCH IN ADDITION TO REGULAR FLOOD COATING BEFORE GRAVEL IS PLACED, ALL ROOF FELTS SHALL BE LAID WITHOUT WRINKLES, BUCKLES, OR AIR POCKETS, No ROOFING SHALL BE LAID DAMP OR IN WET WEATHER. ALt. GRAVEL SHALL BE DRY AND HEATED IN COLD WEATHER, No LESS THAN 150 LBS. OF COAL TAR PITCH OR BITUMEN SHALL BE USED FOR CONSTRU- CTIOH OF EACH 100 SQ, FT. OF ROOF SURFACE. PITCH OR BITUMEN SHALL NOT BE HEATED OVER 400.F. AND SHALL SE APPLIED TO THE ROOF BETWEEN 350'1-. AND 375°F. ROOFING WORK SHALL BE CLEANED OF ALL DIRT, STAINS, AND FOREIGN MATTER UPON COM2LETION AND LEFT IN GOOD CONDITION, SHEET METAL WORK SHALL BE CLEANED AND/OR RUBBED DOWN AS DIRECTED, ROOFING WORK SHALL BE PROTECTED FROM DAMAGE BY WORK OF ALL TRADES AND THIS CONTRACTOR SHALL FURNISH PROTECTION AS MAT BE REQUIRED. 8. GUARANTY -WARRANTY --THIS CONTRACTOR SHALL AND HEREBY DOES WARRANT AND THE GENERAL CONTRACTOR SHALL AND HEREBY DOES GUARAN- TEE THAT ALL WORK EXECUTED UNDER THIS PART WILL 8E FREE FROM DE- FECTS OF MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (I) TEAR FROM THE DATE OF FINAL ACCEPTANCE. THE ABOVE PARTIES FURTHER AGREE THAT ALL ROOFING WORK SHALL BE BONDED WITH A STANDARD BOND AS APPROVED BT THE ARCHITECT FOR A TOTAL PERIOD OF TWENTY (20) YEARS. THE OWNER SHALL BE PROVIDED WITH SUCH BOND BEFORE FINAL PAEMENT WILL BE MADE, C9- t SECTiON C - .PART 9 FlN'iSH CARPENTRY I, WORK INCLUDED --THIS CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE ALL FINISHED CARPENTRY WORK AS SHOWN ON THE DRAWINGS OR HEREIN SPECIFIED, OR BOTH, AS FOLLOWS: (A) (B) (C) (D) (E) Cr) (G) (H) 'M) ,N) (0) ( P) INTERIOR WOOD DOORS AS PER DOOR SCHEDULE AND AS SHOWN ON THE mAWING5, WOOD FRANES COMPLETE FOR WOOD DOORS AS DETAILED, INTERIOR AND EXTERIOR TRIM AND PLYWOOD AS DETAILED, BACK PRIME IN THE MILL ALL WOOD SURFACES TO BE CONCEALED AFTER ERECTION, PROVIDE AND INSTALL ROUGH HARDWARE AS REQUIRED AS FOLLOWS: NAILS, SCREWS, BOLTS AND CONNECTORS, INSTALL COMPLETE ALL FINISH HARDWARE, CUT AND FIT ALL WORK IN THIS PART AS REQUIRED, CHECK ROUGH CARPENTRY PART 4 OF THE SPECIFICATIONS MID INCLUDE HEREIN ALL NAILINGANDFURRING STRIPS, GROUNDS, BLOCKING, ETC., WHICH NlE/fN[YpLUDED IN THAT PART AND WHICH ARE REQUIRED FOR THE WORK OF THIS PART. PROVIDE AND INSTALL ALL WOOD NOT UNDER ROUGH CARPENTRY, PART 4. PROVIDE AND INSTALL FINISHED 5/821 GYPSUM BOARD WALLS AND CEILINGS, PROVIDE AND INSTALL FOLDING DOORS AS SHOWN ON THE DRAWINGS, PROVIDE AND INSTALL SHOWER ENCLOSURE AS SHOWN ON THE DRAWINGS, CALKING, ALL FINISH CARPENTRY PATCHING AS REQUIRED, AND ALL OTHER WORK FOR THE ENTIRE PROJECT NOT SHOWN ELSEWHERE AS BEING DONE BY OTHERS, GUARANTY -WARRANTY. 2, MATERIALS INSTALLED IN THIS PART AS FURNISHED BY OTHERS THISCONTRACTOR SHALL ACCEPT AND INSTALL COMPLETE ALL MATERIALS WHICH WILL BE FURNISHED BY OTHER TRADES AS HEREIN SPECIFIED AND AS FOLLOWS: RECEIVE, CHECK, STORE AND GIVE RECEIPT FOR AND BE RESPONSIBLE FOR MATERIALS RECEIVED, ALL ITEMS OF OTHER SECTIONS AND PARTS CALLING FOR INSTALLATION BY THIS CONTRACTOR, ALL ITEMS NOT SPECIFICALLY SHOWN AS BEING INSTALLED IN OTHER SECTIONS OR PARTS OF THIS SPECIFICATION, dpP5 C9-2 FINnSFB CARPENTRY 3. GRADING FOR LUMBER --LUMBER HEREIN REFERRED TO SHALL CONFORM TO THE AMERICAN LUMBER STANDARDS, SIMPLIFIED PRACTICE RECOMMEN- DATtON R-16, LATEST EDITION. GRADES SHALL CONFORM TO THE GRADING RUL€.S OF THE MANUFACTURER'S ASSOCIATION UNDER WHOSE RULES THE LUMBER IS PRODUCED. 4. PROTECTION --LUMBER AND OTHER CARPENTRY MATERIALS SHALL BE PROTECTED AND KEPT UNDER COVER BOTH IN TRANSIT AND AT THE JOB SITE. MATERIAL SHALL NOT BE DELIVERED UNDULY LONG BEFORE IT IS REQUIRED FOR THE PROPER CONDUCT OF THE WORK. 5. SEASONING --FINISH LUMBER SHALL BE WELL -SEASONED AND KILN' DREG. 6. LUMBER MATER OLS--LUMBER FOR INTERIOR FINISH AND EXTERIOR TRIk INCLUDING FACIAS, UNLESS SPECIFIED HEREIN SHALL BE: SPECIES, IDAHO PINE GRADE "B" OR BETTER. WHERE MATERIAL IS SPECIFIED UNDER SPECIFIC ITEMS HEREINAFTER, SUCH SPECIFICATIONS SHALL GOVERN. FURRING AND GROUNDS SHALL BE N0.3 DOUGLAS FIR. ALL EXTERIOR PLYWOOD SHALL BE DOUGLAS FIR PLYWOOD "PLYSHIELD" WATERPROOF PLY- - WOOD. 7o WOOD DOORS AND WOOD FRAMES --WOOD DOORS SHALL BE MADE IN ACCORDANCE WITH THE "DOOR SCHEDULE" AS TO SIZES AND MATERIALS, AND THEY SHALL CONFORM TO DETAILS WHERE SHOWN OR NOTED° INTERIOR WOOD DOORS SHALL BE SOLID CORE MAHOGANY AS SCHEDULED AND AS ML<NUFACTURED BY "MENGEL" OR EQUAL, SPECIFICATIONS FOR "MENGEL" SOLID CORE FLUSH DOORS SHALL BE CONSIDERED AS A STANDARD FOR CON- SIDERATION OF EQUALS° MATERIAL FOR EXTERIOR WOOD DOORS, FRAMES, AND TRIM SHALL BE IDAHO PINE CHOICE OR BETTER OR WHITE FIR P AND 2 CLEAR. THE FINISH FACES or ALL DOORS SHALL BE CAREFULLY MACHINE -SANDED° WOOD FRAMES SHALL BE MADE AND INSTALLED IN ACCORDANCE WITH THE DETAIoLS. 8. HARDWARE. —THIS CONTRACTOR SHALL INSTALL COMPLETELY ALL HARDWARE FURNISHED UNDER PART 10. Do ALL CUTTING FOR FINISH HARDWARE EEFORE FINISHING IS DONE° AD— JUST ALL HARDWARE 70 OPERATE SMOOTHLY WITHOUT RATTLING„ PROTECT ALL HARDWARE AFTER INSTALLATION. DELIER KEYS FOR ALL LOCKS TAGGED AND PROPERLY IDF4TIYI:£D0 ALL LOCKS SHALL BE MASTERI4 fl D. III5 C9-3 FINISH CARPENTRY 9. MILLWORK --ALL MILLWORK INCLUDING TRIM, DOORS, ETC., AND ALL OTHER WORK REASONABLY CONSTRUED AS MILLWORK SHALL HAVE NOT MORE THAN 6% MOISTURE CONTENT. ALL MILLWORK SHALL BE BACK PRIMED BY PAINTING CONTRACTOR BEFORE INSTALLATION. ALL INTERIOR TRIM AND MILLWORK SHALL BE BUILT AND ERECTED ON A THOROUGHLY WORKMANLIKE AND SKILLED MANNER, EQUAL TO CABINET WORK. ALL WORK SHALL BE CAREFULLY AND ACCURATELY BUILT TO THE SIZES AND DIMENSIONS SHOWN OR NECESSARY TO CONFORM TO ADJACENT WORK OF ANOTHER TRADE. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING OF ALL WOOD AND METAL JANBS, LOQTION OF PIPES, DUCTS, ELECTRICAL OUTLETS AND RELATED WORK; AND FOR THE LINE AND THICKNESS OF ALL WORK. ALL WORK INSTALLED IN AN INCORRECT LOCATION OR TO INCORRECT LINES OR LEVELS SHALL BE REMOVED AND CORRECTLY REPLACED. ALL JOININGS SHALL BE STRAIGHT AND TRUE, CLOSELY FITTED AND SECURELY FASTENED. MITERS SHALL BE ACCURATELY CUT AND FITTED. BASECORNERS SHALL BE COPED* MATERIALS READY FOR FINISH SHALL SHOW NO SAW MARKS, CHATTER MARKS, HAMMER MARKS, GOUGES OR OTHER IMPERFECTIONS AND MUST BE CAREFULLY AND THOROUGHLY SANDED AND LEFT A SMOOTH FINISH READY TO RECEIVE PAINT. ALL GLUEING OF VENEERS, ETC., SHALL BE DONE WITH WATERPROOF GLUE. 80. GYPSUM BOARD WALLS AND CCILING5--FINISH WALLS AND CEILINGS AS SHOWN OR SCHEDULED SHALL BE TAPERED EDGE 5/8" FIRECODE SHEETROCIL OF SIZES SHOWN OR SCHEDULED AND SHALL BE INSTALLED IN COMPLETE ACCORDANCE WITH PRINTED SPECIFICATIONS FOR SINGLE LAYER ONE -HOUR RATING INSTALLATION AS PUBLISHED BY THE UNIITED STATES GYPSUM CO. ALL FINISH GYPSUM BOARD WALLS AND CEILINGS SHALL INCLUDE THE PERF- _ A -TAPE AND PERF-A-TAPE CEMENT SYSTEM OF CONCEALING JOINTS. USE PERF-A-TAPE CEMENT AND PERF-A-BEAD CORNER REINFORCEMENT. WHEREVER GYPSUM BOARD ABUTS WALLS{' CEILINGS, OR SURFACES OF A DIFFERENT MATERIAL, USE "JAMBEX" ¢B4 TRIM. {N,5 9-4 AS_!i GYPSUM 7?OARD hiAt. 5 AND CEILINGS :SCHEDULED AS FINISH s RKAcFs ¶' LL `sNh"f sA SHOOK: F9F:OSU.. ALL. SHALL BE TAPED, JOINTS ANN NAIL, MEADS VIS#Htt. AliLH FIRST COAT OF PAINT SHALL BE REWORKED C4 7w°t6.;3,C"O kC THE SAT5Sr,:.C T'IOt OT A:':7CHITECT:, _;_ra. pO0U7;--.PP0V IDF r.NO 'i ': `... 'A iA`tLt 7,W I. Ei A: SC IZOO 'D °r'-OD:`i?O M iiLi X.-8 w.₹GULAR. V5f•i°+?. COq b:R D !SOLD NG POOR IL SIZE AS SCHEOU `U R Oi:' GAORU S5°nA5.s. €?7 AS SELECTED .iT liNC: ARCi ITE T, ±7 t. R ENCLOS@RREe PROVIDE AND SFSFAiLL ONE (�)tlriSzR SNE; L'NP1 SPKIign O TC #3613 SLOWER .` TAS.?. AS SUPO IED 97 MATHEWS. AND Assof LIkN FR<n INCLuDG: CNROM SOWFR ROD or 59RGPER LENGTH Willy" F7N6 {.^ FOR COMPLETE ONSSALLATOONo LNING--EXTER0OR CAAKING SHAtL CONSIST OF Ch@.'A'NNNG OT ANN CALKING JOINTS BETWEEN WOOD BEAMS A4!O MASONRY, DOOR AND DLHiT VRA4ti'S AND MASONRY OR CONCRETE OR Sfrc o CALK JOINTS BETWEEN SZ!:D 4RAv s AND DOOR U`RAt;%s4 A COMPLETEL,! WEATHER -ME !IN STALLLAI75ON OF CALKING IS INTENDED AND CALKING NrcfsSnARY TO INSURE SUCSII AN TIN- STALL2AIiON S?° v!L O'% O NTER:iOR CA's.0C DHSS SI$AY.1. CONS OST OF CA!LKUG ALL JOINTS BETWEEN `::'A OD DfE�CSS AGOG '^ue;'�ERd A€9D POOR AND kdINIDOW FRAMES AND MASONRY, WOOO OR COMCRf TP' Amp R _ Y+.q i'FU AU OTHER aOO flS AS DETAILED OR Fair rr FsSAP..Y0 CA±KNS COMEOUPD SF/ IL!. COPS IST Or A MATERAL Wt CA F90Lt NO7 WARDACB.0 !: :ir 0 OR rte l $E14,9r.0 d T {,F..7L r, 5J'.tl ES Or JUc. f" o BELOW ZERO AM S' ?r 3'r Lt ZERO, Hi SWILL BC FRE FROM CH S AND OTHER IINGR DO TS .. ;10 Cis ?JOUto 33A 0 H THE MASONRY„ ;17 SMALL BE OF A COLOR APPROV `D iY BUG ARCU lI TG:cT AND OF A CONSISI(E'/C`ii ron USIr AEI II OUR AND SO ArL LV FOR US UNDER PAN( C NS. THE RAM OF THE 4ANU✓LAC T4RERE LbC. UTE CASMG SG COMPOL0ND SNAL B; SUIE`^t57lCD `10 7HE ARCkN' C€;57 FOR Ga IIS APP>RCOVAIL CA%4 NG COl3C'I!ND SP°AALL SE APPLIED BY KANND GCJIdo EI?d IISH OF CAL%." IMO ,SOONTSJ ON FLUSM SURFACES,, SHALL PE NEATLY POINTED F'L S!'v AND rzc s$ HAli.EROA RCC;MsOVTDo ADJACENT MATERIALS WHICH ilAve SEEM OO !! CD SAIAI_L BE CLEANED IMMEDIATELY AND WORN ILiE`T UI A NEAT, rLt-LAN CONDITION. I5 C9-5 FINISH CARPENTRY 1k0 INSTALLATION IN GENERAL""ALL WORK SHALL BE ERECTED PLUMB, TRUE, SQUARE AND IN ACCORDANCE WITH THE DRAWINGS, FINISHED WORK SHALL BE BLIND NAILED INSOFAR AS POSSIBLE, AND SURFACE NAILS SHALL BE SET, WORK SHALL BE SECURELY NAILED TO STUDS, NAILING BLOCKS, GROUNDS, CANTS, FUMING, NAILING STRIPS, ETC, WOOD DOORS SHALL BE TRIMMED AND FITTED TO FIT SNUGGLY WITHOUT BINDING, HARDWARE FOR ALL DOORS SHALL BE FITTED SO DOORS WILL CLOSE WITHOUT FORCING OR RATTLING. HARDWARE CUTS SHALL BE TRUE AND NEAT. '5. GUARANTY -WARRANTY --THIS CONTRACTOR SHALL AND HEREBY DOES WARRANT AND THE GENERAL CONTRACTOR SHALL AND HEREBY DOES GUARAN- TEE THAT ALL WORK EXECUTED UNDER THIS PART WILL SE FREE FROM DE" _ FECTS OF MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (t) YEAR FROM THE DATE OF FINAL CERTIFICATE. THE ABOVE PARTIES FURTHER AGREE THAT THEY WILL, AT THEIR OWN EX- PENSE, REPAIR AND REPLACE ALL SUCH DEFECTIVE WORK, AND ALL OTHER WORK DAMAGED THEREBY WHICH BECOMES DEFECTIVE DURING THE TERM OF _ THE GUARANTY -WARRANTY. THIS GUARANTY -WARRANTY WILLlOT APPLY TO DEFECTS CAUSED BY FAILURE OF WORK OF OTHERS IF SUCH DEFECTS WERE IMPOSSIBLE TO DETECT AT TINE OF THE EXAMINATION OF THE WORK OF OTHERS. 1115 C10-1 SECTION C - PART 10 HARDWARE WORK INCLUDED --THIS CONTRACTOR SHALL FURNISH AND DELIVER TO -' THE BUILDING SITE ALL FINISH HARDWARE A.S. HEREINAFTER SCHEDULED. 2. GENERAL --THE WORK INCLUDED IN THIS PART IS SUBJECT TO THE GENERAL CONDITIONS PRECEDING THESE SPECIFICATIONS AND THIS CON- TRACTOR SHALL BE RESPONSIBLE FOR AND BE GOVERNED BY ALL REQUIRE MENTS THEREUNDER. HARDWARE SHALL BC FURNISHED, DELIVERED TO THE JOB IN THE MANU- FACTI:RERSS ORIGINAL PACKAGES WITH LABELS INTACT. THREE (3) COPIES or A TYPEWRITTEN SCHEDULE SHALL BE SUPPLIED FOR USE BY THE ARCHITECT AND CONTRACTOR IN APPLYING HARDWARE. HARDWARE SUPPLIER SHALL ►ROVIDE TEMPLATES AND DETAILS OF HARDWARE TO MNNUFACTURERS DESIGNATED BY CONTRACTOR. WHERE NECESSARY, SAMPLES SHALL BE FURNISHED FOR FITTING USE IN PREPARING DOORS AND FRAMES TO RECEIVE HARDWARE. PROVIDE TEMPLATES OF ALL APPLICABLE HARDWARE AT EARLIEST POSSIBLE DATE TO METAL DOOR AND FRAME SUPPLIER, 3. HARDWARE SCHEDULE --THE FOLLOWING SCHEDULE IS INSERTED AS A GUIDE TO TYPES OF HARDWARE REQUIRED BUT IS NOT INTENDED TO BE COMPLETE. TWOS CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING ALL NECESSARY FINISHING HARDWARE FOR A COMPLETE INSTALLATION, WHERE _ HARDWARE IS REQUIRED BUT NOT LISTED, IT SHALL BE OF SAME QUALITY, OPERATIONS, AND TYPE AS SPECIFIED FOR SIMILAR SITUATIONS. - THE NUMBERS APPEARING IN THE FOLLOWING HARDWARE SCHEDULE ARE BASIC- ALLY JOHNSON. HARDWARE OF EQUAL QUALITY AND DESIGN WILL BE AC- CEPTABLE, SUBJECT TO ARCHITECT'S APPROVAL. -1- i PR. DOORS A Ext. FR Comm 100 (2) 3 -0x7 -0x1-3/4 HM/MF 3LHR 2 PR. DOORS C EST. FR EXHIBIT 113 (2) 3 -0x7 -0x1-3/4 HM/MF LHR ACTIVE DOOR LHR 9 PR, BUTTS 884101 OBZ 4'+x43 ALL MS 3 EA. EXIT DEVICES 88NL USIO TMS LESS CYL 3 EA. EXIT DEVICES 8801 USIO TMS - 3 EA. Ram CYLINDER 901 USIO MK 6 EA. CLOSERS D REG STD 6 EA. CLOSER BRACKETS D 16 STD _ 3 EA. REM MULLION 9254 T TMs ; ;5 6 EA. 3 Pc. 6 EA. FT. ( EA. CIO -2 HARMARE -I- (CoNyD) FLOOR STOPS THRESHOLD (LATCHTRACK) DOOR SILENCERS WEATHERSTRIP SILL STRIP -2- PR. DOORS B EXT, FR PLATFORM 3 PR* EA. 2 EA, Pc. 2 EA. FT. 2 EA. BUTTS LOCKSET FLUSH BOLTS THRESHOLD DOOR SILENCERS WEATHERSTRIP SILL STRIP DOOR B EXT. FR KITCHEN PR. EA. EA. i Pc. 3 EA. FT. i EA. BUTTS LOCKSET DOOR HOLDER THRESHOLD DOOR SILENCERS WEATHERSTRIP SILL STRIP DOOR B EXT. FR MEETING 4 PR. i EA. EA. i Pc. 3 EA. FT. T F —A. BUTTS LOCKSET FLOOR STOP THRESHOLD DOOR.SBLENCERS WEATHERSTRIP SILL STRIP RN FB19X USIO AL 350 72" GJ61.1 50A 39A 116 (2) 3 -0x7 -0x1-3/4 HM/MF iLHR ACTIVE DOOR LHR BB4101 DBZ 4ix4i ALL MS D7OPD PLY IC) TMS 458810 12" TM'S AL350 72" GJ64 50A 39A -3- 3-0x7-0x1-3/4 HM/MF RHR BB4101 DBZ kix4i ALL MS D51PD PLY 10 x 26 TMS GJ76 SPRAYED Muhl TMS AL 350 36" G-164 50A 39A -4- IO2 3 -0x7 -0x1-3/4 HM/MF LHR BB4101 DBZ 4ix4i ALL ms 051PD PLY 10 TMS FB19X USIO Al. 350 36" GJ64 50A 39A 1115 CIO -3 HARDWARE -5- 1 PR. DOORS D CORR.I00 FR EXHIBIT 113 (2) 3 -0x7 -0x1-3/4 W/\4 *LHR BB4100 DBZ 4kx41 550K USIO 550K x 14 0510 C REG STD 8 x 34 ;60A US10 WB05x usiO 3 PR. BUTTS 2 EA. PUSH PLATES 2 EA. PULL PLATES 2 EA. CLOSERS 2 EA. KICKPLATES I EA. WALL STOP -6- 1 DOOR E CO,R.100 TO WOMEN 104 1 DOOR E CORR.100 TO MEN 105 3 PR. BUTTS 2 EA. PUSH PLATES 2 EA. PULL PLATES 2 EA. CLOSERS 2 EA. KICKPLATES 2 EA. WALL STOPS 2 EA. SIGNS (FORMICA) -7- 3-0x7-Ox1^34 W/W LH 3 -0x7 -0x1-3/4 W/W RH BB4100 CHR 4fx4 550 K USIO 550 K x t4 0526 C Rea AL 8 x 34 I6GA USIO WBO5X US26 1/MEN I/WomeN I DOOR E EXHIBIT 113 To STAIRS 115 3-0x7-oxi-3/4 W/W LH 1 DOOR E EXHIBIT 113 TO STAIRS 117 3 -0x7 -0x1-3/4 W/W RH * I DOOR E STAIRS 115 TO DRESSING RN il4 3 -0x7 -0x1-3/4 w/4J RH * 1 DOOR E STAIRS 1117 TO DRESSING RN 108 3-0x7-Oxl-3/4 W/W LH I DooR E CORR I00 TO HALL 109 3 -0x7 -0x1-3/4 W/W RH • I DOOR E CORR 100 TO JANITOR ,108 3 -0x7 -0x1-3/4 W/W RH * I DOOR E CORR 100 TO OFFICE 101 3 -0x7 -0x1-3/4 W/W RH 101 P. BUTTS 3 EA. LATCHSET *4 EA. LOCKSET 7 EA. FLOOR STOP 1 DOOR P EXHIBIT 113 1 DOOR r EXHIBIT 113 3 PR. Burrs 2 EA. LocxsETs -8- TO SOoR 112 TO ELEC PANEL 2480 DBZ 4x4 AIOS PLY tO x 2-3/4" BS A5IPD PLY ID X 2-3/4" BS FB 3X USIO 2 -0x6 -8x1-3/4 w/w RH 111 2 -0x6 -8x1-3/4 W/W LH 2480 DBZ 4x4 A5IPD Ptv 1.0 x 2-3/4" BS I15 -9- I DOCK E HALL 109 FR KITCHEN tip 1 DOOR E EXHIBIT 113 FR KITCHEN 110 3 PR. 2 EA0 I EA. BUTTS L.00KSETS WALL STOP —10— ALTERNATE #1 4 DOORS G CORR 202 FR EXHIBIT 200-201 DOOR E EXHIBIT 201 To EXHIBIT 200 3 7 PRo 5 EA. BUTTS LOCKSETS —II— DCORS—SwING UP EXT, FR KITtNEN ?1PR o 3 EA. 3 PR. I2 EA. Ir T o 3 EA. BUTTS DOOR HOLDERS SURFACE BOLTS DOOR SILENCERS WEATHERSTRIP SILL STRIP ALUM EDGE BY COUNTERTOP Ii DOOR -SWING UP EXHIBIT Is3 FR PR. I PR i EA. 4 EA. 4 PR, DOORS 8 Pn0 8 EA0 8 EA. BUTTS SURFACE BOLT DOOR HOLDER DOOR SILENCERS K UNDER PLATFORM BUTTS ROLLER LATCH Put. 5 CIO -4 HARDWARE 3 -0x7 -0x1-3/4 W/W RHR 3 -0x7 -0x1-3/4 w/w LHR 2480 DBZ 4x4 A51PD PLY 10 x 26 x 2-3/4" BS WBO5X USIO 3 -0x7 -0x1-3/4 W/W 3-LHR 0x7-0xI-3/4 W/4 RH 2480 DBZ 4x4 A51PD PLY 10 x 2-3/4'_'_BS (2) 7 -4x4 -ox I -3/4 w/M1r (I) 6-4x4-ox1-3/4 W/Mr 2481 DBZ 44x4fr HFP GJ W-1 USIO GJ64 50A 39A x 7-4 CONTRACTOR KITCHEN Y10 6 -6X3 -6X 1-3/4 W/W 2481 DBZ 4kx4i GU( W -I USIO GJ64 4 -3x3 -6x t-3/4 W/4( fLHR 2480 DBZ 4x4 23A5 4477 A5 1-3/4" DOORS U6 @ NIET HARDWARE. MnwE'tvo 2 C# ac Goa. . L?Po Wens 2 mgr# EAST wR. -KecHN § CAD nso DOOR Laae DOORS fr Cz TC 9C6a a! DOORS 2% G, CasavET HMans 25 EA. CkamEr CAtCHES 25 L CB a c FtLTS 2 G, G;ar PUTS LIPPED W,a 535 Cm � S /Z c! 1,477 cm E 0-5 HARDWARE C Y ii — SEC ''ION — PART 1 i GLASS AND GLAZING Q, WORK ?NCLuDk,L'-11HIS CONTRACTOR SII.Lt d"URNISH AU. ABOR AND MATERIALS TO COMPLETE T°riE INSTALLATION Of ALL GLASS AND GLAZING WOR“ SHOWN ON THE DRAWINGS, HEREIN SI^:EC Ir I ED, OR 807K, AS FOL L0 S: ALL GLASS AND GLAZING THROUGHOU'-:T. MIRRORS AND FRAMES. RESPONSIBILITY FOR GLASS BREAKAGE. CLEANING. AND ALL OTHER WORK NECESSARY OR REASONABLY INCIDENTAL TO THE WORK OF THIS PART. 2. MATERIA L HEAVY SHEET GLASS SHALL BE 3/16' THICK HEAVY SHEET GLASS AS RANG^ FACTORED BY LIBBEY-OWENS-FORD, AND KNOWN AS L.O.F. HEAVY SHEET "A" QUALITY. POLISHED PLATE GLASS SHALL BE k" L.O.F. POLISHED PLATE OR EQUAL. QS GLASS DOUBLE STPtCNGTH GLASS SHALL BE AS MANUFACTURED BY LIBBECY- OWENS-FORD, AND KNOWN AS L.O.F. WINDOW GLASS IIAII QUALITY OR (EQUAL. MIRRORS SHALL BE AS MANUFACTURED BY LIBBEOWENS'FORD AND KNOWN AS L.O.F. POLISHED PLATE GLASS #I QUALITY MIRRORS. SIZE SHALL BE $611X2OII. MIRRORS SHALL BE EQUIPPED WITH CHROME PLATED BINDING EDGES AND METAL BACKS. INSTALLATION SHALL BE BY APPROVED MEANS AND MUST BE SECURE. GLAZING COMPOUND FOR GLASS SHALL OE U RENGLAZEII MASTER GLAZING COMPOUND FOR METAL OR WOOD, DEPENDING ON LOCATIONS, AS MANU^ FACTORED BY THE YRIEMCO MANUFACURING COMPANY. 3. DELIVERY AND STORAGE'^MATERIALS SHALL BE DELIVERED WHEN RE- QUIRED FOR USE AND STORED IN A SANE LOCAflON AS DIRECTED. MATERIAL SHALL NOT BE UNPACKED UNTIL PT IS USED. IS. ',h STALLATION OF GLASS"CtT GLASS ACCURATELY FOR OPENINGS AND SET `fITH EQUAL BEARING ONAL EDGES OF PANE OR PANEL..: i!N METAL SASH AND FRAMES, APFLY A THIN LAYER or COMPOUND TO SASH _ AND SET GLASS ON COMPOUND PRESSING UNTIL AN EVEN BED IS SECURED. SECUR'IE WITH METAL SASH CL Ps. Pru FACE CPIPOO D.MOVE ExFZSS COMPOUND FROM BOTH SIDES. 89N1 Li! -2 GLASS AND GLAZING iN EXTERIOR AND INTERIOR METAL AND WOOD DOORS AND BORROWED LITES, APPLY A THIN LAVER OF COMPOUND TO DOOR, SET GLASS AND APPLY A ,HON LAVER TO THE STOPS, SECURE STOPS AND REMOVE EXCESS COMPOUND, 5, LEANING --AT COMPLETION, THIS CONTRACTOR SHALL REMOVE ALL DIRT STAINS, EXCESS PUTTY, ETC., CLEAN AND POLISH ALL GLASS AHD LEAVE WORK IN PERFECT CONDITION. b., GLASS BREAKAGEIIUS CONTRACTOR SHALL BE RESPONSIBLE COR AL t5LAS5 BROKEN BEcAUSE OF FAULTY SETTING AND SHALL REPLACE sAma AT HIS OWN EXPENSE, 7, GUARANTY —WARRANTY --THIS CONTRACTOR SHALL AND HEREBY DOES WARRANT AND THE GENERAL CONTRACTOR SHALL AND HEREBY DOES GUARAN- TEE THAT ALL WORK EXECUTED UNDER THIS PART WILL BE SOUND AND WATERPROOF, FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE ( ) YEAR FROM THE DATE Of THE FINAL CERTIFICATE, THE ABOVE PARTIES FURTHER AGREE THAT THEY WILL, AT THEIR OWN EX- PENSE, REPAIR AND REPLACE ALL SUCH DEFECTIVE WORK AND ALL OTHER WORK DAMAGED THEREBY WHICH BECOMES DEFECTIVE DURING THE TERM Of THE GUARANTYWARRANTY, THIS GUARANTY -WARRANTY WILL NOT APPLY TO DEFECTS CAUSED BY FAILURE OF WORK OF OTHERS IF SUCH DEFECTS WERE IMPOSSIBLE TO DETECT AT TIME OF THE EXAMINATION OF THE WORK OF THE OTHERS, C{lob SECTWN C. - PART t'2 9NIG AND CQUN4 R TOFF) WORK t7ICLUDED--6`H E CONTRACTOR SHALL FURNISH ALL LABOR AIID MATERIAL REQUIRED TO COMPLETE ALL RtiSILIENT FLOOR TLE,SASE AND,TOPS AS SHOWN ON THE DRAWINGS, ON THE SCHEDULE OF INTEROR FINISHES„ OR HEREIN SPECM':BED, OR 80TH, AS FOLLOWS; (A) (B) (C ) ) (C) ALL RESILIENT TILE SHOWN ON DRAWINGS LAID WHERE SHOWN OR SCHEDULED INCLUDING BASE AS SCHEDULED. (NC1UDE AIt METAL EDGING NECESSARY OR SHOWN„ ALL COUNTER TOPS° CLEANING OF ALL TILE, SUBMISSION OF TWO SAMPLES OF ALL MATERIALS TO BC USCG IN ACCORDANCE WITH ARTICLE 8 OF THE GENERAL CONDITIONS. GUARANTY —WARRANTY AND ALL OTHER WORK NECESSARY OR REASONABLY INCIDENTAL 70 THIS PART. 2. ILOOR TILE= —FLOOR TILE SHALL BE 9"x9"XI/S" ARMSTRONG ExC "ELON STANDARD WITH COLORS AS SELECTED BY THE ARCHITECT. TIDE SHALL BE SPT BId STRICT ACCORDANCE WITH MANUFn.CTURER3S WRITTEN IN— STRUCTIONS AND RECOMMENDATIONS. USE S-160 OR Sa9O CEMENT. ( - TABN;aFPROVAL FOR EQUALS. BASE WHERE ARO AS SHOWN OR SCHEDULED SHALL BE 4" OR 2i" YOP SLT RUBBER COVE BASE AS MANUFACTURED BY M CA PRODUCTS, INC. COLORS SHALL SE AS SELECTED BY THE ARCHITECT, T!Lt FLOORING SHALT, BE LAID OVER %URfACCS INSTALLED ST OTUIRR5o INSTMJLATFON SMALL BE IN COMPLETE ACCORDANCE WITH LATEST EDITION or ARMSTRONG INSTALLATION SPECIFICATIONS. 3; _1IiL(E AND BASE LAYING--6aLE SHALL BE ACCURATELY Cfl TO SIZE WITH TRUE, STRAIGHT, SQUARE EDGES, FLAT AND UNIFORM IN THICKNESS. 1lIE COLORS SHALL MATCH THE SAMPLES AS APPROVED AND SHALL BC UNIFORM THROUGHOUT. TILES SHALL BE STRONG ENOUGH TO STAND THE ORDINARY WEAR AND YEAR, CLEANING, AND MOVING OF FURNITURE WITH- OUT PANiAGE OR DENTING, AND TREY SHALL 3E SELL-NEALBNG. TILE SHALL BA ODORLESS ANO NON -SLIP, EVEN WHEN WET. ALL TCLl SHALL Pg6GL '':'!VA NOlf"FAD 'G HNE.RAL PIGMENTS, ASPHALT AND OTHER NECES- SARY AISIER tILLERS AS4D fiLENDIWG AGANTS9 ALL OF WHICH SHALL SE IIN•^�R'. u.IES SHALL BA LV SO AS TO SNSJ?E GOOD r.OtITACT, WITn CLOSE, _ yLF7 ,9D Bf4S A;d0 ltiYti ;: AL K FINISHED SJRiACCH; 4N /." TRUE aLAN !E AN7 _rf140O'H, TllLPZS SHALL Pe L,24P SQUARE CSITH 6'.XBS OF ROOM, l`Ii!TH Tia0TL OF WORDIER Y'ARTrtt"G SLIGHTLY TO IaA it NAIIN FULL SB9. fE I tS _ ITp_D. BORDER YFILE ,"{ALL BE CARRIED IP Fri NAA'uLT Ul1P ,`SR hFAXH 61, , I "ti•:SES, v1€ n UT S r FA,SSE„ AI^2OUNP :•'.SID COLYPINSs . SAPPLiSO U'IA B` CPT TO A,H., ,."T.'.a p £XC;ES. Yv£ , ;#4' Ir TIti C= O!BLV.:t:YS. Cat -2 FLOORUNG AND COUNTER TOPS COVE BASE SNAIL. HE LAID IN AM AMV'L F.. BLED OF ADHESIVE AND FIRMLY ADHERED TO WALL SURFACES IN ALL PLACES. INSIDE AND OUTSIDE CORKERS SHALL BE HEATED AND HEAVILY FILLED. ENDS OF BASE, WHERE EXPOSED, SHALL et NEATLY MITERED WITH ALL VOIDS FILLED WITH MASTIC OF FUOPER COLOR. ADHESIVE FOR ALL. BASE WORK SHALL BE ARMSTRONG S -I12:00 CORLEX CEMENT* 5, SAMPLES -"NO WORK SMALL START UNTIL SAMPLES HAVE BEEN SUB- MITTED AND APPROVED. SAMPLES SHALL BE LABELED STATING COLOR IR SHALE, AND MAKVFACTURERiS NAMES ALL MATERIAL INSTALLED SHALL MATCH THE APPROVED SAMPLES. 6. APPROVAL OF SURFACES TO' RECEIVE WORK --THIS CONTRACTOR SHALL INSPECT ALL SURFACES TO RECEIVE ALL WORK UNDER THIS PART BEFORE COMK NCONG. IN CASE THIS CONTRACTOR FINDS CONDITIONS UNSATIS- tACIORY FOR HIS WORK, HE SHALL NOTIFY THE ARCHITECT OF SAME IN WRITING, WHO WILL CAUSE THE DEFECTS TO BE REMEDIED. STARTING OF WORK BY THIS CONTRACTOR SHALL BE EVIDENCE OF HIS ACCEPTANCE 06 THE SURFACES AS SATISFACTORY. 7, TEMPiERATURE'-ALI. MATERIALS AND SURFACES 70 WHICH TILII IS TO BE APPLIED SHALL se MAINTAINED AT NOT LESS THAN 7O*F. TEMPERATURE FOR 2 HOURS BEFORE APPLYING. 8. COUNTER TOPS --PROVIDE AND INSTALL ARMSTRONG COUNTER CORLOK OR EQUAL COUNTER TOPS WHERE SCHEDULED AND AS DETAILED. COLORS SN,ALL. DE'AS Sn4ECTiC.D BY THE ARCHITECT. COR_ON SHALL BE APPLIED IN STRICT ACCORDANCE WITH THE. MANUFACTURERS PRINTED INSTRUCTIONS. ADHESIVES SHALL BE AS RECOMMENDED PT THE MANUFACTURER* 9. STAIR TREADS -'PROVIDE AND INSTALL MVCA MOLDED RUBBER STAIR TREADS AS DET�OLED FOR STAIRS AS DETAILED, COLOR SHALL SE AS SELECTED BY THE ARCHITECT. W. SHEET RUSSE R -^SHEET RUBBER FOR STAR RISERS AND WALL STRINGERS AS DETAILED SHALL SE CUT FROM No. 500R➢.I/81' THICK SMOOTH FLAT _ RISER MAT-ERIAL tlN WIDTHS REQUIRED AS MANUFACTURED BY THE R. C. MUSSON RUBBER CO,, AKRON. BEVEL TOPS OF WALL STRINGER AND APPLY WITH ADHESIVES AS RECOMMENDED BY THE MANUFACTURER FOR SPECIFIC SACNUIP MATERIALS PROVIDED. it . IL�E VAL EDGING -"AT ALL I.00ATISIMS *MERE EDGES ARE EXPOSED„ P Si STA�2 L PRGIECTIVE ALU INUA FOLISRED METAL EUGIP.IGS tV9TISi F USE€ - IN Cl2-3 FLOORING AND COUNTER TOPS SCerfis SPACED 1211 APART;, SECURE Co •: STRIPS TO CONCRETE %J ?1! ART ANCHOR PLUGS„ 2. CLEANING --AT COMPLETION OF WORK ALL 'PILE SHALL Bil CLEANE=D., AND ALL CEMENT, DIRT OR OTHER FOREIGN SUBSTANCES REMOVED„ 3* ADJUSTMENTS --THIS CONTRACTOR SHALL INSPECT AND MAKE NECES SART ADJUSTMENTS WITHIN 30 DAYS OF THE TIME THAT HEAT IS SUPPED CONTINUOUSLY IN FINISHED AREAS* ALL TILES THAT HAVE NOT "SEAT l" IN A LEVEL PLANE SHALL HAVE HEAT APPLIED LOCALLY AND SHALL or QUICKLY ROLLED. ALL TILES SHOWING BROKEN CORNERS OR FRACTURE LANES ENTIRELY ACROSS THEIR SURFACE SHALL BE WARMED, CAREFULLti REMOVED, AND NEW TILE OF SAME COLOR AND THICKNESS SUBSTITUTED. 14. WARRANT AND THE GENERAL CONTRACTOR SHALL AND HEREBY DOES GUARAN TEETHAT ALL WORK EXECUTED. UNDER THIS PART WILL BE FREE FROM DE FECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE CIS YEAR FROM THE DATE OF THE FINAL CERTIFICATE, GUARANTY -WARRANTY --THIS CONTRACTOR SHALL AND HEREBY DOES THE ABOVE PARTIES FURTHER AGREE THAT THEY WILL, AT THEIR OWN EX- PENSE,, REPAIR AND REPLACE ALL SUCH DEFECTIVE WORK, AND ALL OTHER WORK DAMAGED THEREBY, WHICH BECOMES DEFECTIVE DURING THE TERM OF THE GUARANTY -WARRANTY, THIS GUARANTY -WARRANTY DOES NOT APPLY TO DEFECTS CAUSED BY THE FAILURE OF THE WORK OF OTHERS, IF SUCH DE- FECTS WERE IMPOSSIBLE TO DETECT AT TIME OF THE EXAMINATION OF TIRE WORK OF THE OTHERS* RIu5 c13-1 SECTION C - PART 3 PAINTING AND DECORATING WORK INCLUDED --THE WORK CONTEMPLATED UNDER THIS PART SHALL INCLUDE TEE FURNISHING OF ALL MATERIALS, EQUIPMENT, TRANSPOR- TATON, AND LABOR FOR PERFORMING ALL WORK IN CONNECTION WITH ALL PAINTING AND DECORATING WORK. THE EXTENT OF THIS WORK SHALL IN- CLUDE COMPLETE INTERIOR AND EXTERIOR PAINTING AND DECORATING OF THE BUILDING AS SCHEDULED AND/OR HEREINAFTER SPECIFIED, THE r ot,LonNG LIST IS INTENDED AS A GUIDE OF WORK AND DOES NOT RELIEVE THE CONTRACTOR FROM WORT( OBVIOUSLY REQUIRED FOR A COMPLETE JOB BUT NOT LISTED HEREIN, ALL EXTERIOR WOOD, ALL EXTERIOR SURFACES OF EXPOSED STEEL, MISCELLANEOUS IRON WORK, METAL SPECIALTIES„ ¶4M00W5, DOORS & rRAMEN, ETC. ALL EXTERIOR SHEET METAL WORK, INCLUDING GRILLES, DUCTS, FLASHINGS, GUTTERS, LEADERS, GRAVEL STOP FACIAS, ROOF VENTS, ETC. ALL INTERIOR WOOD. ALL EXPOSED INTERIOR METAL SURFACES WITHOUT FACTORY FINISH EXCEPT AS EXCLUDED BELOW. EXPOSED TO VIEW FERROUS METAL PARTS OF MECHANICAL AND ELECTRICAL EQUIPMENT, REGISTERS, GRILLES, CONVECTOR COVERS, PIPES AND ANY OTHER EQUIPMENT OR PARTS FURNISHED WITHOUT FACTORY FINISH. BACK PRIMING OF ALL WOOD WORK BEFORE INSTALLATION. COMPLETE INTERIOR WALL AND CEILING SURFACES AS SHIC,DUL'ZD, GUARANTY —WARRANTY, 2. WORK ECxciLUDED FROM THIS PART--THESBO' COAT ON STRUCTURAL STEEL, THE SHOP FINISH ON OTHER MISCELLANL40US METAL WORK IN THE BUNI_f)tNG AND OACK^PRIMDNG AS SHOWN ELSEWHERE IN THE SPECIFICATIONS, 3. OTHER SPECIEICATDONS--OTHER SECTIONS AND PARTS OF THIS SPECIFICATION SMALL BE READ AND ANY WORK THAT REQUIRES PAINTING SHAL&. BE INCLUDED AS THOUGH SPECIFIED IN THIS PART IN FULL, WHERE M IMING OR SHOP PAINTING IS NOTED AS BEING DONE BY OTHERS THL; PAINTER SHALL APPLT THE NUMBER OF COATS SPECIFIED HEREIN GN ADDITION TO SUCH SHOP COATS, HE SHALL ALSO PATCH AND CLEAN SUCI1 SHOP COATS BEFORE STARTING HIS WORK. 14, TERIALS AND SUNDER or COATS--GKNERAL RPOOIRENENTS a No NA— TKP ALS OTHER THAN THOSE SPECIFIE£D OR APPROVED ST THE ARCHITECTi SHELL 8F L)KL.tYERED TO THE OU I,TDING, 3418E?. IT 4 COMPETE AST or 5 C 13-2 PAINTING AND DECORATING MATERIALS PROPOSED FOR (SE TO THE ARCS`IITECT FOR APPROVAL. WHEN REQUESTED, SUBMIT COMPLETE SPECIFICATIONS AND SAMPLES. DELIVER MATERIALS TO BUILDING IN THE ORIGINAL UNBROKEN PACKAGE BEARING THE BRAND NAME AND MANUFACTURER'S NAME. STORAGE - A SPACE WILL BE DESIGNATED FOR THE STORAGE OF PAINT MA- - TERIALS BY THE GENERAL CONTRACTOR. THIS STORAGE SPACE WILL BE ADEQUATELY PROTECTED FROM DAMAGE. PAINTS SHALL BE KEPT COVERED AT ALL TIMES AND SAFEGUARDS TAKEN TO PREVENT FIRE, LIAD AND OIL, PAINT - SHALL BE EITHER APPROVED PREPARED PAINT OR JOB MIXED PAINT COMPOSED OF THE FOLLOWING MATERIALS: LEAD PASTE: WHITE LEAD AOS.TOM., D -Si LATEST ADOPTION, FOR "BASIC CARBONATE OF WHITE LEAD". LINSEED OIL: RAW LINSEED OIL AOSOIyOM., D-234 LATEST ADOPTION. TURPENTINE: PURE GUM SPIRITS OF TURPENTINE, AOSOTOMO, D-13, LATEST ADOPTION. DRIER: FEDERAL SPECIFICATION TT-D-65Se PRIMER - ALL NEW EXTERIOR AND INTERIOR WOOD, EXCEPT WOOD THAT IS TO HAVE A NATURAL FINISH, SHALL HAVE ONE COAT OF PRIMING. ALL WOOD TRIM SHALL BE BACK PRIMED BY THE PAINTING CONTRACTOR BEFORE ERECTION. PRIMING COAT FOR. WOOD TO BE FAINTED SHALL BE MIXED tlN THE PRO- PORTIONS INDICATED ABOVE FOR LEAD AND OIL PAINT. ALL IZXPOSED NEW METAL WORK TO BE PAINTED, EXTERIOR AND INTERIOR, WHCRIZ THE SHOP COAT IS NOT FURNISHED, SHALL BE PRIMED WITH A METALLIC PAINT, PXPARED PAINTS AND VARNISHES - SHALL RE PAINTS AND VARNISHES AS NANUVACTURED BY PRATT & LAMBERT, QNC., OR EQUALS, AS APPROVED BY TIME ARCHITECT, THE IOLLOWING SCHEDULE IS INTENDED AS A GUIDE ONLY. ANY SUB- STITUTION MUST BE APPROVED BY THE ARCHITECT. EXTERIOR SHEET METAL COAT NOXIDE RED LEAD PRIMER 2 COATS HOUSE PAINT ALL METAL DOOR FRAMES, DOORS, 1 COAT VIITRALITE ENAMEL UNAIERCOAli WINDOWS, TROUGH COVERS, FTC. '1 COAT VI14RAL9TE ENAMEL EGGSHELL. C13-3 PAINTING AND DECORATING ALL EXTERIOR FOOD 'I COAT HOUSE PAINT EXTERIOR PRIMER 2 COATS HOUSE PAINT 1'NTCRIOR MAHOGANY DOORS ALL uNTERIOR WOOD AND WOOD TRIM WOOD BEAMS GYPSUM BOARD WALLS AND CEILINGS OR WHEN SCHEDULED "ENAMEL" INTERIOR LITEWATE BLOCK INTERIOR METAL (EXCEPT REGIS- TERS, WALL GRILLES, CONVECTOR COVERS, ETC.) I EG I5n RS, MALL GRILLES, CON- VECTOR COPIERS, ETC* S COAT OF CLEAR PASTE FILLER COAT SHELLAC 2 COATS "38" PALE TRIM VARNISH E COAT VI TRAL ITE ENAMEL LNDZECOA1 I COAT VIITRALlTE ENAMEL GLOSS OR EGGSHELL FILL KNOTS, CHECKS, ETC„, AS NECESSARY FOR SMOOTH FINISH I COAT CABOTIS WAX STAIN I COAT VAPEX WALL PRIMER I COAT LYT-ALL FLOWING FLAT I COAT VAPEX WALL PRIMER S COAT CELLU TONE SATIN I COAT PRINAFIL 0 COAT SOLIDEX 1 COAT YNTERIOR TRIM PRIMER I' I'JOT! SHOD PRIMED) COAT VETRALITE ENAMEL GLOSS OR EGGSHELL i COAT IHTERIOR TRIM PRIMER (IF NOT SHOP PRIMED) I COAT V+TRALITE ENAMEL GLOSS OR EGGSHELL STAINED WOOD - ALL WOOD TKAti IS TO BE STAINED SHALL SE DONE IN COMPLETE ACCOR. NCE PRINTED iNSTR14'CTdON OF SAMUEL CABOT, FOR THEIR PRODUCTS, DO ALL NECESSARY! SANDING OF SURFACES TO RECICC:WE STAIN, 5o COLORS --COLORS THROUGHOUT INCLUDING STAINS SHALL BE AS SE- - ILECTED BY THE ARCHITECT, AETCR MANUFACTURER OF PRODUCTS IS SE-.. L ECTEe .AND APPRO Er, THE ARCHITECT 58AiSL EUPPLY THIS cOWTRAa, DR 47P H A ;' OLOR SC'HE RULE oNDICAT ING ALL COLOnS Ak0 THE II? L 0c7LIOnrc. C3 -1I PAtNTING AND DECORA71NG 6. GENERAL --PEEL PAINT SHALL BE EFfftIE.P IN STRICT ACCORD C; Wilk MANUFACTURER'S PRINTED INSTRUCTIONS, PAINT ON EXPOSED STEEL LINTELS SHALT. MATCH ADJACENT BRICK OR BLOCK, 9NLItS5 OTHERWISE DIRECTED BY T4E ARCHITECT, WHERE MATERIAL IS TO BE THINNED, THINNING IS TO BE DONE NN AC' CORDANCE WITH PRINTED DIRECTIONS OF MANUFACTURER, No GASOLINE SHALL BE BROUGHT ON THE JOB OR USED FOR ANY PURPOSE IN CONNECTION WITH THE PAINTING, 7. WORKMANSHIP --WORKMANSHIP SHALL BE OF THE VERY BEST THROUGHOUT WITH ALL MATERIELS EVENLY SPREAD AND SMOOTHLY FLOWED ON WITHOUT RUNS OR SAGGING OF MATERIALS. ALL SAP WOOD AND KNOTS SHALL RECEIVE A THIN COAT OF SHELLAC BEFORE PRIMING, ALL INSIDE AND OUESIOE WOODWORK SNAIL HAVE ALL NAIL HOLES AND IMPERFECTIONS PUTTIED UP AFTER THE FIRST COAT OF PAINT, ALL PUTTY FOR WORK WHERE A NATURAL FINISH IS CALLED FOR SHALL MATCH THE COLOR or THE FINISHED WOODWORK„ fF ANY SURFACES ARE NOT IN PROPER CONDITION FOR PAINTING,, THE CONTRACTOR SMALL NOTIFY THE ARCHITECT BEFORE PROCEEDING WITH THE WORK; OTHERWISE THIS CONTRACTOR SHALL BE HEED RESPONSIBLE FOR ANY POOR WORK CAUSED BY IMPROPER SURFACES, ALL MATERIAL SHALL BE APPLIED IN ACCORDANCE WITH THE PROSPECTIVE MANU^ FACTURERAS RECOMMENDATIONS, ALL SURFACES TO WHICH PAINT IS TO RE APPLIED SHALL BE DRY AND CLEAN, No OUTSIDE PAINTING SHALL BE DOME IN EXTREME COLD, FROSTY„ FOGGY, OR DAMP WEAThMER, No PAINTING SHALL BE , DONE IN DhST�r IF REQUIRED BY ROOKS, THE ARCHdTEtT, THE PAINTER SHALL SPRINKLE FLOORS TO LAY THE DUST. PAINTING DONEIN WINTER 'WEATHER SHALL BE DONE DNB' WHEN 7INE TEMPERATURE IS 50°F, OR OVER, AND ALL suRytkors ELV DRY, BEFORE PRIMING, ALL SURFACES SHALE SE THOROUGHLY CLEANED ,Oi ALL DIRT, Oh GREASE, RUST, SCALE AHD OTHER FOREIGN MATTER, THIS i.E EANING SHALL BE DONE WITH SANPPAPER, STEEL SCRAPER OR WIRE BRUSHES WHERE NECESSARY, BEFORE APPLYING PAINT TO ANT METAL SQRnA‘,ES THAT HAVE A SHOv C0AT, SUCH SURFACES SHALL FIRST OE WMiur.ED t1B419 A SOLUTION Qt' 6 OPn OF COYPER ,CETATE TO ONE GALLON OF WA¢;R, 8. :^CAFEOLDING...THE PAINTING CONV'RACeOR SHALL PROVIDE ALL SCAFFOLDING, STAGING „ ETC,≥,, s: i': QUIREP UR TEE PROPER EXECUTION or HIS WERE, 9. FRo c f & ous C0gTRA «R SALL TURSH AND LA t DRCV ttO?ES V R AL RAs ti*; R e P 9 t 'ti$a 5 RENA 00E, ;t FRQTiECr rt.c.TRR ARD FAMONG AND DE(0RAMNG _ 4e ,f, Gt 'WORE. ER -:AM DAMAGE OARING TNT FIWITICU. ION Ok UIS WORF0 CILL RAGS ANN WASTE MOST SE REMOVED FRON T . tU.ILOUNG EV ERV NIGHT AND UNDER ND CIRCUMSTANCES SHAD BE ALL Ta TO ACCUMULATE, ING CONTRACTOR SHALL SF PESFUUSINLE FOR ANT' DAMAGE DOta> WOQ/d OFOTHER CONTRACTORS, AND !SHALL EITHERi'CER.RItiAT t:py . Ldoi S°- TO RE CORRECTED ALL SUCH DAMAGE AND SHALL BEAR ALL CQ57$ i0, G UF--AT THE COMPLETION OF T7ilT WORM, THIS CONTRLSFOq SNALt CLAN OEF ALL PAINT SPOTS, OIL AND STAINS FROM FLOORS, WALL WOODWORK, GLASS, HARDWARE, ICTCn, AND LEAVE IDE ENTIRE. F LDING IN PERFECT CONDITION AS TAR AS HIS YORK IS M2' RtsIFO. (a!i Ajm, �',: �t'ARRAHTY--TiHES CONTRACTOR SNAIL ONO IT iTRE'RN OOLS WARRANT f UD THE GENERAL CONTRACTOR DOES GUARANTEE TAT ALL WORE I{Ct `i o UNDER YNIS PART WILL St F'RE'E FROM DETECTS OIL WDERIALS AEG FOR4VANSFIF .FOR A PERIOD OF ONE; `t) TEAR FROM TN' DATE Or CE T 11ICAVt:, I:k AUOV PARTIES F0RTNER AGNEC THAT THEY WILL Al FF4ETi OWN E'X- FENSC;: RENAIR AND R -Z LACE ALL SUCF DETECTIVE WORK, Ata'D ALL Oi,1g OR.c D4•NAGEO YMEDEBEs WHICH DECO$zS DE+:,C;TI"dM1 DURING THE 'i; ;EPA ,ac= TUE GOAR NTV—WARRANYT, THIS GUARAI57Y—WARRANTY WILL NOT Aifl L t TN r F. -2T5 TAUSf.D BN THE FAIUVRR OF WFRiC OF OTHERS, IF SC X DEFECTS WERE INFOSSIB9_E TO DETECT AT THE TINE OF E'XAMINAA,ION Cr THE WORE Or OTHERS. Di - SECTION O — PART - AT ANC ENT ILAT 1 ; I. fzEN RAP.. --THE. GENERAL CONDITIONS AO ,3UPP!.. Et ENTAP ;r GENERA Cont SONS APPL'3 TO ALL !WORK DOUG, &D DrR THIS SPEC I C 1 E 6A`d 'i ON 2 Scto% o'_WORI —A WARM AIR L'GUDf'r'LO''r p'0R.NAo�;Ep VIIN GOC! WORK ND REGISTERS SKALL BE U4STA.LLED0 GAS TIRED 9.9NaY HEATERS A RANGI 3sOOD AND EXHAUST PAN AND TOILET EXH.AUS;1 FANS 5 r,ALL 6E INSTALO. NS6Fb IC H'EOT INFORMATION MUST SE R".PORIo TO T3"IIE, ARc ,`iiEc? eftvoR SUBMITTIOG A BID, THE CONTRACTOR'S BID WILL BE CONSYRUED AS AN AGREuLRENT TO COMPLETE TVE WORTS hf s `ROUT ADDITIONAL COS? TO T. OWNER. 36 CODS AND CR01N NCE5---COMPL'd 4gTM LOCAL CODES AND ORDINANCES U Fc FE'CT AT SDTEO 4. i°°SlT,;rR iALS AND EQUIPMENT --FOLLOW DET A 1 .5 AND aN5$R�'CTilONS Oi►- MANalEACTURERS0r`' THE EQt"PMENT USED. MANUFACTURER'S NAMES 4P Tmcn SeECFU..ATI NS IfsSTAk3I,1SI4 TTF'F.S, RATINGS AND QYAL I TT OF T 'E E u t Ph,f<:Nt; UPON WRITTEN APfPRO4AL DIF THE ARCHITECT,, COALS ARC ACL"EP SA131.Eo 5. WoRg B1 OTHERS --AL w rP r PIG FOR TE FURNACE, I N a T HEA n las Ad O EMVAST FAN AND NHERNOSA7S APO FURNACE CO TRLS ARE BY TCE E,— L!F,CYRoCAc_ CONTRACTORIMERI OSTATS SHALL SE SET AS D'eR CTEDO_ 6 EXAMaNATON Of PR'MISES--ASCt5RTAa c i5TUG coNOdTnoNS K'RaoR 'O BaDDFIG. No EXTRAS nd 1THESC CONDCTIONS. LL BE AL OWEP FOR LACK OF KNOULEDGE OF 70 Pt:js--ORAWING5 ARL DIAGRANMAT C6 EXACT LOCATIONS or E'iLE'MLHT'S OF TE S"rSTEMp MEASUREMENTS YOR f aL 7T i i4G AND O ,a MENS EONS Or EQUIP — SHALL ac DETERM,1NED AT STYE AND ?RO4 EQVIP'M NTO MSES`e'IGA'Z'E SPACE REQAIaREF9r1TS 0!F (ROFC"S'D HATERIAP. TO SE feRNISB1EL PRIOR TO ORDERING. 80 GU RANYE —_ GUARANT f' A. EQt9 F PMEtAl I ,r PARTS AND Fa►ORXi4ANSH I P TO B &'RFC FROM DEFECT i OR A PED IOC OF ONE y 1 ) YEAR FROM DATE OF ' — CEPTA,NE: OF THE SYSTEM AS A WHOLE. 0IR U G $0tH PERIOD PROD PT'T 'r ORNJ SH AL LAC E-ME:N S SER arF AND ADJUSTMENTS WHICH MA BZ REQV ,q RED 1115 D1-2 HEATING AND VENTILATING 9. WARM AIR FURNACE --FURNISH AND INSTALL A DOWN FLOW GAS -FIRED WARM AIR FURNACE, WITH CASING FOR FUTURE COOLING SECTION. UNIT SHALL HAVE A SEA LEVEL INPUT RATING or 125,000 BTU PER HOUR, AND SHALL BE COMPLETE WITH THERMOSTAT, HIGH^LIMIT CONTROL, FAN CONTROL, FILTER, BLOWER, AND ₹ HP, 2 -SPEED MOTOR, FURNISH 2 SPEED SELECTOR SWITCH. UNIT SHALL BE MUELLER 1113-125-50 OR EQUAL.. FAN SHALL HAVE A CAPACITY OF 0675 GEM AT HIGH SPEED AT 0.3" STATIC PRESSURE. GAS CONNECTION SHALL BE AS SPECIFIED UNDER "PLUMBING". INSTALL -' VENT PIPE AS SPECIFIED UNDER PARAGRAPH "VENT PIPES". I0. UNIT HEATERS --UNIT HEATERS, AS SHOWN IN SCHEDULE SHALL BE COMPLETE WITH 100$ GAS SHUT-OFF, STAINLESS STEEL BURNER AND EX- CHANGER AND DRAFT DIVERTER. INSTALL VENT PIPES AS SPECIFIED UNDER PARAGRAPH "VENT PIPES". GAS CONNECTION SHALL BE AS SPECIFIED UNDER "PLUMBING". FOR EACH UNIT HEATER FURNISH A THERMOSTAT SUSPENDED FROM UNIT I°-0" WITH CONDUIT AND MOUNTED IN A BOX, I.I. EXHAUST FAN --EXHAUST FAN SHALL BE AMERICAN BLOWER 90M -AHD WITH CAPACITY OF 1240 CFM AT 3/8" STATIC PRESSURE, WITH i HP EXPLOSION PROOF MOTOR. UNIT SHALL BE FURNISHED VOTE A MOTORIZED EXHAUST DAMPER, BASE SHALL SET ON ANGLE IRON BRACKET BETWEEN RANGE HOODS. FURNISH A MANUAL STARTING SWITCH, WITH PILOT LIGHT, SWITCH SHALL BE SET IN KITCHEN #110, EXACT LOCATION BY THE ARCHITECT. TOILET EXHAUST FANS SHALL BE AS DESCRIBED ON PLAN, COMPLETE WITH HOUSING, GRILLE, SWITCH AND WALL CAPS. LOCATE SWITCH NEAR ROOM LIGHT SWITCH. 12. VENT PIPES --THE WARM AIR FURNACE AND THE UNIT HEATERS SHALL EACH HAVE A DOUBLE WALL METALBESTOS VENT STACK, EXTENDING 5° ABOVE THE ROOF WITH FLASHING AND RAIN CAP. EACH STACK SHALL EXTEND 6" BELOW ROOF AND/OR FLOOR JOIST CONSTRUCTION AND SHALL BE CONNECTED TO THE OUTLET OF THE RESPECTIVE UNIT WITH A VENT PIPE OF 211 GAUGE SHEET IRON. IN FURNACE VENT PIPE LEAVE TEE FOR WATER HEATER VENT CONNECTION. 13. SHEET METAL AND DUCT WORK --FURNISH AND INSTALL THE SHEET METAL WORK SHOWN. DUCTS SHALL BE FABRICATED OF GALVANIZED SHEET IRON FREE OF BLISOERS AND MECHANICAL DEFECTS AND SHALL BE 26 GA. FOR SURFACES TO 12" MAXIMUM DIMENSION; 211 GA. FOR SURFACES t3" TO 30", AND 22 GA, FOR SURFACES 31" AND OVERO cE' 1 f r .'?L YC,-d"i LAT N' TL00l? &CTS tiNALL ?'E Soei`i:?t' 2947C 7: OR 22 GA. GAL'YANIZED `.'HL ET IROi6, WITH SH't&T ".GYBE TRY.f?.:.I'{It'NS AC0 CONNECTIONS TO TUC AIR OHTLLIS, YNE u DERrLOOP. DUCT WILL 0C ENCASED IN CONCRETI': D iru GENERAL CON7R4CTOR, AOC YtttC MECKAOICAL CONTRACTOR SHALL: OE Z.S?0:5y3Lx: ran NAt?3TAdNINO T:iE POSITaCW APO SHArt: OF YHE UUCTS is"it^ Y :CC='_)I;Rl'a Or INC CONCRETE. SEE PLAT! FOR RANGE HOOD CONSTRrUC T-.. B;ATER¢AL0 e79f Srrt°P1,Y AND` RETLIRti REGtTTR9 SHALL HE STAatDP. SS'.:' r"noOR RYGISTERSJ a6 GAUGEIN tIQTALLIC LUSTER rtHINIt. AD tfl', tUST RECricTEttS SHALL RE TITUS RL-2110, IN GRA± LACOUEP F'ii vier; r wism. SECT i,C-s' C; _ ?PRI 2 PLAWSING !I t -.AS'. S�FRA '^• -. i ^f!...L tERAI. CONDITIONS AND SUPPLEEMENT:I C.,::7>;SA CONOTtONS SNAIL AfliLY 70 ALL. WORK UNDER THIS SPEC IC ICAY LIT;', oF_IT2ORK-'713STALL PLUMBING FIKTURES AND PIFI G A:; !ESW:. a IISTAM L WATER SERVICE, SEWER AND GAS LINES AS INDICATED, jn L4:;ANINATIOW or PR3F:ISES•“"IISIT THE PREMISES TO ASCER'tA1t! -LUZ EM''a'?2U3 CONDITIONS BEFORE SUBMITTING A OIDe No EXTRAS WILL ILE ASOWED FOR A LACK OF KNOWLEDGE OF THESE CONOITIOW5. L. Q'U'ARANTEE GUARANTEE ALL WORKMANSHIP AND MATERIALS AND RROTiPT^ LT MAKE GOOD ALL DEFECTIVE VORKUANSItap AND MATERIAL WITHIN ONC (I) YEAR AFTER COMPLETION, 50 LLA_L5—^INE MECHANICAL DRAWINGS ARE DIAGRAMMATIC IW CHARACTER, EXACT LOCATIONS OF THE ELE}BENTS OF Vile SYSTEM, MEASU2£MENTS FOR 'CUTTING AND DIMEi!SIONS OF IRE EQUdP:]EC7 SHALL BC DETERMINED AT TUE SITE. 66 CODES AND Ii'RDIMANCES—•COMPLY WIICN LOLAL CODES AND ORDINANCES IN EFFCCT AT THE SITE. �•> G;RMOIS--O07AIn ANA PAT FOR ALL RECfESARY mums At1O CEN 7IFICAT(6S or UlDPiECTGON FOR an:Ca,GA3 AMP WATER CONSNEC'lIONS° FOIL --P2C'IhE CIiCAVATIOe: AGO. DACKFILLIett FOR tr.-nNG TF AND OTHER PIPING ONDER;It!~'MND, Os 0.17AIM AFP2OyA( OF ALL PIPING NI:FSRE ZIASKFICLING IS STARTED. 9, Sou AtW WASTEA:tE 5OH. OR WASTE Co kC 4 LACK i`SSTUI?F„ ALL SOIL AND t4ASTE PIPIF`O INSIDE OF BJSLDIiJG TO $ I 5"6: : ?ME OUPLQudG SHALL Ot ETRA 3r"EAVY CAST no! SOIL PPE, COMTINUE IME CAST IRON PIPE TO THE CITY SFt'TER WITH VITRIFIED CLAY TILL 'Mk 91(i;ES' 2107 ?GORE) JOINTS. CALK Ak . 4Oo9TS IN ("LIT InON 5011. PIPE WITV i OQTEil LEAD AhD OAKUM EOL SIZEASII; CLEAS;OJI FLTSIS SKALi ME 5NSIALLED AS c9 TID, A1j1 AS iiQ1t:: D HT CODE. CCs To [; lC, '.CAE sAlS£ 4 .. sn r 'LET.. t1 F t s t ,.L;.�kiC 1115 02-2 PLUMBING II. FLASHINGS--FLOOR OfAIN NEAR WATER HEATER SHALL HAVE A 214" SQUARE, 14 LB. SHEET LEAD FLASHING. EACH STACK OR VENT THROUGH THE ROOF SHALL HAVE A STANDARD SHEET LEAD FLASHING TURNED UP AROUND AND OVER AND INTO THE PIPE. 12. WATER SERVICE^ -MAKE ARRANGEMENTS FOR A TAP IN THE MAIN, AND PAY ALL CHARGES. FROM THE MAIN, FURNISH AND INSTALL THE WATER SERVICE TO THE BUILDING. 33. WATER PIplNG--RUN ALL COLD WATER AND NOT WATER MAINS AND BRANCHES AS SHOWN ON PLANS OF TYPE K COPPER FOR BURIED LINES AND TYPE L COPPER FOR ABOVE GROUND PIPING. FITTINGS SHALL DE COPPER, SOLDER TYPE. JOINTS SHALL BE MADE WITH 95-5 TIN^ANTIMONY'SOLDER. 114. VALVES AND UNIONS --INSTALL UNIONS WHERE REQUIRED FOR RELEASE OF EQUIPMENT, USING COPPER, SOLDER TYPE"UNIONS. INSTALL 125 LBS. BRASS BODY VALVES, (CHECK, GLOBE AND GATE), WHERE SHOWN OR REQUIRED. 15. FLOOR DRAINS --FURNISH AND INSTALL FLOOR DRAINS WHERESHOWN. FLOOR DRAINS SHALL BE JOSAN 300 OR SMITH 100 WITH 5" NICKEL BRONZE STRAINERS. PROVIDE FLASHING. INCLUDE DRAINS ►OR SHOWERS* 16. WALL HYDRANTS --WALL HYDRANTS SHALL BE OF THE NON^FREEZE TYPE, JOSAH Y-210 OR SMITH 1i6 FROST PROOF, WITH POLISHED BRONZE FACE, BRONZE HEAD, AND GALVANIZED CASING. 17. HOSE BUMS IN BUILDING --IN THE KITCHEN, WHERE SHOWN, INSTALL TWO (2) LOOSE KEY HOSE BIBBS, AND MAKE PIPING CONNECTIONS. 8. GAS PIPING --THE GAS SERVICE FROM THE CITY MAIN TO THE METER SHALL BE INSTALLED ST THE LOCAL UTILITY CO. AND SHALL BE PAID FOR 0Y THE OWNER. METER WILL RE FURNISHED BY THE UTILITY CO. FROM THE METER runutsK AND INSTALL THE GAS PIPING TO THE WATER HEATER, WARN AIR FURNACE AND THE GAS -FIRED UNIT HEATERS* GAS PIPING SHALL BE BLACK STEEL PIPE, STANDARD WEIGHT,` WITH BLACK MALLEABLE IRON FITTINGS. 19. HOT WATER SUPPLY. --FURNISH AND INSTALL A WATER HEATER, RUUD EP5042-2 WITH AN AGA SEA LEVEL INPUT RATING OF 50,000 BTU PER HOUR, WITH A STORAGE CAPACITY OF 50 GALEOUS• THE WATER HEATER SHALL HAVE AN ENAMELED, INSULATED STEEL JACKET, AND AGA APPROVED OPERAT- IND ANO.SAFETY CONTROLS. INSTALL AN ASME RELIEF VALVE, MCDONtNELL 230^3/16'1_100, AND RUN OVERflOW TO THE SINK; MAKE WATER, GAS, AND VENT CONNECTIONS. 1SdsTALL A VENT PIPE OF 24 GA. SLACK SHEET IRON III5 02-3 PLUMBING AND CONNECT TO TEE IN THE FURNACE VENT PIPE. INSTALLATION MUST MEET REQUIREMENTS OV UNIFORM BUILDING CODE FOR INSTALLATION OVER WOOD FLOORS• 20. HANGERS --SUSPEND WATER AND GAS LINES WITH RING TYPE PIPE HANGERS. 21. SLEEVES --PROVIDE NECESSARY GALVANIZED IRON SLEEVES FOR ALL PIPES PASSING THROUGH CONCRETE OR MASONRY CONSTRUCTION AT THE TINE OF CONSTRUCTION. 22. CUTTING AND PATCHING --ALL CUTTING FOR PIPES SHALL BE DONE AT TINES MOST SUITABLE FOR OTHER CONTRACTORS AND AS DIRECTED. AFTER PIPES ARC INSTALLED, PATCH HOLES TO MATCH ORIGINAL FINISH. REMOVE SURPLUS DIRT AND RUBBISH FROM PREMISES. 23. FIXTURES --PROVIDE ALL FIXTURES AS SHOWN ON PLANS AND HEREIN SPECIFIED, ALL METAL TRIMMINGS ON FIXTURES AND EXPOSED PIPING TO FIXTURES SHALL BE CHROMIUM PLATED, WITH CHROMIUM PLATED ESCUTCHEONS. ALL FIXTURES SHALL BE SECURELY BOLTED TO WALLS AND FLOOR CORDAMCE WITH THE MANUFACTURERS' ROUGHING'IN AND SETTING @BENTS; IN AC: REQUIRE' AFTER FIXTURES HAVE SEEN SET, THEY SMALL DE CAREFULLY PROTECTED UNTIL THE BUILDING HAS BEEN FINALLY ACCEPTED. ANY DAMAGE OR DEFECT DEVELOPING BEFORE ACCEPTANCE, SHALL BE MADE GOOD AT THIS CONTRACTOR'S EXPENSE. AMERICAN STANDARD FIXTURE LIST IS SHOWN. CRANE OR KONLER FIXTURES _ OF EQUAL STYLE, CAPACITY AND FINISH ARE ACCEPTABLE, 24, FIXTURE LIST WATER CLOSETS WC -I -AMERICAN STANDARD F-2050 SIPHON JET ELONGATED BOWL AND TANK COMBINATION WITH NON -SIPHONING WAVER COi4TROL; #395 CHURCH OPEN FRONT BLACK SEAT LESS COVER D2_11 Ruiz L"i'"R C GCAN STAtID,`.cc, F -310-4e {9X,17 FIRMLEDGE VITREOUS CKIaA FP.961,•. tt:,gG LAVATORY cdITH INTEGRAL Cul:d.A OR*CXET; 11-2I60 AnuAscAI. SUPPLY I:iT'lMG 0F'EW GRID STRAI>SCR; 3/8rSUPPLY PIPES 4;ITg LOOSE gc?Y STOPS; SUPPLIES TO SE TIED i'TO LOOSE KEY UOSE SPEWS i:t MEN'S — rtHL T; :Y "P" TRAP tflT{ CLEANOUT. LAVATORY o7csRY FOR PS�Ea ,;. � TOtCE� OOMI SUALL :1AVE A C tlt A. O FAUCET #722 C',O:r'UtnATIOts S c,Lr-CLOS{3 :._a rt AMP 67ASti FAUCZT IN LEIU OF STAUVI COLD t3RTER VAUCE;'., FoU n7A". 5AkAYOt,C: VITREOUS C1,444 WALL WING roUYt'C, 11I E! ] YI-0 6'r €iA:Ca OCI7ItT10IJ SUPPLY SITTING G'17K AATI—SQtrnRT 3UBSLERy SCLF—'C.OSIt!f, `rA'Y SODISIXO WIT% LZIER €Bt1; A_Z0 AUTOMATIC VOLUME REGUtATOPD 6RrUDR;VER :STOLE'S. Ni 3 -t -F-701 24;;2_! A.R. rw[J3ELE:D CAST 'Ron Sun; t1IYt1 RAcr: °.EtISEY i'-1H IC n0UULE SUING SPOUT FAUCET - AcRA7OPI - AQUASEAL VALVES; R -4 5I5 STtIO Est STREL ; RLt'13 CUP STRA I:ilR, . STk'PILESS STEE7. MOUt?5 s;: ES Y li,^ r; t; 'r "P" TRAP U I r!'j CL EAMOU I, pi - ERs. ,o p S40LEF5E1174 L.1 r°I 'I;Ia VALVE; SC2 ')R°VER STOPS IU Stb'OP IES.3 C'4,t. JO)i.BT S150dstt i,JAMF-!IT3 VOLUAE ;CGULJIYOR,. .11.15 EI-I SECTION E - PART I ELECTRICAL I. GENERAL REQUIREMENTS -- A. SEE GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDITIONS. Be PROVIDE ALL ITEMS FOR COUPLETS AND SUCCESSFUL OPERATION OF ALL ELECTRICAL SYSTEMS. C. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC ONLY. ELECTRICAL SUBCONTRACTOR IS RESPONSIBLE FOR INSTALLATION or ALL WORK ACCORDING 70 ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWINGS AS WELL. - 2. STANDARDS 3. It. 5. A. ALL ELECTRICAL MATERIALS SHALL BE NEW, IN FIRST CLASS CONDITION, AND UNDERWRITERIS.LABORATORIES, INC., APPROVED, EXCEPT AS INDICATED OR SPECIFIED OTHERWISE. a.. COMPLY WITH ALL APPLICABLE LOCAL AND STATE ORDINANCES, NATIONAL ELECTRICAL CODE, AND WITH REQUIMMENTS OF UTILITY AND TELEPHONE COMPANIES FURNISHING SERVICE. Co PROCURE AND PAY FOR ALL PERMITS, LICENSES AND LIABILITY INSURANCE, ETC. GUARANTEE A. REPLACE ANY WORK OR MATERIAL INSTALLED OR FURNISHED UNDER THIS CONTRACT WHICH DEVELOPS DEFECTS, EXCEPT FROM NORMAL WEAR, WITHIN ONE (I) YEAR AFTER COMPLETION. ELECTRICAL SERVICE, A. II5/23o VOLT, SINGLE PHASE, THREE WIRE FOR LIGHTING AND POWER. B. SUPPLIED BY LOCAL POWER COMPANY AT POINT OF SERVICE LOOP ATTACHMENT AS INDICATED ON THE DRAWINGS. Co EXTEND NEW FEEDERS AND/OR BRANCH CIRCUITS FROM EXISTING SERVICE EQUIPMENT AS INDICATED. O. EXTEND SERVICE TO METERS AND SERVICE EQUIPMENT AS INDI" CATED ON DRAWINGS, GROUNDING A. GROUND ENTIRE ELECTRICAL CONDUIT SYSTEM AND NEUTRAL CONDUCTOR TO WATER PIPE WITH APPROVED GROUND .CLAMP. Be ALL WIRING MUST BE INSTALLED SO AS TO MAINTAIN A COMPLETE GROUIIDED SYSTEW TKROUGKOMT. 4n4PER METER AS REQUIRED, 1115 6. EI-2 ELECTRICAL RACEWAY SYSTEMS A. RIGID CONDUIT AND/OR ELECTRICAL METALLIC TUBING AS REQUIRED. B. CONCEALED RACEWAYS WHEREVER POSSIBLE. Co RACEWAY AND OUTLET SUPPORTS: (I) TOGGLE BOLTS IN; HOLLOW MASONRY. (2) EXPANSION BOLTS IN CONCRETE OR BRICK. (3) MACHINE SCREWS ON METAL SURFACES. (4) WOOD SCREWS ON WOOD CONSTRUCTION. D. FLEXIBLE METAL CONDUIT OR GREENFIELD WHERE WIRING MUST BE FISHED OR WHERE EQUIPMENT CONNECTIONS ARE MADE. E. PROVIDE SLEEVES FOR CONDUITS PASSING THROUGH MASONRY OR CONCRETE AT THE TINE Or CONSTRUCTION. 7. WIRE 8. A. MINIMUM SIZE No, 12 EXCEPT FOR CONTROL CIRCUITS WHICH MAY BE N0. 14, OR SIGNAL CIRCUITS WHICH SHALL BE AS INDICATED. Be CONDUCTOR INSULATION SHALL BE Or TYPE RECOGNIZED BY THE NATIONAL ELECTRIC CODE AS APPROVED FOR ITS PARTICULAR APPLICATION, DISTRIBUTION PANEL A. B. DEAD 'FRONT SAFETY TYPE, QUICK —MAKE, QUICK —BREAK SWITCH AND FUSE TYPE, EQUAL TO BULLDOG 'NACU -BREAK" COMPLETE WITH BUSSMAN °FUSETRON" FUSES* 9. BRANCH PANELS A. DEAD FRONT, SAFETY TYPE, WITH DOOR, LOCK, AND TYPED DIRECTORY CARDS, 8. THERMAL MAGNETIC CIRCUIT BREAKERS. C. CIRCUIT BREAKER UNITS COMPLETELY INTERCHANGEABLE, D. TIE HANDLES NOT PERMITTED; ONE HANDLE PER TWO- OR THREE' POLE BREAKER. E. PLUG-IN QUICKLAY EQUAL TO WESTINGHOUSE TYPE NPLAB. 10. OUTLETS A. 4I, SQUARE OR OCTAGONAL, SHEET STEEL BOXES AS REQUIRED. B. UTILITY OR SECTIONAL SWITCH BOXES WHERE PERMITTED. 1115 11. DEVICES A. RECEPTACLES " DROWN. (I) T -SLOT, SPECIFICATION BRYAN? #5252 RANGE WEATHERPROOF (3) EI-3 ELECTRICAL GRADE; GROUNDING TYPE, WHERE INDICATED. OUTLETS, BRYANT #3846. OUTLET, HUBBELL #52111. S. SWITCHES BROWN. (I) A.C. QUIET OPERATING TYPE EQUAL TO BRYANT #11801 SERIES. C. DEVICE PLATES (I) IVORY CRACKLE METAL, EXCEPT IN KITCHEN AND TOILETS WHERE THEY SHALL BE SATIN STAINLESS STEEL. 12. LIGHTING FIXTURES 10. A. FURNISH AND INSTALL ALL NEW LIGHTING FIXTURES COMPLETE WITH LAMPS WHEP.E SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE FIXTURE SCHEDULE AND/OR NOTES. B. PROVIDE PLASTER FRAMES FOR RECESSED FIXTURES. MECHANICAL EQUIPMENT WIRING ANO CONNECTIONS A. MECHANICAL EQUIPMENT MOTORS AND CONTROLS FURNISHED WITH MECHANICAL EQUIPMENT. B• INSTALL FEEDER CIRCUITS TO MECHANICAL EQUIPMENT AND WAKE ALL CONNECTIONS. Co FURNISH AND. INSTALL TYPE "C" SAFETY SWITCHES AND/OR THERMAL OVERLOAD SWITCHES AS REQUIRED. D. FURNISH AND INSTALL ALL CONTROL: WIRING FOR MECHANICAL EQUIPMENT AND MAKE ALL CONNECTIONS. EMERGENCY AND EXIT SYSTEM A. SEPARATE AND DISTINCT FROM ANY OTHER SYSTEM AND SHALL HOT BE DISCONNECTED BY OPENING THE MAIN SERVICE SWITCH. Bo LABEL EMERGENCY DISCONNECTING DEVICE. 15. TELEPHONE SYSTEM A. D. PROVIDE CONDUITS AND OUTLETS AS INDICATED. OUTLETS SMALL CONSIST OF 4" SQUARE BOX WITH BUSHED OPEN IH6 IN PLATE. PLATES SMALL MATCH FINISH OF OTHER PLATES. Hello