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D :` �= - . �z"¢ x8`I.,b �-: '1ti( 12 �`�EE� -_--. '."�`.__'� -- __.. ; . . GENBRAL CONDITIONS • DNISION 3 DIVISIOA 7 MOISTURE PROT�CTION DEFINI'iTONSi CO__�t CUJ G PO�W�tK A. ��FOftC�INQ) lloaLion arui Worlrmanshin The Contract Documents consist of Drawings and SpeaiYiaations A- 1 through � Inolnded in thia speoiPication by reterence N a��or Struotursl onC crete I,a g� cco areas over steel and other locations vhere satisfactory dated t3arch 1 . 1969 . and the �ontract betFreen Owner and Subcontraotors and or for BulldingaN . dated Augnat 1966. (called herein ACI 301_66 ) . A ���� meahanical bond cannot be aohtevsd. shall receive 3,4 lb, seTf ilirring metal latho / . 1 . RooP deck shall be smooth a� nniform, Yix�e. drp and entiroly free from oose Contractor. The tex�a 'hrork^ includes labor or naterials or both. The torm ;. : : Copiea nay ba obtained fr� the Portland Cement Asaociation. . substanoes . "Contractor� refars to eaoh subcontz�actor. Contraat Documents are complimentary . ` 2. On wood decks inatall one layer 5g red resin or t $,# felt dry in sheet nailed vith P� _ �OII xhat is callad for by a�y one ahall be as binding as if callsd for by all. MATIItIALS : flat tin discs 24n o. o . Iap sides a minimum of 2" and 6" minLunm, .7 Ranove duet , dirt and looae particlea f3�om concrete masonry surfaoes , Intention of the documents is to inalude all labor t+nd materials . taxea . eqnipment Cements - shall ase lype I or II ASZM C150 at the Contraator' s option ior aoncx�ete. � 3, Over dry-in aheet . starting at low point oi roof. lay ply oY 43# Universal Base 2. Moieten auriaoes of masonryo and transportation neceasarq ior the proper execution of the work . The Ouner xill ; Sheet. Lap eaoh ply 4^ over preceding ply. Lap ends 6". Nail along lap at 3a Stuoco shall not be app�ied to surYaces xhich oontain iYost, ganerally act as the General Cmitractor and vill employ auoh subcontractors and 3B PROPORTIONING: 9" max, lntervals . Stagger nail through center of sheet 13N o. o. 4, In oold xeather proviaiaris shall be o�ada to keep the stuceo at a temperature services as he shall deem neaessary to camlete the �ob. � All locations 3000 psi in 28 days , saok ai,n„ Dltimate Compresaive St of 50°Fo or above during application and for a period of at least 48 hrs, 5�' ran8t�h. � k. Over this surfaoe mop a uniform ooating of Rnberoid Steep Root Asphalt aement thereafter. Air entrainment raquirad acoording to Table 304b ACI 301-66, (approx, 23# per 100 sq, ft. ) into xhich . uhile hot, embed three plies of t �# SURVEYS . PERMITS AND RBWIA Ot7S : ; Slnmp acoonling to Table 3�5a ACI 3��-�. I asphalt felt (perforated) . Use starting strips of Yelt cut 12 and 24M wide Subcontraotors shall aeoure and p�y for ar�y such lioanaes , pesmits • assesamenta , tap � 1'Iaximam sise oY Aggre ate follorred by 2k11 i+idth aheets , Lap each piq 24..3/4� over preceding ply. Mop Stucco Hix Pro orti.ons Yeea , connection fees . Subcontraotors shall gine all notices and conuply With all Fbt Yootinga 1+�^ For ualls and atniatural slabe 3/4�, �• f1�11. xidth of la xith a continuous coatin of ae halt a rox. 2 er 100 s . ft, • • ooate s . oonsist of 1 volune portland ce�ent and betHeen 3 and 5 P 8 P � PP 3# p q ) Admixtures volumes damp . loose aggregate to srhich may be added not to exceed 1 /4 volumg lava . ordinances . rnles and regulatione required by authority having �uriadiation so that Yelt dces not touch felt. Broom each ply to assure aorepleta embecLnent. wer tha work . 14ist uae air entraixaient e�nixturea, In addition to being mopped the 15¢ telt shall be back nailed 9n down fraa of hydrated lime. May nae oaloium chlorlde . pozsolanic materials . etc. ° upper edge at 24n intervala max. PROTECTION 0 WORK AND PROP&RTY � ; $. Over ttbe entire snrYaca pour a uniYorm coating oS Rubberoid Steep Roof Asphalt Maintain adequate protection ot the work from damage , protect ad�acent property. �C REINFORCII�I�]Tt Bitwnen lnto vhich . vhile hot, embed not less than 400� granel for eaoh l00 sq, ft. • �ed or lampy material shall not be used . make good any such damage . in�urq or loss cauaed by operations of the contractor. Raintoroing steel as detailed. "• - • " ' i The gravel shall be Yr� 1/4" to 5/8" in size . dry and free Yrom dirto 2• Dry ingredients shall be thoroughl,q mixed to a unifo:m color. Water aha7.1 Provide all necessa recautions and rotection to rotect the work iroa ireezin Welded xire Yabric `��th�-AOd �s�- y3:s3d k34M /dk3� 6x6 mesh all slabs , then be added and the mixing continued until the mixture 1s in a unifolm�y and provide tem ora� heat. if re uired . for all P g %• ' • = -- If the rooY is applied during cold xeather or gravel is damp . it shall be heated p�s},�Q Qondition of good plastering consistency, When necessa p ry q operations requiring heat. ' atxi dried i�ediately before application. Bitumen shall be 60�}/SF. ry, plast7.citq 3D PLACIN(3� 6. The felt shall be laid xithout Wrinkles or bnekles and the S�ecial Bitumen ��1 be xrestored b3' reWOrking mix xithout fttrhher addition of uater. SUBCA TRACTOR' S ISABILI INSURANCSc 1+kather conditiona . - See Artiale 804, ACI 301-66, shall not be heated to exceed 4500� 3. Batohes ahall be soaurately measured and proportioned so t:iat each is Subcontractors shall maintain such insurance as will pro et hem from c un er 7. All rooPing Hork �ha11 be done to the satisPaction and the approval of the axaotly alike. Worl�en`s Compensation Acte and irom claims Yor damages because oY bodily in3uxg . 3E FLAT410RK� manuPacturers • speciPioations and also meet the standards for fire retaldant �ty�ckness of Stucco including death , whioh may arise fr� and during operations nnder this Contract. IDctorlor elabs - broom finieh, roof3ng of Section 3203 of the Uniform Building Code. xhether such operations bp by himself or by any subcontractor or anyone direatly S, Carrq at least txo felts or Base Sheet or 30# felt doun face of Paoia as . stu000 6 be oomposed oY 3 coats and the total thickness shall be not or indirectly employed by eith er of them. Certificates of such insuranae shall 3F CURIN(i AND PROTECTIONs detailed , less than ��SM. be filed vith the Ouner. Hinimum limits of Pnblic Liab111ty (Bodil,y Ea�ury) (.tiring agent required for all slabs, protect all concrete trom r1ng. 9. No roofing oparations ahall atart below a temperature oi 4$°Fo shall bs �$0 ,000 . each person; $t00 ,000e each accident ; and oY Property Damage . 10. 7Lrn a sheet of 45� base sheet up all vertical aurfaoes as uell as all the ,A�P��C°��� $50 .000 . each. 15# rooring felts . I�xtend same Sn min, or as detailed . .7 Berore application of eaeh ataoco coat� the base or prevlously applied coat 11 . Flash and counterflash around all walls , parapetsa door sills , curbs , facias ahell be evenl,y datnpened to control suction. FSRE IASURANCB: ; and openings running through roof. Flash around base of ventilators . 2. Soratoh coat shall be applied 3�8" �ak 1+ith suffiaient pressure to foz�n good bond and then unifo scratohed. The Owner shall efiect and maintaln fire and axtended coverage upon the entire ��Y atructure on which the work of this Contract is to ba done to one hundred pereent ( 100$) zB COPINGS C3tAVEL STOPS , FACIAS AIdD FIASHINGSs 3• B�� coat 3/8n thick sha11 be applied not sooner than 21� hours after oY the insurable nalue thereof. including iteas oi labor and materials connectsd Flashings and counter flashinge shall be ga, G. I, nails�and�as nie� ngs to � applioation of the scratch coat. It shall ba straightened to a true surlace therewith whether in or ad�acent to the structure insured , materials in place . pMSION 4 galvanizeda Provide reglet at intersection of wall ax�ci loirar roof. bY iloating or rodding and left rough, temporary struotures , misc . naterials and supplies incident to the work . and sueh i�,A50;IItY 4. The finiah texture oi all stuceo shall. be "Adobe„ texture . Samples oP taxtures scaYfoldings . stagings , toxers � fo:ms and equipment as are not wned or rented by Concrete Masonrq Units � All concrete masonry units to be made with expanded ahale � ahall be sho�m to m�mer Por approval before any finish work is started. ala or aJate a a g � � 7C ROOF & S}�ET METAL CUARANTY� the Contraotor , the cost of xhioh is inoluded in the cost of the worto The extended Y B8x'eB tes. Unita aha11 conform vith the PolloWin AS2Tf deai ations • Texture shall be made by using White Atlas Ceonent and coloring agent to Contractar shall guarantee that in the event of being ca� ed upon to e nan;� coverage shall include proteetion againat vandalism arid glass breakage , C90 66T "Hollox Load Bearing Conorete Masonry IInits^. Grade shall be P- 1 Typa Io repairs to sald rooY or f]ashing within a period of 2 years he will at his oun aohieve a unifo�m oYf xhite oolor. All coats of stucco shall be damp cured itith expense . investigate reports of leaks and make the necessary repairso if repairs Water Yog sprayed on the earPace. The scratch ooat shall be damp cured Yor y�gi Mortar for Hlxk Masoru $y.� � �i�a 48 hours beYore the brown coat is applied . The brown coat shall be damp cured Neither the final payment nor any part of the retained percentage shall bec�e due Proportion S�ec oa ons . Mortar to comply xith ASTM C-270 lype S using part ( 1 ) � Por 48 hours . then alloxed to dryo The finish coat shall be applied not until each subcantractor shall deliver to the Owner a cooiplete release of all lians � Portland C�nt. 1/2 paTt hydrated lime and 4i parta sand . with proportions as shoun 7D CAULKING• sooner than 5 �Y$ aYter the preoeding coats. arising out of this Ca�tract. or reoeipts in fhll in lieu thereoP, and ii required , � in Table 2. C lete eaulk oints a,rouad frames of doors or other All exterior �oints shall be aleaned free oY all sand and cemen�t before the �P �1' 3 openings , wall expanaion opportunity to harden. in either case . an afridavit that so far as he has knovledge or info�ation the Retempering. Hortar :that has stlYfened aai the mortar board through evaporation � 3oints and other foints indicated to be caulked or pointed . material has the releases and receipts include all tk� labor and material for vhich a lien oould ' maY be retemPered to rostore its xorkability by thorough mixing and remixtng and by . 1 ' be filed , t� addition of vater ae required. Mortar uhioh has stiiYened on the boaid by ' �E �,�p��G= Dafeats and Dema�e h,ydration (eetting) shall not be reuaed and ahall be discarded. � At re�aining Ha11s back side provide the Pollowing dampproofing ; De eo a in la hing and plastaring shall be replaced and all xork shall be left SfiPARATE COdTRACTS � to Remove all dirt . dust. grease , oil and laitance ; patch all holes taith concrete . � 8 11rst clasa condition. No alligatoring, crazing, checks or hair line cracks The Ocmer reserves the right to let other suboontracts in oonnection tr1 s xork 4B STORAGE 0 � MATffitIALS t ' matrix; clean oPY all prn�actions = and allow surface to dry thoroughly. �� � S°�p�a ' and he shall afford subcontractore reasonable opportunity for the introductio� and ' A11 mortar materiala ahall be stored under cover in a dry plaoe . During ezing 2 . Apply 1 coat Bitumen by spray. App�y heavil,y at rate of not lass than i� gal, storage of their materiale and the execution of their work . and shall properly xeather or s+et weather all masonry units shall ba protectedo ' per square. DIVL510:J to connect and coordinafis his �rork trith their� . 4C WnRh7dAI�ISHIP: �� Maaonry to be laid plumb and txue in etretoher bond. Cntting of masonry units s UTILITIBSi be made with a motor driven sar. Where block is to reoeive atuoao �oints shall. be . . �Q� �� � The Oimer shall pay for all xater� constniction electricitq. and natural gas seiroioea $�ek flush. All �oints to be 3�8�. Install ladder or t.xvss type xall reinforc�ent. �rnish arul instsll all Pinish harduare such as hin�;es . locks . lmobs , . used in the conatruation process. Each subaontractor. shall pay for his fYiel #9 �re, 12" vide , every other blook courae. Iap oorners . See draxings for ot}ur balts , door pulls , door cloeers , door stops , door bumpers . thresholds � eto . r�inforcement. All bearin� beneath trusses and Ueams �o ?�ave cores :routed i1i?1 .`:eigl-it , � I3ardware for sri.ndara to be providsd by manuPacturar. Flirnish either rough az�d required for temporarq heat. v�;1�,���� aad zeinioreed as det,aiilad. ��N, . ;�i"�:: ; :.:;D:j� -:J aonstruction hardHare of every descrlption necessary for the campletion of pro�eot, CUTT1?�G AND PATCf:ING OF WORK: ` �tterlor door: hardsare shall consist oY the folloving � Each subcontractor shall do all cutting� ritting and patching of his Work that may ' 8A SOLID CORE DpORS : be required to make its aeveral parts rit together proper�y, and shall not endanger 4D IIifiCTIO,'la ! Dcterior door and transom panel to be solid core "S, C . " doors to mee the star�d ' Hea u ockset -cylindrical conforming to Govt . Spec, 161 . xork catt excavatin or othen+iae alte ro'�� a � They shall be t-3/4^ flush panel , core oY lox Y8 e � So age . Sargent. Falcon . Russwin. Corbin . any by ing , g ring the Work or ar�y part oS ita of U .S. Dept. of Camaeroe CS 171 -$Fi. Finish - US 10 Satin bronze throughouto Reep oovering at and oY eaoh 8ay or shntdowtl pePl.od xith oanvas . rrater density Hood blocks , 3oints stagggred �rith maximum sridth of 2" and maq be either gu'�_ (Stanley. Hager. Iaxrence) y�pggppry i prooL paper, visqnaen or plat►lce. 41usd Block Core . F2�ames Hlock (31ues or Stile and rail core . � _3�4M wood 12 prs . 4Z x 4i Fach subcontractor ahall reme�y an,y omissions . correot any and all defects � ad nst �a ��r Stiles and rails may be soYtwood with dovetaila �oints at corners , • and maiatain ad�ustments . and make operable all component parts of the vork falling j�a ��7' � �1d Whe+n outaide nir ter�eraLure is balaw 40oF. unlesa me&ns are Doors to be thrae ply oonstruation. 1 Surface mounted C aloaer under the requir�uents of :his Contraat which may be called to his attention xithin P�� � �t the taasonry watsi'lale and piroteot the oom�leted Hork fYom £reeying, Faces to be hardboard Yor paint Piniah. 1 Threshold - aluminum a perlod of twelve months folla�ing campletion. Proteatia� aha71 oo�Biat o4 heating tk� Aaeo�l�ty materiA].s tp at leset t�p�F. trat aot Pkiges to be softwood oP mill 's option. DIVISION 15 mare t,hnzt 160°F. . and maintaining an sir teaperature above 4�O�F, on both aidss oF tN.� Doors ahall be guaranteed for a t�aaonry Yor a period oZ at leaat 4II houra. Pe�«1 ot 1 year. 15A PLUMBING s Jn t oS ��ork CODES - ORDINANCFS - PERMITS re sl �asa�►rY J� ��'9 �t is partiaLty set or tota7.),y aet. the mq�osed All door frames to be steel. See Details . 8B �� �D �� A, Hrsouto xork per erWZdters . public utility , loaal. atata codes . ordinances , surfaoe o! the eat masorug ahaLt be C1eAned and lightly w�tted . All loose blook 8C GLASS AND GIAZING: ��ations xhere applicable . Contact proper aater. seuer. gas suppliers ; end �rtar to be ramoved. Windoxs and Doors - obtain. paq for required permits . inspections . utility service conneotions , D. S . B, meters . assessmants , tap Peea . oonnection fees and certificatese � „ � ,� 8D �m� = B, ;�Ihere applicable codes and ordinances take precedence over this specification DIVISION t Windows shall be GA2..g Casement alurrinura 3 4 7/8 x 2 9 . Efco Series 10 or equ . � o y�� �verning. plumbing codes not speclfioally cover items of material . GTt1r�tAL RHQU1R�iTS pre azed and gl reac�y for installation. F�eh shall be equipped xith screen. DIit"1SIO:s 5 installation , woriwanship , material ; install per lateat edition of National Plumbing Code Nandbook . tA SSTS ACCESSi ?LiTlsL� IIE GARAGE DDORs D, p�t�� exiating plumbing vents up thru nex construction to point 2 ' 0" beyond Otmer to provide aooess tor trucks � materials and equipment. Subcontracto-�- Si (iC1L^2AL ."i �L r ��ge Door on North to be upttard acting overhead supplied xith standa�re replaae or repair all fencing. ditches or other things damaged in the constniotion t' terilals : All atruotural steel aha7.1 be !w� A.-36. Bolts sha7.i AS : 0� and tracks . 5ame to be 20 eteel above new roof. Protride G. I. flashing collaro ga. , 5 section, prima painted outside wi.th standard fi, �tall 2k" cast iron floor drains at east and aest walls and tie into proceas , rioatians Al2 ateel to be dete�tlsd . tebricated , and erected a� per °SpeoiPication latahing mecllanism on interior. existing waste and vent system. or�Design, Fabrioatian and Sreatton of Struotural :;teel Sor riuiicunge+� and the Provide bottom neoprene xeatherstrip � atandard toraion springs and all auapension J�B_ HBATL�G s °Jaio - o�' atarWald praotloe for Steel Huildings Aad Brldges�, latest odltion. ���• Tach Unit Heater to be Lennox LBI2-137 gas Yired , output capaoity 10�i00 H1V , publisiied bq the A�rio� Inst,itute of Steel Co�struotiwi. Fielding to be as per the „ 4 as line to eaoh oneo "Code for Ara h�elding in Duildin� CaistYuatlon^ ot the Ac�eMcan t9elding ;;ooiety, tiith 6 Ylue thru roof and rain cap. Install 3/ ° B FUrnish a11 bolts , lintala . b�ame� aachom and bearl.n� platos as sha�m on the drak�ngs. F�ctend tlues from existing nnit heaters np through concrete floor and through roof. � 5 , � . � . - . . , _ - . DIVISION 16 I� W� `. � • All electrical layout and facilities to be by Ormer. Pipa railings to have velded a�nd ground oormactions. See 1�ta1ls Por door framee. 2A TftE9CHING � �%CAVAiIOF: F�ccavations for footings to be large enough to peimit Yoiming ot sides . Bo DIVISION 9 SLAB HSATING CABLE of all footings must be level and cleared of loose materials , Leave all bottoms open PAINTING AND D&CO�iATING pt ramp slab install aingle conductor N.. I, heating cable at 4" spacing 2" belov for inspeotion. No Yootings shall be poured until inspected and apprwed bq DNISIO,i 6 Colors will be seleeted bq the Owner. Paint shall be the beat r e o ona o e slab suriace . Same to be EASY HEAT by the SINGER COi�ANY or equivalent Architect. �p���Y following� Pittsburgh, Pratt & Iambert. &owac . DeVoe . ProY:a . Mc2��rtrey or SW�LF for a total oY 14 0 W 2B BACKFTLLINGs � JOBBING & OTSCTIOy � She�xin ��filliams • SMI-970- 15-2 xhich yielda a length of 97� LF at 1 . 50 � or 60. 6 amps at 240 volte. Provide ueatherproof �unction box in slab Set arrd ttirnish all the rough hardware required such as nails , soreue . lts . etc, Backfill behind retaining vall with road base material hauled to the side, as may be necessary, Install f+ nish hax(yrare, InteMor ateel and sheet metul _ None re uired . Compaction to be perfonaed by waking 3 passes with traotor treads for each 8p liit end a11 necessary connections in conformance with tt� Nation8l Electria C e, 4 FY�om �unction baa run 2 #t3 1W 1ri 3/4M conduit to 60 amp. 240 V manual disconnect or by mechanical tampers . 6B 2fISCELLA,yEOUS ROUGH CAIiPENTRY� ��Mor concrete and atucaos 2 coats clear silicone sealer. m+ltah where located by the Ofiner. Bridge structure to be in place prior to backPill. � Consplt details Por all eave, oeiling and roof blocldng . oant s ri- p�nai�ers � edge Sxterior s s e me i t ooat zinc chraciate or iron oxide priaer and a�e Sinoe the O�mer is arranging for all electrloal vork . he and his electrician strips . and other miscellaneous rough carpentry xhere shovn and as required Yor the a� � or �• muat detetmine the panel souroe irom vhich the snow grid is to be Yed and the 2C GRADING: proper executio¢� oP the work, Provie blocking for all davices anehored to the aeilings. serviae oonductor oapaoity. Care must be exeroiaed in the plaoement of the Provide all Yinish rades as shosm b contours , heating oable grid that ooncrete is careflilly placed in and around cable g y � Install cross bridging in rooY asaemblies at 8� 0� centers . 141so> exter3.or voodwork : Doors . Yacias , miss , trim - 2 coats exterior latex, r►ithout damage to the cable. bC ASATIIiSAL: 9B IATH AND SIUCCOt WOOD FRAMING I4ATF}tIAIS SHALL BE AS FO �S: t . Roo ra rs _ Dai as r. ro or mlook oonstruction grade (�#� at�dar�- Installatinn oi materialo and xorl�anship shall be in accordanae with e i�o3a�d xsot te bcoad- 2,y� S11S. , r . . Amerioan Standard Asaoaiation and Nt. States Hareau for Iath and Plaster. 2. Nisc. blocking . bridging. eto. Doaglas rir atandard grade 545. 3. RooS sheathtng DFYA atandard exterior glue, C face veneer. D baok venear. �t°M81° - � 5/8" tl�iclmess nailed xith 10d x�ila 6^ o. c. at edges and all inte�ediate Po�land cement - white atlas supporting atembers . f�ydrate ISme - lype S Y7oo NIS : F`J1TER�sHALt, sE A3 ,FO� AI�w � sead - C-35 . St r rea x �0 ,� r� eonstniotion grade 545, No. 20 �ah 2. Stair balustere . railings and stringers . Douglas g1r. standard grade S45e Water - clean and potable 3. Misn. extarior trim� standard Pir, Te�ination Bead �66 - galvenized 7/8^ at tops oi Wa]1a end around all rooY tivsses , 6 Roo,� & F7oox 7ATiox� � oe>. No. All root insulation shall ba Kraft Yaaed batte 2• thiokness .�Spac. HH- - C -- �� �4 I t`1 T E. N ,b. P�I G E � U � � � � � � �o � � 3 lype I Class B. Staple same to �oists as per manutaoturers reoo�endat,i�s . • � � � ow� . No. ��,�, t L A.S `�-� G� G 1 �.�' � � 1 N C . -� - X:�. i � � C U L O R, AR � �t' - aF 4 ;��, R O L f� R, . G A. 1�. 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