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Home My WebLink About2515 EL CAMINO REAL; ; 76-4223; Permit\";,., '· z . -' .--. ,.. ~-..... --4-- JOB AOOR ESS ,,_ '"¾ ~l~ ~t. t!!A~tHUO t%Ef\.l-i .C,AJJ,{.."'::;!?AO· ; e',fo., • ASSESSOR'S PARCEL NUMBER I LOT NO, LEGAL . 1 DESCR. . tr"ll',n L I',: f"· J.!LK <CJ, ~ACT /~~ '~ _,r,· ,;l:>"" , vv BOOK ·1 PAGE/ PAR: <OSEE ATTACHED SHEET) I ~O'WNER ~ MAIL ADDRESS ZIP PHONE t .. ;,~,f~'t'.-t:0£3'1' ~/4::~\tth~{f'?-l~)C,. 4-1C.J t /,.\f..:"1'C$-J, \JZ.,th M,.: -S4o-~8q.z.(;:r t4) MA0IL AD,D1ftE"S.$ . PHONE 3 ./< ,11,., • '+J-i ~'f'f;:.f. ¼ .;; ~-$ ,J ,_;,," t td 4r :ttt -:it}l:: h ,';:... 64 -, : .... ,.ft'.' if.-t,'.J' A; ,_:: , CONTRACTOR I-A-"R'--'c""H'c--'IT__,E_C_T_;O"-cR.:CD~E""·s·~,G-N_E_R"'----'--l~---'-----M-A_;i~- 4 ·W{Vi. f)L.Ve'GCt~ "'.;•r ¾<'1-,~~e.J~!?'~ ·~f~L .. ENGINEER ~ 5 fl..t/ ... ,l?"'fld "'¢ t$7J-.iJ~1Ail~t,,2-, ·MAlL··~oORe:ss ·coMPEN.SATION INS. CARRIER MAIL ADDRESS · 6 USE OF BUILDING 7 *1~~:.,.."'Tib-~~ •)'t -'i ,,.~ PHONE LICENSE NO. · . .tR;..-"{l.."'f" ~t,f;;i;. f..)Ct0rt,;-1l1 ec 1--r1. &,1,-c-ri-;f,.'"1-(1 i ij) PHONE LICENSE NO. ~-i-5 .-{.;,?~ { 7 I 4) NO. BDRMS BRAN.CH~ ,, ,.·. NO. BATHS 8 Class of work: fJJJEW 0 AUDITION 0-ALTERATION O·REPAIR D MOVE 0 REMOVE 10 Change of use from Change of use to 11 Valuation of work: $ ' ·p·•· · ,_.; . MICRO FILM FEE..,, ·Type of·. ;,'' ·occupancy,b """') .;if"1_ L""' U'° Const. ·• Group /J .--~ . r .J • l-----------------~----------11-----"'~.. .. l---------"-------"--'---------------1 Size of Bldg. No. of / · Max. "":e!A,7 "":-'\ . ., (Total) Sq. F.... . '"Pi-Stories · t 0cc. Load ~ ,, 1-------'---~-----,---,._;_ __________ --I_-~_,__,,_:....::, _SPECIAL CONDITIOJ\J$: Use _ -.~."' ,..,._ Fire SprinJslers J.,;,,.,,! 0 ..,. Zone t....., A Required [;JYes ~o 0 OFFSTREET PARKING SPACES: N-OTICE SEPARATE PERMITS ARE RE'QUIRED FOR ELECTRICAL, PLUMB- ING, HEATING, VE_NTILATING OR Al R CONDITIONING, THIS PERMIT BECOMES NULi: AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. ~ I HEREBY CERTIFY THAT I HAV.E READ AND EXAMINED THIS J~~~~i~TJ~2;~:9EJ?:}i:¼~rPto0Wi(~cj~~~0.1lR~~~g7!~~ -HEREIN OR NOT, THE GRANTING OF A 'PERMIT .DOES NOT PRESUME TO GIVE AU1'HORITY TO VIOLATE OR CAl'\IOEL THE .,PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGOL:ATING {COJ:l,St,;RUCTION OpTHE PERFORMANCE OF CQNSTR\jC_:rt<;>N • ..._...,,_.,,... ,A' ~,_ . · ... - Special Approvals PLANNING DEPT. !-fEALTH.pEPT. FIRE DEPT. SOIL REPORT OTHER (Specify) Ef\lGINEERIIIJG DEfT, WATER DEPT. No, Covered Required Sq. Ft. Received ' No. Open Not Required, , ~ · · 1-~(_-~'Lt,"'-,,:r.f'!.,;_ . . . ~-t '? ,;.;.1&-> . SlijC.tiJ\,1 Rf,'0/; C,J:!!.RAC'T'0ll 2J' AUTHORIZED AGENT (DATE) ·l---------f-~---,--4"-,--------t----,---,----; /V'{\,i'",:' r.,;, n n~u-,,,,_u 5: ~ 11-· l·'"·~e,; ,r ._.A __ ::v-,f~t· :~ ff,.~·~~-·~.·' ~<-';7 .. .. ....._..,...,..<>,,.,.4 ..-,; • ""'"" •• ., .... ~ ·-~"'r:l ,'7f,;J! SIGNATURE OF OWNER flF OWNER BUILDER) (DATE} . WHEN.PROPERLY-VALIDATED (IN THI_S SPACE:) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. 'M.O. CASH PERMIT VALIDATION CASH· .-... ·····,. INSPECTOR 1· • -INSPECTION RECORD .-.DATE ' REMARKS INSPECTOR I FOUNDATIONS: ' I SET BACK .... .. •. -. .. . ' ' TRENCH ' REINFORCING FOUNDATION WALL & .• WEATHER PROOFING CONCRETE SLAB . FRAMING I INT. LATHING OR DRYWALL I ) ., EXT. LA THt NG I MASONRY '· " ! - FINAL USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 12-6-76 Footings and Steel-Okay t. Plude. 12-13-76 NO PLUMBING PERMIT-Underground Plumbing and Rough Pl,umb.Okay South- end line Underground plum:b. E. Pluae 12-16-7 6 .$oil line and Underground Plumb. -T est Okay cneter and line 11 Underground waste okay. E. l?lJJde -. 1-18, 7/_ 2 o~)iar Reb~~~'t1bt~~<t\c:.Y· le'ba~r'o'k1a./4'6<il< ~:'tif di:tJea4~<t,orE o¥1b1ti1ar. E. pl ude. 12-27-76 Soil line and Underground Plumb.-Okay Undergrourid Plump. for bathroom ar-ea .. E. Plude. 1-31-77 Re-bar, slab-1-6 and c-m, okay to pour slab. E. Plude. 2-3-77 Re-bar Slab -Partial Steel in slab Okay, in case bottom of Col's Okay. E. P ude. 2-9-77 Rebar in slab and rebar in masonry -Okay E. Plude. 2-17-77 Footings; O.K. B, Nelson .. r ...... -----------------------------------------=-------------- r l "· ~~#Giitt1\.:.:o,;c:r1::i'at'x"'kf·)tStri:trt':11i"-,:__e:!:t_i1-=--,'·"'&w-~4;;:{&:1 ~·-ib-.. «-'-·;{:-~~ .... ,.'·.J·,J ... !~--t: :/-· \:--,_ v;, f .,,.._ ".'."'"·,.,._, ~!· •J-11:at---,.,.,_~; :7"' ;;,;;; ·. •o, ,,,., M'• ,_._. . .. , ·--,. "-~---" ,._,., ... :.~ ., ... ,-,•..J/'y~·-•. ;'..w;,·:#1·"'#=$--~"&Jl~ I / .\ . • ,.., .,, -·· J • . ·~·' )( AAAAAA.A/4../4..AJAAi·ul~l-i.,AA.kAA ,J-utA.1l!A~1~t..,.!),\A AAlA/,tAA.JJv)~.1J:jA\JA..A1,~, IM'v./4\/i.':-. ){ ~ ~~ ~~ -:<: . .-.. '····'. . :,; '. ~ (!:Ji .. i1"'. ·"· / ,.,,_ ~ .... --. ~"-..... ~ ! r t· J!.I 'it 1·~ 1· < ... ~-<,, { ,.~ ,. ,. lt-( i Y ll ... r ~; ,t, ·-i 'f, a· 14, .14' ll ,, ... ·.:· ·.', ..... ~ . ,: ,;;.\ ~ ~ Ii ~ ~ /} t • " . :! il ,, ; ' ~ t>l' >. li ,., & ~ ; : : .. ,,1,,. "-"~. ~ 'Or '-1' •t;,-·t.-~ ... lj, 1"" J,-J,11,-'!~· ·-~ -~ 41 i,~~ .. ~ • ,:, ~ ..... f---·1,. ..... ~.J:,~;;:., ~ • · . . j( • "'--I l ~~----·--_;..:;:; \,;,,,., ~ f " "'-Y....-1/ N:,,,1 7 ~ r · V , "i., ir·· •"" l WJ; r-,(}.. ,,..., r :} tJ.-· r, t .. -~ '.Ii,· ~ ~ \.., I T !l · l11 If'~ t., P<til'~ t"j~ fj F-1 D \ 1,\:{:~\~ Jj /.:.; ' ~ ~ \• ,,.•;!<>lll(r.•lctt,o.J(.O (,1.r,;J , ~ ~ ·~-~int #<;JI , ~ ~ This Certificate issued pursuant to the requiremen'ts of Section 306 _ '·i.~(:::::Jitf · · ~ 3 of the Uniform Building Code certifies that. at the time of-issuance t . ? · this structure complies with appHc_able ordinances of1 the City }> j regulating building cons·truction · use. ~ ~ . ', -. ~ ·. 3· Use Classification Restaurant ,:: ·---Bldg. Permit No. 76-42'23 ~ / ~··Group B-3 Type Constructioh-·-V-lhr Fire Zone 2. Use Zone C-2 ~ ~ I • }> ~ Occupant Load ·.. . ~ ~ ,. . • . . :i?-- . ~' Owner of Buildint;,··:··Far· West· :3ervj ces ··'Ad-dress ~ -~ ~ B~ilding Address'\.!~-2 ~i'] 5 -EJ. ·c~J¥,OQ. Re9-µocality_-+--_;,_--'+-+---:~--,;.-.-=----"---; -~ coco-Reuben's.":(·-·'" ·· -'.: ~-J "--: · ·: ~ .:, < ... · · ,. ~E}> ~ _____________ ...:,_ _ _..._iv.,¥,,:~~~...4~~~~-=::3.t:.la~.!====-~ ~ ---------------------=--=---''-'------------~ ~ ' NOTE: Alteratians, changes, additions ar ch~?·gu of occupancy nullifies this certificate. > ~ (Poat In conspicuous place) . }> ')(.ff'WW~~~W;!./~'WWWWWWWW'WW'WWX ·: • \ 4' "i ,. ~ ~, rj -\ I~ ' .. ',\ ,_,; .-:,·, .·:_!~'-· ': . ;;::::~:f . . -. , - . ;, ·,: ·;-_'<.: :-~':,.::~r i;;·,i-~:'' -,.,-. :::::~;,>~ .. : -~--.... ~:_:: p . 'J..-;:.:...·;;.:~··:...·-'-----,-..,.:.....,-. ..:, :.,:·· ~-...;...,.,.,;",--+ ,· ·-;;.,.··,..:."--,,.:;,.,.a-----~"-'-~--',--;-.:...,..,:,:,-'--'---..:.;..--· -·C:..: ,---' •• .illlll"lii'~-~"""',.ii!: ........ ,_,:_/!'!'\':' . ...,../2'.!!!!'"'!!!"i·"'!"!"...;'!'""!!~· .... ·'!'!'ll· .. ··---·l!!i·~-l!!i'''.,·· ,_, ----------"'!·'!!4··; ~·: \i .. ::,'.,/:;, ,:· .. .. ,:·:~;::\ ,_:;_.:/·_:·t,,:: .. P.ERM}:f,F.!:;ES· ,.,_,- t \ . -·. :: ·:':Np_~,{ ;·_·:;/;.;X~,:r.trvp·~~f-Fixtoreorltem Fee ~ · '·sfi1:c1AL-:cqNb1T10Ns: ·: -: :.' ,:11~-:vi{°Af.:$'if:f~9~"'-T'('!o1~_ET) r · ,, --. : -,. .. , . ; :, .. -J -~:A.;t}~';fµf::_ :, _ < -- ~->: ";::._: ,,., ' '~ ·: !-,~YPiTl::>F.lY ,(WP,-SH BASIi\!) ' 19 so- t ' n ~< [ . -, ,~ ...... Sl:-IOWER ~--:. ~-,··--'" ~ VACUUM BRE;AKERS., LAWN SPRl~KLER-~YSTEM _l _ SEWER NUMBER CLEANOUTS 5 00 kJ )~~ G->l•?"I ::;-~c;;~~~ PIT S_,;1.:NATURE O'F C,ON\ft"Ai:,T.9" ~~ .. _A~·~~H~R~.ZED AG~N~ (~AT.E)' . . ' .. 1--,-,....._+--+---+---'-+---'-'---,--+--'------,;;,,---------+----l---'-4 : t,: -' IS!> UANCE[~~E ~ , Stli: SIGNATUREOFOWNER,-,F'.ow.~~R::.,~.~:o~-~,_.-_ (oA,TE) _ .• ___ :_": 0 :;_; _ roi;:l),LFEEt· ·~ 95 OOJ PLAN-CHECKVALIDATiQN.; CK. M.O. i::AS!-1 ··--PERMITVAL.IDATION',) CK. 1)11_.0. -'¥,· 's~'. , ,-CASH: _,_"-. ,. ~ ._ . .::..~-·-..... -- .INSPECTOR: ·, r -~ ::·.-,·. ·~· .. , .. "ELECTli:L~E:Ml;·APPLt'.in~·N?~ls~~-~iJJ . . City of CARL~~AD, CALIFORNIA 9200~ ? / ... ,,.,-,-/ C, ~ ::z: Applicanttocomplete:numberedspacesonly,. Phone 729-1181 Permit No t;,,,.r, ..,..,t V ~~ J ~OB 2:.S/s . A/ /4 A .. ,~~ ~p h~r./) 'f} I LOT NO. BLK-I T1'ACT .·_:;~~_-:: •.•• }'. 1 ~~=~t -<OSEE ATTAf.~:-.D SHEET) , ~:...'":;I" 1-o=-=w:::N-:-:E~III_,__'(_~ -.-----#-.. ----'------:M::-A771 L'-A'"'o""o"'"11£C'.".S-:S,--...;.. _______ .,.Z-:I p:-----.:----~P,.-O,-N-E------------1 •. ·.,4, 2 /4~,,.~ -/r..L""' UN , <? co-~..:z • . MAIL ADDIIIESS PHONE LICENSE NO, STATE CITY .3 · .-_,.,,~1/.4,.;,6-Lv.n.,,,:t.. Ar..e--,,~/. //00 I". ~-.. A--".'L-!'.,.r,;--o?.,,/4 .. ,., :..._ / ;?Q.77 __ ;;_~_~.\-~_:,, AIIICHITECT 0111 DESIGNEIII MAIL ADDIIIESS· PHONE / / LICENSE NO, ./ 4 . , ENGINEEIII MAIL ADDRESS 5 COMPENl?ATION I.NS, CARRIER MAIL ADDIIIESS 6 USE 01" BUILDING. 7 PHONE LICENSE NO, 8,.ANCH ·~ "o1. \ ·, . -t ,•, ::?1 .,-~ i_.:11 ·,,:, --·.j ~-,:,• ':}?}: -::,:, t-s_· .. ..,..:_cl_;.ss_o_f_·w_or_k-:-: __ D_N_E_W_. __ D_A_o_o_1_r1_o_N __ D_A_L_T_ER.,..A_T_IO_N_. __ D_RE_P_A_I R----------------------1-j~ 9 Describe work: SPECIAL COJ\IOITION~: PL,,NS CHECKED BY: APPROVEO'FOR ISSUANCE·BY: DATE t NOTICf: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCE[,) WITHIN 60 DAYS, OR IF CONSTRUCT-ION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYb AT ANY TIME AFTER WORK IS COM- MENC!=D. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCE& GOVERNING THIS TYPE OF· WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION QR THE PERFORMANCE OF CONSTRUCTION. SIGN&T 11r OP' 0WNEII IP' 0WNEIII BUILDElll IDAT£) PERMIT Fl:ES No. Each ISSUANCE OF: EACH PERMIT NEW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE, SWITCH, ~ FUSE OR -'BREAKER · · 1, A-/} , -?:;i ,,~1 /' -"%• .. , i.'... ":(-' ,,~~ NEW SERVICE ON· EXISTING BLDG. FOR EA. AMPERE OF INCREASE IN MAIN SERVICE, SWITCH, FUSE OR BREAKER REMODEL, ALTERATION, NO CHANGE IN SERVICE, FOR EA. AMPERE OF INCREASE TEMP. SERVICE UP TO AND INCLUD- ING 200 AMP. TEMP. SERVIGE OVER 200 AMP. PER 100 .PERMIT FEE WHEN PROPERLY VALIDATED (IN THIS SPACEI THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.o. CASH PERMIT VAUDATION CK. M.O. INSPECTOR ...;j \~; . ',:~;1 -~ \) ~::;it Fee CASH .I • • INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR ' . \ . USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 12-28-76 Underground Elec.-Okay U.G. Elec. E. PLude. 4-13-77 Rough elec. Heat and air duct. partial frame, North side only. E. Plude 5-2-77 O.K. on partial rough elec. E. Plude ·:ELEC:TRI-CAL -PERMIT APPLICATl,QN j,!./.·; 7Jf$ ~ :i'Hs; $. ,i, t :.: d City· of CARLSBAD, CALIFORNIA 92008 ' 2 ·;.n9 tf·~ Applicant to complete numbered SP<!CfJS only. Phone 729-t1'81 Permit No. __:_ 7 .,, __ ,,l · / •• ···/ JOB ADDRESS -, r· --~-~\ / .,. ~I-· \· ,d"' ':) (:1 I ,. 'r~, ~ -....-\fk ,., .. -I LOT NO. I BLK. TRACT ~ LEGAL <OsEE ATTACHED.SHEET) t DESCR, _ OWNER MAIL ADDRESS ZIP --PHONE ' ..... ~ .. ,; 2 F"'~) .. \Y \Je<:"\ /..,,. ~ .,.,&'s.·--\..'\.¼.~'""\ CONTRACTOR 12\.Q MAtADDRESS PHONE ST-ATE LIC. NO. CITY LIC. NO. 3 < t'r"'---t.~ '\~y ....... {;.., ~ ~,q.., c S"'l'-(_, • • • _..,_,.. < -- ARCH IT.£°CT OR DES IG"NER MAIL ADDRESS .. PHONE LICENSE NQ. 4 ENGINEER MAIL ADDRESS PHONE LICENSE NO, 5 (v.· _.,.. COMPENSATION INS. CARRIER MAIL ADDRESS v1t~ ~- BRANCH .:;!:1:· l ' /4::;? ;::;· ,.·, ;:-• '..,I' ..,. 6 .,./ ~·Y>' :,?,,:,;.,:i!V~ ~? , . I /. .. .. 4 . 1--·· l-./.l -.,.,,.,,V _,.,.i;o .,. ,.. ':f':_.,fi}" -~ USE OF'BUILDING 7 ~ ...... ~,,,..-r ~,!' -~ .. ·~""'{ 1 ~ 8 Class-of w_ork: DNEW 0 ADDITION . 0 ALTERATION 0 REPAIR ,. -"> .Jn~ r,,· A~ A-27'~~ 9 Describe work: h~:~'-,:~ -, I 7 -v-. -/ .. V PERMIT. FEES ... :-... No. Each Fee SPECIAL CONDITIONS: SWIMMING POOL WIRING, .. NO INCREASE IN SERVI CE NEW CONSTRU.CTION, FOR EACH ·APPLICA·Tl~;,.ACCEP,.,Y: PLANS CHECKED BY: .,.,o,m ,~ "f" ,, AMPERES OF MAIN SERVICE, SWITCH, ii . FUSE OR BREAKER l) I'"' r DATE ,,.. -. • NEW SERVICE ON EXISTING BLDG. NOTICE FOR EA. AMPERE OF INCREASE IN MAIN SERVICE, SWITCH, FUSE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-OR, BREAKER TION AUTHORIZED IS_ NOT COMMENCED WITHIN 120 DAYS.OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A REMODEL, ALTERATION, NO CHANGE .. PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. IN SERVICE, FOR EA. AMPERE OF I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS INCREASE APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCE~ GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT TEMP. SERVICE UP TO AND INCLUD-PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING ING 200 AMP. CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. .. J J TEMP. SERVICE OVER 200 AMP. -!n PER 100 ~\,%._,)\_~ ~{tT~)r:-t) slGNATUE" o/!' CONTRACTOR OR AUTHORIZED\.GENT ISSUANCE FEE TOTAL FEES //} (3'(),... ,slGNATURE OF OWNER IIF OWNER BUILDER) DATE WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK, M.O. CASH PERMIT VALIDATION CK. M.O. CASH - - . .. _,. .. ... . ' " . . ,,~ .... --' .. --... .. , '·' .-;.,. . -. . -. -~ ---... - - INSPECTOlf -• lNSPECTl"ON REPORTS DATE ITEM REMARKS lNSPE'CTOR ,• f.• • ·. 'i .. USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC.. .. --. f,~:· · .· ·· .· ·, :'~~f ~0'.~(~~;;,7,.,'l ;i7;;;l:f:~;~%f I:'.~i;:·','.', :: c;',",ZiJI~t:;;~~~;-.~ '.~1~:~~~;s · _J' · ·· ·--···:Me-tt-tAN,·c·AL _pe·RM1r A·PPticAr10N \ .. · .. · · -·, · · · · City .ol CARLSBAD;· ·CAUFOR~iJ( .92008 App/icanttocomp{etenumberedspace;on/y. '.-· . Phone 729-i,·:a, . Permit No.-~?'%-:,/t.'l)?? JOB Al?O!I E.SS LEGAL loESCR, I LOT NO. , .... ,,." -,~Al_~ f'DOr:,:E~~ t,· ZIP ,. PHONE :~ 2 f'ar :~t ~. lQc;.,1. f:11: tJ.. ·S.· l~~ ~ ~ tA :9j-1DS. 1 OWNER CONTRACTOR MAIL AOO.RESS ~-PHONE .• -. · ST.ATE LIC. NO. · "CITY LIC. NO. . . 3 W.M. ~-En.gr~, t'o.., J~4 Vaniea 81Vd.,~--~A... '6.tif (~J.):-·9J.'14Jtj): :287684. {C-20)·· -13128 1 ARCHITE'CT O'R DESIGNER . MAI~ ADO'RESS. ' .PHON.£' LICENSE Nd, J 4 -aiu-a.. · ~,OO·Ne~ Bl.i. -~Ji.-~·-tt ('14) .4'7f-._·; ·0100... 1 ENGi~~:~,..,... •. "7""!' ' J,.;._j;:f;~~-· . ; J, . ·. • : .. P~~N·E · . .. . LICENSE NO. • .i ': ..... :-i;:l:~t~f: t~d!Ji~t~i)~' ·ffl......:~-,~-r-\~:-~-=:: .. '-'. ·~:,~-\-~R-~~-:H-=-, .::.-'_ "-'' '---'-. o'--'-,---'.?-.:-'-{·----FI: :-· .;c;:-,1~ us~ <?F··e.~ILDiNG. i . ·.1 _fte~t. • .·:-:; a-Class of work: . lXNEW D ADblTIO'N .. · D Al.-'FE-RATI0N . OREPAIR Type of Fuel: Oil .0 '. Nat. Gas ~ LPG. 0 , .. \<' ·; PERMIT FEES . SPECIAL CONQltidNS: No. ,Fee Air ~o_nd:".Units H.P: Ea. . J'.f~ -~on $ 4W' Refr.igerafio_n Units-H.P. Ea. Boilers-H.P. Ea. '"" __ .. B Gii~ Fired A.C. U!Jits~T9_nnage Ea.'f,/14?. • .., IJ"IL · For~ed Air S,ystems-:-B.J .. U. ,-,, "..,.~Ea._-.. :~·· -, ~ : ·, . ' __ •,., •,'' .,.:-" _ .. ' -i:. >stGNATURE_ OF CON1!'ACTOIF0'! AUTHORIZED AGENT j-.. ,_. ______ :-<b. ISSUANCE FEE ,!111GNATUftE OP' OWMEft' IP'•OWN•Eft:BUILD£111: (OAirE) TOTAL FEES· · , . Wt{EN:l'ROPE~L Y VALi.DATED (IN .THIS SPACE·} THiS IS ;YOUR PE~tJIIT I > • • -• ~ • • . PERMIT VALIDArlON: · : ·qi<. :· .-,: -~··::· ~.' '' _, ••• 'J •, -.. 1 ' .... ~ • •- INSPECTOR / • INSPECTION REPORTS DATE ITEM REMARKS USE SPACE BELOW, FOR NOTES, FOLLOW-UP, ETC. 4-28-77 Partial Mechanical: Not ready. E. Plude 5-2-77 O.K. Duct work. E. Plude INSPECTOR • !<,. · · SIGN · .. :.Cl . ·, . EtECTRICAt · · i=of ~JGNI ·: tl "· :.i .•· -' ~ s--"".,...,..'--.,.. . . .-, \ ..• ·· ·,, ,. . . . . . : . f > . . . . ' _. ; -Oyvn~~·s ~~Tiie. ·'Ga-u~i...,.; 4 i;P>.J:,~-, Ma1-iing Addres~. " (P.LEASE PRll'fT}: -i=-P'~ ~' (l"UISW .,,.,. (MIDDLE} ' .·-:cont:a~t()r·:~~-~'.~~:.:~~~~:· J)Et~N .·, ... : :M.iil,ilrg'.A~~.~~s~·, ., . : . State P>~_tr.~c!_or~s):,icense~f>Jd'. :,·-~'1~'f o·.·o· :G,J:assification ·e-~·..;·. -'1), l City. :~i 9~;~~ J:h;-·.., .... : ; __ .i· ..... :...,.:_.., ___ ; ... :· .... :-· ...,..:._..__ __ ··.:;..;-~:.,..<;...:.,..·-1 · Per.son or .i::,rm ·. ,. . .: · · .·. . . · <: • · . --r-· · · .-: . j.n' c~nfrol o:f Pro~~r:t'. ·r~ ~ ~ i~·:r '}ca~~ ~~SMa'.lln_g ~d~r~$~ ..,.,~~-· .. N::tl:J:-::-MB;;-;: .. E:;-R -:--,>~. "JI. _&T~:3:ict"1r.:'t-4'Gl~~""*~-ri~~.....,, LEGAL'OESCRlf>tfdN . ,: · , . ./: . . .. ·: 1: ::<·· _,. . , ... LOT . · .BLOCK~ ; . .SUBQIVIS10N .. :; . -. '- ;:., -.·-,·, -' -~ -·. ~-~,' . ': ... ;, .. • .... , ;.• • • ti • '~ "· : ' ; , '.· •• -•• : .~~: ~ •• ., { -. } ' ,• .. ~ .. .:' : .. , : ,'' /,_ Jos LO~ATtQ~---=---~NNDiuMwieiEFeRr-'°.;-..r~=~--i41~-l-7.,..;;_~::;:,t,trn~'""""":~==::cae*~~7....::',....· ·~:-·'"" 0 :7: ~· ~"',;--· ·.._;,··;,-· ·_,....· -:". ·_,· 4 ,· . : t' - • ,I ' ', t f.lqn· Che¢k Fee $_ ..... · -........,-_,..,.-...._......,._.,.._--;-__ ··,-, '' ·. -Plan~"-approved !)y· • ' • ~ ,-' :• • ,,. J< • •• • • .. • ~ • \. ~ ~ • ._., •• -•• " • ' •• " • ¥. ' .,· .. . ·· ELECTRICAL 'PERMIT . ' ,., I J 'if• ~ --. ,, . f .• .. , •• . ·; ·.' , ·-~ · ... · ·_' .. ··.'~·-·.,:_"y: ... ···.: ', ~ . . -.. ' .. • • • • l • • • ' .. ·:-· . i ~~ : ' .. ; '.' -~-~--.: • f -: • ~···· EcJch·Slgn: .$!j •. oo· ..... ) ' . . .. :_.::. : . ·. . . ;'. Fil$t2.Tfans .. ffoo ;each:.. . ::?5 -"·t'O. .. _. ·. add'( @ .50 _e.ilch;-. . -~ ·,s-o·" fto . W'{ttmpho_lder~ · • .25 I·; -z. S-·. · · .. 11 to -J5 · . " .50 · . ,. ,,' . ',·. ··. : ... ·, , .. ·:,.._ ,,ti'"~ :: ·: -~ .. •!, I ~ ~·. -.. . \.-fr ,:: 2fl lo · S()' , -.~, · 1. 6o 51 to 100 2.()0 · )fN :ro 2QQ. 3100 l -~· •• ' :,_,/_ ··--~·, ·' •It, •', ~ I.:·,.;, ;' :,_ ... -_::-; '\:' . . ~ -··- ·~"". ·' ·:~ · . .:.~- ··':. . , . ~ ; :11 . -,' • • • • • • -:, 4 . . . ,,{~ . , f 1:;:~ D~~~\: ~ -~ .. M<1teri.~·1:i·. Panel. \ ~fi°.~--a~,ver!i l>;iq:~·~<fq~y]J,~fo~.''·_: ~.: ) \.:. _ ·_\ -~«,... -. : Heig~·t_ .+l 1 · Length·· /8 I . :uprfghts . .. ~ . Numb·erancl,sizeofposts ---·Brqcing::.~_-· ,.•i·· ·:~~:· ~,··~. ·.:· '~~ .. . ,;-•: ,:· ,,_;_·· .. .. · Numb~~ :~~d:si.ze qt br~ces· ·_}.. . .. ·. · t'f ... ne~n/sh?w ~0J9~$ ·:. _·. ~ ·': ·. ' . :~ ,. · . . . .. -:_ ,. Dept_h j.1:-1 gtound . . . · . . ·. . . _ Refh39tor m_ateri ~I?...,... __ .,......_ ·::. :: •. · : .. : ,. . ~ ... ,.QjsJa~ce qetw~~n p·anef.and•gr.ou11d..,... ___ ll-lurninatlqn? , · . f ,. .. ,• -· .. • -:, ... " ·,.. ·.<: 'R~!-ereoce -~:'"i>Y~h-oµ .. t:·ie .. _.:., . ~op: pn~_wth' ~· es.~---~---~/· . \ ~"f-,_, ·t .• ~ :., ..... --... ' •• "I'. • • i • • ' ... ~ ,.· ' , '3• ' .... _ J,,. t • . _: ·. ·; < .cA~~ FQR~LL 1NsP_1;cr1o~s JNc~uo·rNG~Fr~·AL: \ , , ... ,' :_ .,: . . ,. ._ .. · :.': . ,.{,. . .. -f.· 1~7::Eci:10N REuuiRE[rdtsJ:r:oor1N~ ~xcAyArtONq £,EF<?RE s1(3N _is EREGl'Ett· .AP,PF{~Y~iLf~~~{s~A~~,~~i~~t6N'·S~,e·; · · "'I:., • .. ,,·, 4 ,'• ..... ~--..... ,· •• -;~_-· •• _;·.,'. ~" • .-:•.·;..~-----t·:~ I;.,.,.• ... ~:. ,~:•-. ~-~ '> _.:,:::""-. • •. 1 • • ::;•.~ . :: ·t /'. ',... . -;·; ·: ·, ' ·:: : :.-<.:. -;) . :." ; #" ; ' • ' ~ ....... 1'. 't ' ~·' . .-.• • ,·i·.i: . . ;;' ·-- _..,.:.. > ~ -~ l: >: .. . '.-{' ' ... • ~--"t. • ... . ·. , • -_,; .. ,~ l ',_ - . .. APPLiCATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM CITY OF CARLSBAD N'! SE 1847 I BUI.LDING DEPT. ENGINEERING DEPARTMENT 729-1181 EXT. 35 ..... ~; . ISSUED BY lf -~ (', \ t 1--:: ... \ \_ FOR APPLICANT TO FILL IN "'.'.tr-, -ft ... DATE ISSUED r\. .. ; .. ' _, . ,.. BUILDING ADDRESS ·. ,~l.!'7 ( l~ Fi (,1_._ ·, ! ,', ;.~i:·. ~\i_. VALIDATION OWNER ,.-<'"<( --. ·-t.:.1.: ! I~ ff,_,,:.. ,; r-= ·::", f'·. 1·r . t '· ! .. ,·1 ;\ MAILING ADDRESS LATERAL CHARGE COMPUTATION CONTRACTOR ¾: • ,-.\> • \i~ ... /~, r.;.! ·~ ,{ .... -~ ~ ...... I.\'~.--,·. STANDARD 4" (Max. H. 30', v.. 10') I ! ' ' OVER 30' H. @ FT .. . . . ·,• 7 ,. ;i. .... :: *h~ ... ; ~-·., · .. 1,; 1t; OVER 10' V. @ FT,. CONTRACTOR'S ' , ·' ADDRESS ' / ;1, , ... /).,; V . :_r( -11 ~ :, ;_; STANDARD 6" (Max • H. 30', V. 10') OVER 30' H. @ FT, NEW BUILDING ''I I EXISTING BUILDING I OVER 1Q' V. @ FT. LEGAL DESCRIPTION TC>TAL CONSTRUCTION· cost l '!::I ~ { f 1/1!'J "' SERVICE CHARGE (REPAVING ETC.) r·i)...~ ... "2,... TOTAL LATERAL CHARGE- REMARKS: l t t {\ ·:, ~, -P6 il. : .. \ er· LINE COST DATA f ~-) ;:-_, 1 -:~, 12 i ML. I:' ,,.,. . '"[) ----. ---ito,.,"*"i ASSESSMENT DIST. NO. \ · .. r t..,;;,,) t ,,_v: 1_,.. -FRONTAGE COST PER FT. TOTAL' OTHER LATERAL LOCATION CONNECTION F~/= ~ I I ...= C) ~-(/) NO. UNITS COST PER _l,JNIT ' TOTAL ..,,. /'" !'\ /'" '\ PUMP STf\TlbN· FEES \...,,/ \... ./ NO. UNITS COST P_ER UNIT TOTAL I ST. I TOTAL CHARGES (LATERAL ETC,) LATERAL NO. INSTALLATION DATE LeR~Y CRANDAL~ AND ASSOCIATES consulting geot~chnf~al engineers a 111.n. alvarado st. CJ los arigeles, ca. 90026 a (213) 413-3550 ...... ,,,_ . "' ,.,~ . . . ·-·-·"' - -·- - December 9, 1976 Martin and Tranbarg~r. 2304 Newport Bou~evard Newport·Beach, California 92663 Attention: Gontlemen: Mr. Bob Loeffler Foundation Support -·sa~ement Area Proposed Restaurant Plaza Camino Real Shopping Center Carlsbad, California (Our~ Job: Ho .. Ar·66035-C) Rf CEIVED DEC 9-197G MARTIN e'-TRANBARGER ~TRL'~T...'R/1.1... ENG1r,1r.i:-n,::, ' , ___ $,J This letter verifies our recent discussion, relative to the soil and water conditions at the location of the planned restaurant building. We previously performed extensive foundation investigations, and inspected . a~d tested compacted fills, for the shopping center. In 1967, ~.e performed a supplementary investigation for two TBA centers, one for J.C. Penney and one .for the May Company. The-location of the May Company TBA Building, at th? extreme northeasterly corner of the shopping center site; is ~ow to be the location of a restaurant (the fBA Building was never built}. During the site grading,_ and as confirmed by the exploration borings at this location, compacted fill on the order of 10 feet was placed ~nd properly compacted; inspection and testing was performed by our personnel. Subsequently, an additional foot or so of additiona1 compacted fill was placed and properly comp-acted to -bring the site to the desired suograde level. We now understand that the restaurant building will primarily be at approximately the finish grade of the site. However, a small basement area, some 18 x 30 feet in plan and ~xtendin~ to a depth-of approximately 10½ feet below the floor of the restaurant, is planned tQ-the east of the restaurant b_u i l ding. The excavation for 'the basement has been dug, under the direction of others. Based on our records, the soils at the bottom of the 10½-foot • .. - Martin and Tranbarger Page 2 December 9, 1976 (Our Job Ho. A-66035-c) excavation should either be the extreme l~wer portion of the fi11, or in ·the upper portion of the soft and compressible natural alluvial deposits. · Further, based on past· records, the ground water should be at approximately the upper surface of the natural soils. At this location,-the site was originally low land and of a very swampy natµre. Accordingly, foundation support at the bottom of a 10-foot excavation.will be difficult. . . One possible means of providing adequate foundation support would be by the use of driven piling. If this alte_rnate is chosen, then the entire restaurant {rather than just the basement area) should be supported on pi 1 es; support of only the basement portion on p il l ng wou 1-d resu 1 t in differential settlement, since the piles would provide more rigid support than spread footings on the compacted fill. If you desire, c9pacities for various alternate driven piling can be determined; ·no values have yet been given. A second possible means of supporting the basement portion, assuming that the re.mainder of the restaurant is on conventional spread footings at shallow depth, -would be to provide a stable base on which to support the basement o~ a thickened, reinforced concrete slab. The soils should first be excavated to a depth of two or three feet below the bottom of the pro- posed basement slab. The excavation should extend, in plan, to some five feet out~ide the basement dimensions. Based on our past records, we anti- cipate that groundwater will be encountered during this excav~ting, and dewatering by pumping will be necessary .• The lower portion of the exca- vation should be carefully done, probably using a backhoe, to minimize disturbance of the underlying alluvial so11s. After the completion of the·excavating,·coarse rock uniformly g.raded ·to.a maximum of three inches, may be placed in two increments. Each in- crement of rock should be rolled with a tractor or loaded dump truck, or vibrated with a vibrating compactor, to compact the rock into place. The foundation for the basement should then consist of a reinforced concrete slab, thickened at the edges to extend at least one foot below the upper ·surface. Since the excavating for the basement area is removing some 10 feet of soil, or the equivalent ot approximately 1,200 p6unds per square foot, settlement of the basement area if supported in accordance with the above recommendations, should be approximately the same as the remainder of the __ restaurant building. -- - -· Martin and Tranbarger Page 3 .. Decemb~r 9., 1976. (Our Jo~ .No. A-66035-c) Should you have further questions regarding the methods or re- commendations, please do not hesitate to call. RW/lb (3 copi.es submitted) Yours very truly,.~ LeROY CRANDALL AND AS_SOCIATES b~c~ Russe 11 C. Weber, R. C. E. 8954 Vice President '\. PROJI~CT: C'ornbr) / Cax-lsbad, CA D2>i:-:crnber 29, :l 876 \VORK INSPE~CTF.;D: I{E-CEIVED ft JAN 1 0 1977 .CITY OF: CARLSBAD Bull(:llng Department · · ooo~(:.____ s wifliam blurock & partners architects planners 2, Installation of Wall Reinforci:ng. 3,, Anchc1:· Bolt InstaJ.lati.011 .. (:'.i)MMBNTS: vvall :layup is 50% good and 50% poor. fror.n :i. ½ri to 1 {1:, horiz. arid verti.ca1.. T·_·1a... ti pr·,oz;! l ~-··1,~, "",_" ·i ... ; ... , .. , 1,.1... -~ t· .,., .. , ,,,.. ,\ _. 11,..,,..IJ JtJ!, .. .k;,:3 t.I.l:<.":l-, .• :,"'.t.),~/ ~! t' rJ~l1e cells of t.b.f1 slump blocl{s are a problem· Lt1 thFt.t the rr1 LJ1j:rr11Jn). cll:·£1.:t' di.lnensi.ons, as designated by. the code, a.re not betng adhc~J:'f.::d to. 3, · Coco 1s Window post base anchors are not correctly i.nstaHed in 4 pla.c:'::"i:L This has c01ne about.i-due to the aubstituHon of 0S0110-Tube 11 ;.;ten-Ls :fo1·· square ·or rectangular. HECOiv11ViENDA 'IIONS: L 2. Be sure to lay floor reinforcing dose to stems and be s1.1.r-e fi1l dL,.·t cleaned from between stem and wall in all cases. Wall :rei.nforcing: a) Make clean-outs at top of footing' at all .ve1·ti.cal r.ei.nfordng, b) · B!·eak off mortar to obtain 211 x 3n cleai, ceD.. c) d) G:cout vv,alls so:Ud to pl.'esent height ... ns'.·-~11 -,:, -!1-01 ;.;.,_., '-'i11 ::ind rtrno· t "hor~; 0··1-"6 1. 'Pl.'"'"'·.,., ·M,ct l ._ _aJ_..t. L,o~ .... tL, .. ,v J ..:..,.,,L :,..., •. l_ ~~!.: ... : ... 11? l. t,c1.. .t _,. -~~ Cl_1_~~~ up from this point on. {Note; The above recom.mendations .have beEm discussr:)d 'N~th !l/1x-. C·r•::Em. of the C::•.rlsbad Bai.1ding Department <.1.nd are being ma.de tn conjum:ti.oi:., W·1.""·l-1 b:,, o-~fjn:,,) J,._ .L l. ,;,, J. .• ,_ L • By: Hobert P. Loeffler .Project T~ngineer JV1artin and Tranbarger. Structural Engineers IHSTRIBTJTION: R. H. Wade and Associates Far West Services. Inc. l\11:'r.tin and Tranba:cger Vv;iHiam Blurock 8-l PHrtners (\VA. CW. BS, fih::) C;:,r1'-<b··-,,.:i ~1:;·,•i.ld1.·1·1cr D,:,r·,t //.\+tt1• "i\,·Tr r_iN_·'P'",. -) . ._~._...._ ,..,., l"-) .. v.J':-.g_,v,.,,.,.,••,.t, !\.,., --!. ,J Jurisdiction of ----------~~---f---t!~ __ _ Owner _Cc_co __ S ___ r;,.~~f =~«:?::•:::,:~(~,~ion--------------------------- Job Address ............................................................... . use ........ /r rs 1' A U. .. tAJV-r .................... . City ........................................................................... · .. State ..............•............................................................. Total Allowable Floor Area ................. : .............. Sq. Ft. Type of :C / f( R Occupancy '/3 J . Construction ...................... Classification ....... ~ ........... . Fire Zone No ... ::J:I:. .......... Stories ....... 1.. ................... . ~ Basis for Increase . f"t' Pr,,,_,.., 1J/1J t? IV A:~"' ... s ~ oe s ........ . ---------,.---------------------.. --.. ---------.. --------------------------.. ----.. Floor Area: Floor (Max.) ·····························,#···················· Sq. Ft. Floor (Total) ..... /.3,4-.I.J.. ............................. Sq. Ft. Occupant Load ..................... , ... 1.7. ......................... . Corrections checked below are to be made on plans before permit is issued. The approval·of plans and specifications does not permit the violation of any section of the Building Code, or other City Ordinance or State .Law. GENERAL 1. Valuation should be $ ....................................... . 2. Show job. address on plans. 3. Give name of person responsible for plans. 4. Submit fully dimensioned plot plan. 5. Give all dimensions on plot ptary. AREA LIMITATIONS AND GENERAL OCCUPANCY REQUIREMENTS . 6. Ground elevations should be shown at corners of the building and at changes in ground slope. The ground elevations should be taken at the lowest point between the exterior wall and a point 5 feet out or at the property line, if closer. Where the exterior wall is parallel to and within 5 feet of a public sidewalk,. alley, or other public way, the ground elevat_ions should be the elevation of the public way. The number of stories in this building cannot be determined until this data is furnished. 7. The total floor area is limited to ....................... . square feet. Sections 505 and 506. 8. Unobstructed yards of .................... feet should be maintained on .................................... sides of the building for area purposes. Section 506. 9. Provide details to show that ............................. . Form 200.3 ·ho.ur ~rea separation walls should comply with Section 505 (c). (a) Extend vertically from the fou_ndation to a point 30 inches above the roof. (b) Total width of all opening~ limited to 25 per· cent of the wall length in the story under consideration. (c) All openings protected with fire assemblies having a fire·resistive rating of one·and·one· half (three)· hours. (d) Ducts through area separation walls should be avoic!ed. If allowed, fire dampers on each side of the wall are required. Section 30.102, U.B.C. Standards. 10. A fire·resistive occupancy separation in conform· ance with Table No. 5·8 and Section 503 is required between the .. 11. 12. ( ............ ·hours) ( ............ ·hours) ( ............ ·hours) Horizontal occupancy separations should be sup· ported with a structural system having equiva· lent fire.resistive protection. Section 503 .(b~. The building is limited to ........................ stories ( .................. feet in height) as a Type ............. . structure. Section 507 and Table No. 5·0. 13. A room in which a water closet is located should l;>e separated from food preparation or storage rooms by a tight·fitting door. TYPE OF CONSTRUCTION 14. Type V (lll·N) (IV·N) buildings are not permitted in Fire Zone No. 1. Section 1602 (a). 15. Roof coverings should be fire retardant. Section 1603 (a) or 1704. Details or specifications complying with Section 3203 (e) are required. Sheet No. 1 of 6 Sheets ' 16. Exterior (court) walls within ____________________ feet of fines should be of -----------------hour construction. Section ____________________ 03 (a). 17. Openings in exterior (court) walls within ___________ _ feet of property lines 'should be protected with three-fourths-hour fire assemblies. Section --------------------03 (b). 18. Usable space under the first floor except in Group I (J) Occupancies should be enclosed as required in Section 1703. 19. Fire-resistive construction for structural frame elements in the exterior walls should. comply with Footnote No. 1 of Table No. 17-A and Section ------------------------· See Section 1702 for clarification. 20. Building paper should be applied to exterior walls as specified in Section 1707 (a). 21. Enclosures for floor openings should comply with Table No. 17-A, Section 1706. Details should clearly indicate this. 22. Structural members carrying masonry or con- crete walls in buildings over one story in height should be protected with minimum one-hour fire protection. Section 1708. _____________________ ,.. ___________________________________________________ _ 23. Nonabsorbent finish and backing for toilet room walls and floor should conform with Section 1711 (a). 24. Shower stall walls should be finished with a hard, nonabsorbent surface to a height of 6 feet. Section 1711 (b). 25. Doors and panels of shower and bathtub en- closure should comply with Section 1711 (e) to (g). 26. Parapet walls not less than ________________ inches in height are required. Section 1709. 27. Eave overhangs and similar architectural pro- jections should comply with Section 1710. 28.· Projections beyond the exterior wall should con- form with the least restrictive of the following: (a) A point one-third the distance to the proper- ty line from an exterior wall. Section 504 (b). (b) A point one-third the distance from an as- sumed vertical plane located where fire- resistive protection of openings is first re- quired due to location of property. Section 504 (b). 29. Envelope ceilings should satisfy the following conditions [Section-4303 (b) 6.J: (a) Should not be used to provide fire protec- tion ·beam and girders supporting more than one floor. (b) Columns should be individually fire pro- tected. (c) Duct and outlet openings are limited to 100 square inches in each 100 square feet of ceiling area and should be protected with approved fire dampers. (d) Electrical outlet boxes should be of steel and not greater than 16 square inches in area. 30. Gypsum board ceilings in conjunction with fire- resistive assemblies should be supported at intervals not exceeding 16 inches. Item 27, Table No. 43-C. 31. Wood stripping or suspended wood systems for gypsum board ceilings should be not less than 2-inch nominal thickness. Section 4704 [Section 4703 (b) for wall stripping.] (b). 32. Final partition layouts and details should be sub- mitted prior to installation to justify compli- ance with occupancy, fire-resistive, structural, and exit requirements. 33. Justifying test data in conformance with Section 106 or an ICBO research recommendation is required for ------------------------------------------------------· 34. Rooms in which rubbish (linen) chutes terminate should be separated from the remainder of the building with a one-hour occupancy separation. Section 1706 (c). 35. Openings into rubbish and linen chutes should not be located in required exit corridors or stairways. Section 1706 (c). SPECIAL OCCUPANCY REQUIREMENTS -------------------------------------------------------------------------- -------------------------------------------------------------------------- Group B 36. 8-3 Occupancies should be of one-hour fire- resistive construction if located in a basement or above the first story. Section 702 (b). 37. 8-2 Occupancies with an occupant load of 1000 or more should be in Type I, II, Ill one-hour, Ill Heavy Timber or IV one-hour buildings. The assembly room should not be in a basement if it contains this high occupant load. Section 702 (b). 38. The main entrance should front directly upon or have a 20-foot wide access to a public way at least 20 feet in width. Section 703. 39. Light and ventilation should comply with Section 705. 40. A One-Hour Fire-Resistive Occupancy Separation is required between the boiler or central heat- ing plant and the rest of the building. Section 708. 41. 42. Exterior openings for rooms containing a boiler or central heating plant should be protected with three-fourths-hour fire-resistive assemblies that are fixed, automatic, or self-closing if lo- cated below openings in another story or if less than 10 feet from other doors or windows in the same building. Section 708. Group C Atmospheric separations should comply with ection 802 (b). 43. Use rooms should be clarified. Note that' rooms · Divisions 1 and 2 Occupancies used for day re purposes and rooms used for kindergarte first, or second grade pupils and Division 3 0 upancies cannot be located above the first s . Section 802 (c). 44. Special hazard rooms ould be separated from other portions of the bu ing by not less than a One-Hour Fire-Resistive tion. Section 802 (d). 45. One required exit should front dire upon, or have a 20-foot wide access to, a puo · way at least 20 feet in width. Section 803 (a). 46. Sanitary facilities should be provided in acco ance with Section 805. 47. Light and ventilation should comply with Section 805. Sheet No. 2 of 6 Sheets 48. A One-Hour Fire-Resistive Occupancy Separation is required between the boiler or central heat- ing plant and the rest of the building. Section 808. \ 64. \ Every sleeping should have at door approved Section 1304. room, below the fourth floor least one window or exterior for emergency exit or rescue. Group D Group D, Division 1 Occupancies should be of Type I or II construction unless complying with the Exception in Section 902 (b). 6\ --------------------------------------------------------room should have the minimum ceiling height required in '-Section 1307 (a). oup D, Division 2 (3) Occupancies should be o one-hour fire-resistive construction. Table No. -C. . 51. Light an l/entilation should comply with Section 905. 52. A One-Hour F1 -Resistive Occupancy Separation is required be en the boiler or central heat- ing plant and th rest of the building. Section 908. 53. Exterior openings for ro or central heating plant hould be protected with three-fourths-hour fire-sistive assemblies that are fixed, automatic, self-closing if located below openings in ano er story or if less than 10 feet from other doo or windows in the same building. Section 908. Group F Motor vehicle service stations shoul~ be of non- combustible fire-retardant treated wood or one- hour fire-resistive construction. Section 1102 (b). orage areas in excess of 1000 square feet in c nection with wholesale or retail sales should be parated from the public areas by a One- Hour ire-Resistive Occupancy Separation un- less th building is equipped throughout with an autom ic fire-extinguishing system. Section 1102 (b). 56. Light and ventil ·on should comply with Section 1105. 57. Exhaust ventilation a or near floor level is re- quired by Section 110 58. A One-Hour Fire-Resistive O upancy Separation is required between a boile room or central heating plant and the rest of t building. Sec- tion 1108. GroupH A Group H Occupancy more than two stories in height or having more than 3000 square feet above the first story should be of one-hour .. fire-resistive construction throughout. Section 1302 (b). The following rooms should have window areas as specified in Section 1305 (a), one,half of hich is openable. 61. Mechani I ventilating system in bathrooms should p vide five air. changes per hour di- rectly to t outside. Section 1305 (a). 62. Windows from _ ----·-----------------·-·-·------------should not be conside d as furnishing required light or ventilation sin e they do not open to a yard, court, or street accordance with Section 1305 (a). 63. Courts bounded on fou be at least 10 feet in I than two stories in heigh the required width should be increased by on foot and the re- quired length py 2 feet fo each additional story. Section 1306 (c). 66. 67. 68. 69. 70. 71. 72. 73. 74. 75. 76. 77. 78. 79. 80. 81. Sheet No. 3 of 6 Sheets ~---a---iiiiniiiiiiiii ___ stii;e-rti~-iai ___ ti;g~~~e~ou~~ _____________ square feet. Section 1307 (b). Effici~ dwelling units should comply with Sectio 1308. A 0ne-H1i·Reslstlve Occupancy Separation is require between a boiler room or central heating pl t and the rest of the building. Section 131 Every dwelling ~~nd guest room should have comfort heating acilities as specified in Sec- tion 1311. Group J \ Group J Division 1 Occ~ncies are limited to 1000 (3000) square feet ~ floor area and one story in height. Section 1 1~2. Garages should not open dir~ into a room used for sleeping purposes. S tion 1504. An appmved noncombustible mat~phal-tic paving material is required for · rage floor surfaces. Section 1504. ------------------------------------------------------------------------- EXIT REQUIREMENTS \.. An occupant load sign is required in classrooms[\ assembly areas, etc., having an occupant load of more than 50. Section 3301 (j). See ____________ -------------------------------------------------------------------------- -------------------------------------------------------------------------- Conforming exits are required from the areas below as specified in Section 3302 (a). ---------------------------------------------------------------------------------------------------------------------------------------------------- Exits should have a minimum separation of one- half the maximum overall diagonal of the build-ing or area served. Section 3302 (c). ______________ No point in the building should be more than 150 (200) feet from an exterior exit, horizontal exit, enclosed stairway, or exit passageway, measured in the direction of travel. Section 3302 (d). ----·----------------------------------------------------- Exit door should swing in the direction of egress. Section 3303 (b). See doors ________________ -------------------------------------------------------------------------- Double acting doors are not allowed where serv- ing a tributary occupant load of more than 100. Section 3303 (b). Exit doors should be openable from the inside without the use of a key, special knowledge, or effort. Section 3303 (c). Note also that flush bolts or surface bolts are prohibited. Exit doors should be a minimum size of 3' x 6'8" with a minimum door swing of 90 degrees. Section 3303 (d). ---------------------------------------------- The net dimension (clear width) at doorways should be used in determining exit widths required by Section 3302 (b). Section 3303 (d). In consideration of door thicknesses, panic hardware, door swing, etc., the required exit widths have not been furnished. See door -------------------------------------------------------------------------- • 82. A floor or landing not more than 1 inch below the threshold is required on each side of an exit door. Section 3303 (h). 83. Doors should not project more than 7 inches in- to the required corridor width when fully opened or more than one-half into the required corridor 'width when ih any position. Section 3304 ( d). . ........................................................ . 84. Revolving (sliding) (overhead) doors are not per- mitted as exit doors. Section 3303 (f). 85. Exit doors should provide immediate access to an approved means of egress. Section 3303 (g). Exiting through another room does not comply. 86. Corridors should have a minimum width of 44 inches. Section 3304 (b). 87. Corridors serving nonambulatory persons should have an 8·foot minimum width. Section 3318 (c). 88. Dead end of corridors and exit balconies are limited. to 20 feet. Section 3304 (f). 89. Walls and ceilings of corridors should be of one· hour fire·resistive construction. Section 3304 (g). An architectural section through the corri- dor is necessary to determine how this is accomplished. 90. Exterior exit balconies cannot project into an here protected openings are required location on property. Section 3304 (i). ---------------------------------------------------------·------ ~ b':_ .j Interior openings into corridors should be pro- /I ~ tected as specified in Section 3304 (h):J)oc>(S ~ i,; °" 92. Stairway .......................................... should h~ve r a minimum width of .................... inches. Trim and handrails should not project more than 3½ inches into the required width. Section 3305 (b). 93. Risers on stairways should not exceed 7½ inches and wns should not be less than 10 inches. Section 3305 (c). 94. Landings on stairways should have a dimension in the direction of travel equal to the width of the stairway but need not exceed 4 feet. Sec-tion 3305 (f). 95. Landings should not be reduced in width more than 3½ inches by a door when fully open. Section 3305 (f). 96. Basement portion of stairways should have an approved barrier where continuous to upper floors in an exit enclosure. Section 3305 (g). 97. Vertical distances between stairway landings are limited to 12 feet. Section 3305 (h). 98. Handrails should be placed not less than 30 inches nor more than 34 inches above the tread. Section 3305 (i). Two han<;lrails are re- quired where stairways exceed 44 inches in width. 99. Guardrails for stairs, balconies, and landings should conform with Section 1714. Note that maximum clearance between intermediate rails is 9 inches. 100. Openings in exterior walls within 10 feet of exterior stairways should be protected with self·closing three·fourths·hour fire·resistive as- semblies. Section 3305 (k). 101. Enclosed usable space under interior stairways should be protected on the enclosed side as required for one-hour fire-resistive construe· tion. Section 3305 (1). 102. Noncombustible exterior stairs are required. Section 3305 (m). ~1'~ ( 103. Exterior stairs should not project into an area (yards or courts) where wall openings must be protected. Section 3305 (m). 104. One stairway should extend to the roof. Section 3305 (n). It must be in a smokeproof enclosure in buildings over 75 feet in height. Section 3309 (b). 105. Six.foot 6-inch minimum headroom clearance for stairways should be indicated on plans. Section 3305 (o). Note that this is from a plane tan- gent to the stairway tread nosings. 106. Ramp slopes should not exceed one foot in ................................ feet. Section 3306 (c) (d). 107. Surface of ramps should be roughened or of a nonslip material. Section 3306 (f). 108. Stairways should Section 3308. be enclosed as specified in (a) One (two)-hour fire-resistive walls are re· quired. (b) Only exit doors are allowed to open into exit enclosures. (c) Doors should be labeled one (one-and·one- half)·hour fire assemblies. (d) Exit enclosures should include a corridor on the ground floor extending to the exterior. Fire·resistive construction should be as re- quired for the exit enclosure, including pro- tected openings. Only exit doors are per- mitted to open into the corridor. (e) An approved barrier is required at the ground floor to prevent people from acci- (f) dentally continuing to the lower level. Usable space is not allowed under the 'AIIN(.. • stairs. ------------------------------------------------------------------------------ 109. One exit from the building should be a smoke· proof enclosure complying with Section 3309. 110. Openings into exit courts less than 10 feet wide should be protected with labeled 45-minute fire assemblies. Section 3310 (d). Also see "exit court" definition in Section 3301 (c). Openings more than 10 feet above the court floor are exempt. 111. No openings other than required exits are per- ~ed· in exit passageways. The passageways uld be of ........................ -hour fire·resistive -struction. Section 3311 (a). ~ 'Exit illumination and signs should be provided in conformance with~~, /r'F' 1) e p 113. Aisle (cross aisle) in auditorium should have a minimum width of ............................... Section 3313 (b). Section 3313 (e). 114. Panic hardware is required on exit doors serving Group 8 Occupancies having an occupant load of more than 100. Section 3316 (a). In lieu of this, doors shall have no locks or latches. 115. Main and side exits in conformance with Sec- tion 3315 are required for 8-2 (1) Occupancies. Section 3316 (a). 116. Corridors of Group C Occupancies should have a width required by Section 3302 plus 2 feet, but not less than 6 feet. Section 3317 (e). 117. Each floor above or below the ground floor level of Group C Occupancies should have no less than two exit stairs. Section 3317 (g). 118. Exit stairs serving an occupant load of more than 100 in a Group C Occupancy should have a minimum clear width of 5 feet. Section 3317 (g). 119. Every room with an occupant load exceeding 300 should have one of its exits into a separate exit system. Section 3317 (b). Sheet No. 4 of 6 Sheets T. .J 120. 121. 122. 123. 124. 125. 126. 127. 128. 129. 130. 131. 132. 133. 134. 135. 136. 137. When three or more exits are required, no more than two required exits should exit into the same exit system. Section 3317 (b). No point in a room in a building should be more than 75 feet to an exit corridor, enclosed stair- way or exterior of the building. Section 3317 (c). Exiting through adjoining rooms should comply with Section 3317 (d). Panic hardware is required on exit doors serving rooms containing more than 100 occupants and in corridors of Group C Occupancies. Sec- tion 3317 (j). Every room in a Group D Occupancy should have access to at least two legal means of egress. Section 3318 (a). Doors from bedrooms and wards of Group D Occupancies and all exit openings where non- ambulatory patients are housed should have a minimum clear width of 44 inches. No pro· jections in this width are allowed. Section 3318 (b). Panic hardware is required on exit doors serving more.than 50 occupants in Group D Occupan- cies unless there is no latch or lock. Section 3318 (f). FLOOR, ROOF CONSTRUCTION, COVERING, SKYLIGHTS, ROOF STRUCTURES The space between wood floor construction and a suspended ceiling below should be divided into areas not exceeding 1000 square feet. Section 2517 (e). Attics of combustible material should be divided into areas not exceeding 3000 (9000) square feet. Section 3205 (b). Roof drainage should be conducted under the public sidewalk. Section 3207 (e). Overflow drains having the same size as roof drains and on independent drain lines are re- quired. In lieu of this, overflow scuppers three .times the size of roof drains should be installed in parapet walls. Overflow system should have inlets located 2 inches above the low points of the roof. Section 3207 (c). The aggregate area of penthouses and other roof structures cannot exceed 33½ percent of the supportin~ roof area. Section 3601 (b). FIRE-EXTINGUISHING SYSTEM A!1 approved automatic fire-extinguis~ing sy~tem m the ............................................ 1s required. Section 3802 (b). This includes blind spaces enclosed wholly or partly by combustible con- struction. Dry standpipes are required in buildings four or more .stories in height. Section 3803. Wet standpipes are required as specified in Sec- tion 3804. Combination standpipes are required in build- ings exeeding 150 feet in height. Section 3805 (b). Buildings six stories or more in height should be provided with not less than one standpipe dur- ing construction. Section 3806 (b). Fire·extinguishing system plans should be sub- mitted to you to determine compliance with applicable building, plumbing, and fire codes. 138. 139. 140. 141. 142. 143. 144. 145. 146. 147. 148. 149. 150. 151. 152. 153. 154. 155. 156. Sheet No. 5 of 6 Sheets FIREPLACES AND CHIMNEYS Chimneys should comply with Sections 3703 and 3704. Fireplaces and barbecues should comply with Section 3707. FINISH WORK The interior wall and ceiling finishes should be specified and comply with Table No. 42-8 and Section 4203. Gypsum wallboard (interior lath and plaster) cannot be installed on weather-exposed sur- faces. Sections 4705, 1711. See Section 424 for definition of weather exposed surface. Skylights should comply with Chapter 34. Plastic skylights are allowed only under the conditions specified in Section 5205. Glass and glazing should comply with Chapter 54. Type and thickness of glass should be specified. Glass and glazing in hazardous locations should comply with Section 5406. , . STRUCTURAL Special inspection· in conformance with Section 305 is required for the following work: (a) Structural concrete where the design is based on an ultimate compressive strength in excess of 2000 pounds per square inch. (b) All welding except where done in the shop of an approved fabricator. (c) Installation of high strength bolts. (d) Prestressing work. (e) Masonry work required by Chapter 24. Soil classification in conformance with Table No. 28-8 and ............................ pounds per square foot soil bearing value used in design should be specified on plans. Section 2905 (a). The foundation investigation report mentioned in plans was not included in data forwarded to us . It should be submitted for review. All masonry or concrete elements resisting seis- mic forces should qualify as reinforced ele· ments. Section 2314 (k) 3. Precast concrete wall panels are limited to an hit ratio of 36 (25). Section 2616 (c). Wood members may support loads from ma- sonry or concrete only under the conditions specified in Section 2516 (a). Structural calculations should be submitted to justify the adequacy of the structural system in resisting seismic and wind loads, and sup- porting dead and live1 loads. This includes foundations. Justifying calculations and details should be pro- vided for ............................................................ -------------------------------------------------------------------------- Roofs shall be designed for snow loads of ...................... pounds per square foot. Section 2305 (c). The roof should be designed for uplift wind pres- sures with due consideration for lateral support of compression flanges of flexural members. Floor load should. consider a 20-pound per square foot partition load. Section 2302 (b). Marquees should be designed for a 60-pound per square foot l!ve load. Table No. 23-A. 157. Garages for the storage of private pleasure cars should be designed for a minimum 2000-pound 167. Details should be provided on roof (floor) dia- phragm connections that indicate how the wheel load. Section 2302 (b). shears are transferred to vertical shear-resist- 158. Live load sign·s are required. Section 2309. See -------------------------------------------------------------------------- ing elements. Connections should be justified with structural calculations for compliance with allowable values. 159. Glued-laminated lumber should b~ fabricated in accordance with Section 2511 (f). 168. Nailing for gypsum board (lath, sheathing board) 160. Allowable stress in glued-laminated members over 12 inches in depth should consider a used structurally on shear walls should be specified to comply with Table No. 47-1. depth reduction factor. Section 2511 (d) 6. 169. Shear walls utilizing gypsum board (lath, sheath- 161. Bolted connections exposed to the weather are limited to 75 percent of the allowable load unde·r protected conditions. U.B.C. Standard No. 25-17. ing board) cannot be used to resist loads im· posed by masonry or concrete walls. Footnote 1, Table No. 47·1. ,162. Anchorage of concrete and masonry walls should comply with Section 2313. 170. Railings should be designed to withstand a 20 (50) pound per foot horiz_ontal force. Table No. 23-C. 163. Plywood grades should conform with Table No. 25-8. 171. Ceiling joists should be designed for total load 164. Justification is required that sufficient slope or camber is available to assure adequate roof of not les·s than 10 (20) pounds per square foot. Table No. 23·C. drainage after long time deflections. In lieu of this, roofs must be designed for possible pond- ing of water. Section 2305 (e). 172. Interior partitions should be justified structurally for strength and deflection criteria specified in Section 2312 (b). 165. Details on stressing method and hardware along with justifying data are required on prestressed concrete work. This data should be submitted and approved prior to ordering of material. Note that all tendons should comply with Sec- tion 4303 (c) 3, for fire-resistive purposes. 173. . ................................................... should comply with a specific ICBO research recommendation or justifying test data should be submitted in compliance with Section 106. 166. Welding data or details for steel decking used as a diaphragm should be provided. Information 174. Plans should indicate that foundations extend below the frost· line. should comply with a specific ICBO research recommendation or test data submitted in compliance with Section 106. 175. Provide complete specification in conformance with the design for ............................................ Additional Corrections: These sheets are a part of the plans and shall remain attached thereto. Corrections as above indicated will be complied with. Rechecked and Approved ........................................................................... (Sign Here) ............................................................................. . Date ......................................................................... . 1 {) ' ~·7r Date ............ / ............................ ~ .......................................... . Sheet No. 6 of 6 Sheets INTERDEPAJTMENTAL INFORMATION SHEET . \ ILDING DEPARTMENT \ Rro E Iv E o ES c:JS)/-/0/ ~ c/J .1 ·-01NG ADDA s: ____ --=-~..L-t.a-Jl----'-i<L~--.wh-1&,1~C.-~~L..--IC7d'--~""""""'::;..:,s'!"':E=P::----;r-1'Z'l"'"3-.-:19=7~s-- CITY OF CARLSBAD NNING DEPARTMENT -----___________ QT WIDTH--'--______ _ _ ,,__,_ _ _.ALLOWED_\-U,' IA~' - I r;-J l "-....,_ I I NEERING DEPARTMENT l"-' t')u::\-~ ~ ro,r 5 ( l-0 V'~ V( re tv R ~ Kt"S ?7,l/G--: INDUSTRIAL WASTE i)(:'f2.:r,.trr g._£&u1f24..D \I ~-., ~ 8 If, · .:-co IMPROVEMENTS ~ ~ s r/A/G::: SEWER CONNECTION 9@ :)..:S'O~ Sa-.~ :i...~~0 ,,.. ,:.:D11VEWAY LOCATIONS rl> 8e 'JeE,l?Cl,J> GRADING PERMIT # ~ • ~ 7 :':~1SEMENTS #t2A.1~ ... ,. . . . . . . . . ... .DRAINAGE e-x-~l""/&.a lflur:_ . ? : '" ,/J L/ r, /111;9 7C# ieJ;?""/1' AISaJ PAA°k - ~~AL DESCRIPTION ,r_o~~~~ /A/ta, "-.l9Y1't/1', ·/':. DITIONAL COMMENTS ~~ ~S-1: ~ . 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"' . ,· . .2304 .NGWp,t;if·~eyulQVOrd,-cN~;;,or.t &n*~:·1ca111ornla ~6dO.,, (714) 675-0715 , . · . .. . ~ ~·. . :... . ..... -·,, '.·-·= ~ ~:. ·:-', :.~i·~ ·, ... :_ .. _ , .. -~ ' . ', ,-'"" .:." .. ..,,., l . l l . i I . j l !' li ' 11 ' ! l l ! ji ,1 " \I l ! i' . t II ' /1 ' I l i I ' f ,,f.: -i ...... . . B T,JLLE TIN 'TO: DESCRIPTION: REASON: REQUESTED: R. H. Wade and Associates 7702-3 Balboa Boulevard· Van Nujs, California 91406 00-·10, ~\ . i .·· ~----~' . ::.::. . •. .::.:.::; I william blurock & partners ·-architects planners 1. Refer to Sheet E-1, single line diagram. Change feeder PF-11 (dishwasher tank heat) to 3#4-1½11 2. 3. c o nd u i t . · C h a n g e s w i t C h to 1 0 0 amp e re , 3 po 1 e · fused with 70 ampere type 11 LPN-R 11 • Refer to Sheet E-6, Reuben's rower Plan a. Delete conduit junction boxes Delete c,ircuit C-31, 33, 35. rough-in, flexible conduit, and wire for rough-in #95. C-31 wire from conduit run At conduit rough-in #87 add junction boxes, con d u i t an d w i re a s re q u i re d to co n n e·c t to one (1) additional blower coil and light to circuit C-5 as indicated on ~heet K-6 with Delta 2 Revision dated 12-8-76. Re f e r to S h e e t ·E -6 , Pa n e l II R II s i n g 1 e 1 i n e d i a g ram . (continued on attached sheet) To comply with Raygal· Desigfl Associates Delta 1 and 2 Revisions. Fa~ West Services, Inc. DISTRIBUTION: Genera 1 Contractor Owner 4 copies - 1 copy R. H. Wade and Assoc. ~ Far West Services gq Raygal Design Gahahl Lumber Co.· E le c t r i c a 1 E n g • Structura 1 Eng. Mechanical Eng. City of Carlsbad/ Bl d~. Dept. . 1 copy -l copy· - 1 copy -. 1 co PY -1 copy - 1 copy R. Miller -Jim Cline -Frederick Brown Assoc . ..... -Martin & Tranbarger -Baum & Assoc. · -Ray Green. /4 £.P, · BY: Ed g a r L. Sa ri d s ACTION TO BE TAKEN: PROJECT: LOCATION: .. Submit price proposal. Y~u are authorized to proceed with this work. Refer to this ~ijlletiD number when replying. Reuben's and Coco's Restaurant Cirlsbad, C~liforn{a BULLETIN NO. DATE: 1-6-77 9 230tl Newport Boulevard, Newport Be:ach, C'~lfrornia f'.l-2G63 714 673-0300 .,. .... R. H. ·Wade,&· As·sociates Bulletin No. 9 January 6, 1977 3.. Cc o n t i n u e d ) · ·Change circuit R-3 breaker to.15 ampere, 2 pole. 4. Refer to rough bulletins on sheets K-8 and K~lO_dated 12-10-76. a. Change .indicated for rough-in item #13 was corrected by previous bull~tin. b. Chang~ indicated for rough-in #24 is indicated in item 1 of this bulletin. c. Revise l,ocations of ro~gh-ins for items #17 and 18 as indicated 6n Sheet· K-5 with Delta 1 revision dated 12/6/76. No wiring change req u i.red. · d. Change indicated for ro~gh-in #87 and 95 is indicated in item 2 of this bulletin. e. Chang~ indicated for condensing unit rack sys t em II c II i s i n d i c a t e d i n i t em 3 o f th i s bulletin. f. Delete refrigeration system pullb6x as-in- dicated on Sheet K-9 with Delta 1 revision dated 12/6/76. l . ffi. MARTIN & TRANBARGER 0 STRUCTURAL ENGINEERS -RS-l C!J --.--~ Arch~ oLJJRo~ · -I -Project_ Ca~roo G-::..1?-t/.S eAO f= -s~et \ · of I Job no. rooG 2. _______ .......... ______________ Oat.e 066 0i ilq lb 6A.S E ME~ 1 . ~O\ f!'lc..A-__ , 1_0_~ _____ Engineer g_fc_ , r - !,ft"" { \ \ ' \. · \. \ J \ \ \ \ \ .. I ' 1 .. q - ~-=--14~"5-cc::>=-'70::C::, -so·o -:L/[L \ c4-"t l '' = -y;.-w -.!~ )(.. ---( ,..:::. NoM1~ ~,µ~ \ 44 )',... • cx::>42 = :. '2.88 ~4@ ol'io,c.1 (/\.,. :,;t_ S°" @ \'1.,\\ O, C , -:tt5@511 V'~ 0 ~·77'5" "-14 1 :::. \ O; BS"O #- M 0=-IB 'fi 88 I~ f'l-b;., G, I ht ~ 1-0;oDO -.o/-::::.q I{ f:: ~QC)'7 . tJ-s = \ Z.'.){'1 )( ,00; :: • j(;;, 1;.,'1f€; l)S E., :tt 5'"@ S 11 l 2 '' l?LOC.\L1 :tr TS@\ '2. II ,...;, -:-6<>, ~-~~ _e,__;::=--:-.~-:~-· -_T __ ...,....il-,/<;ICl/..l<:5 10 ~~:-r f,'( SJiLS £NG.) I \B;·tr L L E T I N • .,"I · TO: R.. H~ Wade and· Associates 7702-.3 Balboa :Blvd. - Van Nuys, CA 9l406 .DESCRIPTION: ·000 1 ) . I ) . . ' . c:=:.: ::..J william blurock & partners architects plar-,ners Provide and "install the basement foundation as revised by drawing .R.S-1. dated 12.,.·9-76. . · r cARLSBA11 err< 0 oepartment au\\d\ng -.. -. REASON: Soils analysis -of excavation .shows · poor compactions at existing· foundatio.n. substrate. -REQUESTED: . ··--:By Far West Services, . In.:.. DISTRIBUTION: ... R. H. Wade· and Associates .Far West Services, ·Inc. Raygal Design Ganahl Lumber Co. Frederick Brown Associates Martin and Tranbarger \ · John Baum Associates VCity of Carlsbad /Bldg. Dept. klg ACTION TO BE TAKEN: .-·4 copies 1 copy 1 copy 1 copy 1 copy 1 copy .. copy .l· ·1 copy . .,. ~.,./ -General Contractor Owner Attn: R •. Miller Attn: Jim Cline Electrical Engineer Structural Engineer lVIechanical Engineer Attn: Ray Green B\7: · Edgar ·L. Sands Submit price proposal. You are authorized to proceed with this worl{. : Eefer to this bulletin number when replying. -.PROJECT: LOCATION: Reuben '·s and Coco's Restai.rant Carlsbad, CA BULLETIN NO. 5 ·DATE: 12-9-76 2300 Newport Boulevard; Newport Bea~h., Califorpia . 9266·3 714/673-0300 J •- ADDENDUM NO. 1 To Drawings and Specifications COCO'S/REUBENS RESTAURANT Carlsbad,California Far West Services 2701 Alton P.O. Box 15040 Irvine, California 92705 Dated: September 9, 1976 William Blurock & Partners The following revisions shall supplement the drawings and specifications and become a part of the Contract Documents. Bidders shall acknowledge receipt of this addendum in the space provided therefor in the Form of Proposal. FORM OF PROPOSAL 1. Insert revised (9/9/76) page 2-of "Form of Proposal". SPECIFICATIONS 2. Section 02511 -Foundation Drainage· Insert new section in Project Manual and revise Table of Contents accordingly. · 3. Section 05500 -Mfscellaneous Metal Page 1, 2.ld. Sub-par 4, shall be plural (Wrought Irqn Gates) Add sub-par 5 & 6 as follows: 5. Balusters: . 3/411 square, 14 gauge steel tubing and 1/4" thick steel bar .. _All welded assembly. 6. Steel Angle Brackets: 1-1/2" x 1-1/2" x 3/16" steer angle with with 14" long horizontal legs and 12" long vertical legs, "scarfed" ends. Brackets shall be true 90 degrees and drilled for mounting to wall &nd to shelf. 4. Section 06200 -.Finish Carpentry and Millwork. Page 1, Add Par. 1.4 ~s fol.lows: 1.4 Shop Drawin~: Submit in accordance with General Conditions. Include plans and elevations at 1" -1'-0" scale of all miil fabricate casework. Show jointing and accessories and indicate finishes. P~ge 1 of 2 • -· -· 5. Section 07600 -Sheet Metal Page 1, 2.1 Add par. "g" & "h" as follows: g. Scupper: Conform to plate 30 (modified) SMACNA Architectural Manual. h. Gutter Lining: As detailed. Provide connection to roof drainage system (Plumbing). 6. Section 09550-Wood Dance Floor Substitute revised (9-7-76) Section 09550. 7. Section 10000 -Miscellaneous Specialties Page 1,oelete par 2.3 in its entirety. Note shelf is now plywood with steel angle brackets (Miscellaneous Metal). P!).ge 2 of 2 • • • 1. 1.1 2. 2. 1 GENERAL Section 02511 FOUNDATION DRAINAGE Scope: Furnish all labor, material and equipment to provide all drainage piping and fittings necessarj to construct foundation drain lines, complete. PRODUCTS Drainage Tubing: (Corrugated polyethylene plastic drainage tubing and fittin~ as manufactured by Advanced Drainage Systems (Plant) Pomona, California (714) "627-1591. · a. Perforated: Every third valley is sawed at th~~e (3) equally spaced points. b ... Non7perforated: Tubing as ~pecifie~ abo~e b~t not sawed. 3. EXECUT.ION 3. 1 Installation: Tubing shall be· connected and installed in accordance with manufacturer's instructions. Foundation drain tubing shall be covered with 6 to 8 inches of coarse gravel, crushed rock or blast furnace slag. Provide approximately 2 inches of aggre·gate material under tubing. Day- 1 i g h t o-u t l e t t h r o u g h c u r b s u s i n g no n -p e r fo r a te d o u t l e t s . 02511 -1 • • ·-· Alternate Bid #1: State the difference in price~ additive or deductive, for the substitution of drywall metal susp~nsion system in lieu of 1100d furring systeLl. - .........-...---....-.-----i-· --,--;,,-;--;---,-....--,-.-,-------------------($ _______ ) Add or Deduct (State whichf Alternate Bid #2: State the separate deductive price for the substitution of San Valle -fire flashed Teja Grande Stile, installed over one #55 felt underlayment sheet with 12 guage galvanized nails or RinB~s Tile ties, in lieu of fire flashed Mission Ba.rrel Tile by San V·alle. ____________________________ ($ ______ ) .. FORM OF P~OPOSAL -2 Rev. 9/9/76 I . I • • I I •• 1. GEUERAL · 1. 1 Scope: SECTION 09550 WOOD OAIICE. FLOOR a • Wo r k Ge n e r a 11 y I n c l u de s b u t i s n o t L i ,n it e d to : 1. Preparation of surfaces. 2. Wood/acrylic composite flooring. 3. Protection •. 4. Cleaning and buffing. 5. All items of related work reas·on~bly jnferred as· needed to make work o.f .this section complete. 1.2 .Sameles: When requested, submit wood/.acrylic composite flooring .. and edg1ng s t.r 1 p samples. 2. PRODUCTS a. Prefinished Acr lic/Hard1-rnod Par uet Floorin: 5/16" thick x 6" square nom1na t1e 1: Perma Grain flooring in ~Gohic" oak. Source: ARCO CHEMICAL CO. Distr. E.L. Bruce, Memphis. Ten~. 2. Radwood flooring in "Pecan Oak". Source: RAPIATION TECl!NOLOGY, INC., Rockaway, H.J • b. Adhesive: As recommended by manufacturer. c. Architectural Trim: Edging stripsl feature strips, bands, pickets, etc., s~andard as .manufactured by finish flooring manufacturer. d. Felt: 15 lb. asphalt saturated, conforming to .ASTM 0226. e. Mastic: Shall have an asphalt base and shall be manufactured for use in lay1ng over concrete s~bfloor. Provide BRUCE FLOORING "Coldstick" or CHEVRON ASPHALT "Laykold". f. Subfloor: 3. EXE'CUTION 3/4" thick DFPA underlayment, CC plugged, EXT. APA. 3.1 Inspection: The subcontractor for the finish floors shall examine the areas to receive hardwood floors and assure hifuself thJt the substratum is 1n proper condition to receive the flooring. He shall see that the depressed conGrete floor slab is level, free from projections or depressions that may form an uneven bearing for the floor and shall report to the representative of the Architect, any defects which tend to prevent the laying of finished floor system as specified. 3.2 Floor Slab Preparation: Grind down high spots and fill depressions. Fill joints and defects in depressed c~ncrete floor slab and sand smooth. 3.3 Installation: Apply underlayment t6. concrete floor slab.starting with mastic. Twq thickness of membrane waterproofing consisting of felt set in floor mastic with offset joints on 2nd she~t. Floor mastic shall be applied to concrete and on top of 1st layer of felt. Over dry felt. install plywood sub-floor, shot into concrete approximately 2 foot o.c. each way. S1~eep s u b -fl o o r , s an d a n d cl' e a n s u b - f l o o r to s a t i s f ?-c t j o n o ·f p re f i n i s h e d f 1 o o r manufac.turer .. Install prefinished flooring system in strict accordance with mantif~cturer's latest printed instruction. END OF SECTION 09550 -1 Rev. 9/7/76 .. ;·-·~ -• • REFERENCE Color Chip ,,·,. ~-~~: . .a·· COLOR SCHEDULE Color No. (Souice) .• Pratt & Lambert 13544 . Ar.ieritone #291E Color Name /" / : ... Rockingham Green . Sand Beige ' . Pratt & LJmbert #2620 China Plate (Off-White) NOTES: 1. Provide samples of all stains and paints for Architect•s ap~roval before doing the work. 2. P&L: Pratt.3 Lambert Color System~ ... 3. For all conditions not covered or if conflicts arise, verify with Architect before painti~g. 4. Please refer to bulletins for color revisions not otherwise noted. Color Schedule - l • CQMt,o .. ,,, ,-."",(',, ,;. c3,, ,;,, ttM.,.).,-t~,:;.;.p,1,1>+'""1,f VPl(l•~tr <j i-•• ,,Q:\, IP), , tl~C,"?;,~.,"z-..-.tt,.fo,.,\M,J.,;.o-.,,$ ~~ ~~.,.,,~,.~.,.,, uw., !i,,··;•s2_, ... ,,_,,,..,.1._..,.... 1?~ .... ~~·· 'f O \~ . • SPECIFICATION SECTIO:l 04220 -Ma,sonry 06200 -Finish Carpentry 07300 -Roofing 08810 -Glass & Glazing 093~0 -Ceramic Tile nm Slumpstone tlith Mortar Wash Chalkboard Laminated Plastic Pullman Top (Cultured ~arble) uReefer• Paneling Built-up Terne Metal Glass Glass Floor Tile Floor Tile Ceramic T·11 e Ceramic Tile Ceramic Tile - LOCATIOII Exterior & Interior Public Areas Hall at te,ephone Telephone Shelf ,Vanity ·Shelf Tlt.Rrns. (Public- 11en's & Women's) Walls-Food Prep., Dishwash, Alcove Exteri.or wa 11 s Office -Int.Ors. Vest.(Hall-Public) All locations noted Vest. _Public Tlts. Walls/Base Salad Bar Base(Re~b.) ,9 COLOR ·see Painting Section "Burnt Sienna", A-1 School Eg.5-68 Flat Cut English Oak §343 Suede. For1;ii ca Pullman Facing: See Painting Sec. Alcora Co •• "Beige Gold"; UYpont Corian "Dawn Beige" Fiberglass Reinforced plastic - Factory finish (Specifications) Factory Finish (Specifications) See Painting Section. Bronze -Factqry Finish (Spec.) l/4" clear glass "Tides in Brown" G-2501, IIITERPACE Terrafloor 12 x 12 w/grout to ~atch abrasive where required "Tides tn Brown" w/abra~ive-G250l ·IIHERPACE Terrafloor 12"xl2" w/grout to match 4-l/4"x4-l/4" IIITERPACE "Hemp A-13" with grout to match IIFJ:ERPACE Terragrande, "Flash B<1rk", D-108, 3"x6" w/grout to match Display Cook Walls · IIITERPACE Terragrande "Textured Fl~me•, Salad Bar Splasher{Reub.) 0104, 3"x6", with groyt as selected Fireplace Color Schedule -2 1HTERPACE Terragrande "Textured Russet"~ D-205, 3",x 5w \.,__ ,wf., '\ ... 1,'lt e 0995:o -Vinyl Wall Covering 10000 -Mi$c. Specialties \ , __ Dryuall-Publ'ic Areas Drywall-Service Alcove Ext.Uoors (H.M~ & Stile & ~l.) - Walls &-Ceilings Wal ls . Int •. Flush Doors (Transp.ar.Fin): · · Faci.ng Pub 1i c Areas :1 n t. Fl us h Doors (Pai n t Fin • ) : Food Prep •• tmpl~yees Storage Area, Office, Mechanical, Basement.etc. Hood Facing (Metal) Terne Roof ·slumpblock Smooth·Conc.Block Acoustical Tile Exterior & Interior Interior Walls Public Tlt Rm. Are-as - Ancritone #291E Flat Aneri tone #291E 1 semi-gloss An~ritone #291E (Flat) Olympic Stain #716 (St. & Rl.) . Velvet lacquer over Walnut ~tain P & L #2620 Gloss Flat Black M~tte Finish P & L #3544 Araeritone #291E, flat P & L i/2620 Ameritone #291E Flat Vinyl Ha 11 Covering Toilet Partitions Service Areas Hall Vicretex Montage "Expresso" Vest.Counter.Wms.Lounge· Alurnin1:1m Doors Public toilets Sanyjetal Laminated Pla~tic: Color Schedula - 4 Parkwood #27402LX "Mocha LeatherM Formica-Flat Cut "English Oak" 1343 Suede ' \..... 'l • 09500 -Acoustical Work 09550 -Dance Floor. 09650 -Resilient Flooring 09900 -Paintin~ - Ceramic Tile Quarry Tile & ~.T.Base Cork Lay-in_ Ceil.Panels · "Reefer-118oard Parquet Sheet Vinyl Sheet Vinyl t.s.nase Wood-trims.fascias, posts.columns.bases mullions, Shutters, Screens Ext.Siding & Interior Paneling. service stands Wood Trim(Drs.&Windws) Food Prep.,Employees, Storage Areas,Offices, 11ech. Rr.is. Uood Cabinet Meta·l Shelves .W.ood Shelves Pullman Facing Telephone Facing {Casework CabinE:try) Metal Flashings, ladder exposed HV & AC & Speaker Grilles Drywall-Food Prep. Office,Storage,MecH. £mp l oyees Tl ts. fliche Wall All locations noted All locations noted Food Prep., Dishwash., Alcove. Office . Lounge (Dance Floor) Cooking, lounge Vestibule, Service Employees Tlts. & lockers, Office Ali 1ocations,Sched. or noted Exterior and Interior at all public locations All locations noted Intirior (Other thin Public Areas) Offfce,Office/Storage Public Tlt. Rrus. Vestibules Service All locati9ns noted Walls & Ceilings Color Schedule - 3 -a"x8" Ro.R.I.C. 231 (I.T. & S.Corp.) Grout to natch. Red (llydroment Joint Filler) Factory Finish-(Specs.) Factory Finish -{Specs.) ARCO Permagrai~ 11 Gothic" 1111ontina: #86705 -ARMSTRONG 11 8rigantine" #86377 ~ ARMSTRONG Burke 598-P {Dark Brown) Olympic Stain #709 Olympic Stain #716, Exter. & Cocos Int. Olympic Stain #707, Reub. Int. ·p & l #2620 Gloss P & l #2620 -Gloss Velvet lacquer over Stain {~atch toilet partitions) To·~atc~ adjacent trims P & l #2620 Gloss (_, • - P R O .J E C T M A N U A L FOR COC0 1 S/REUBEN 1 S RESTAURANTS Carlsbad, California FAR WEST.SERVICES, INC. . . September 7, 1976 ARCHITECTS WILLIAM BLUROCK & PARTNERS 2300 Newport Boulevard Newport Beach, California Area Code 714 -673-0300 STRUCTURAL ENGINEERS MARTIN & TRANBARGER 2304 Newport Boulevard Newport Beach, California Area Code 714 -675-0715 MECHANICAL ENGINEERS BAUM AND ASSOCIATES 11815 Sky Park Circle Irvine, California· Area Code 714 -540-7622 ELECTRICAL ENGINEERS FREDERICK BROHN ASSOCIATES 3848 Campus Drive, Suite 212 Newport Beach, Cal-ifornia Area Code 714 -546-9995 I :1 II II 1i TABLE OF COIITEllTS NOTE: TH E S E C TI O i~ I lU M 13 ER S A R E B AS I CA LL Y TH O S E ID E fH I F I ED 13 Y r ll E F I V E D I G I T IWM13ERI,lG SYSTEM 1H THE COST AN.ALYSIS FOR1·1AT OF THE UNIFORM CONSTRUCTION INDEX. DIVISIOllS AflD SECTIONS OF THE CS! FORMAT APPLICABLE UHDER THESE SPECIFICATIOilS /\RE IflCLUDED MW THOSE llOT A p p EA R t N G A R E HOT A p p LI CA 13 L E. rn C A s E O F D I s C R EP 1\ fj C y l.lE HJ E rn Tl! E TABLE OF COflTEHTS AND THE SPECIFICATION, TIIE SPECIFICATIONS SHALL GOVERIL COLOR SCHEDULE 8 IDDI IIG REQUIREMENTS IIISTRUCTIOr!S TO BIDDERS FORM OF PROPOSAL CONTRACT FORMS FORM OF AGREEMENT (AI/\ Doc~ment /\101, 1967 Edition will be used) FORl1 OF GUARANTEE GCNERAL corrnITIOIIS SUPPLE11EllTARY GHlERAL CONDITIOIIS SPECIF I C1\ TIO I~ S DIVISIOI~ 1 -GEHER!\L REQUIREl-1EIHS Section 01000 Section 01500 SPECIAL cormITIO!lS TEMPORARY FACILITIES DIVISION 2 -SITE WORK EARTHHORK AtlD GRADING Section 02200 Section 02220 Section 02500 Section 02610 STRUCTURAL EXCAVATION AflD BACKFILL SITE DRAil'IAGE DIVISION 3 -CONCRETE Section 03200 Section 03300 DIVISION 4 -MASONRY Section· 04220 DIVISION 5 -METALS Section 05500 ASPHALT PAVI!lG REINFORCING STEEL COHCRETE MASOrrnY MISCELLANEOUS METAL DIVISION 6 -CARPENTRY ROUGH CARPENTRY . Section 06100 Section 06200 FINISH 4ARPENTRY AND MILLHORK DIVISION ·7 -MOISTURE CONTROL Section 07110 MEMBRANE WATERPROOFING TC -1 • • Section 07210 Section 07300 Section 07600 Section 07800 Section 07900 BUILDING INSULATIOH ROOFING SHEET METAL ROOFING ACCESSORIES CAULKING DIVISION 8 -DOORS, WINDOWS, AND GLASS Section 08200 Section 08710 Section 088Hl DIVISION 9 -FINISHES Section 09260 Section 09310 Section 09500 Section 09550 Section 09555 Section 09650 Section 09900 .Section 09950 WOOD DOORS F I IH SH HARD\//\ RE GLASS AflD GLAZ IllG GYPSU!1 DRYHi\LL COf'!STRUCTION CERAf1IC TILE ACOUSTICAL \40RK WOOD DAHCE FLOORING WOOD FLOORING RESILIENT FLOORING PA IflT ING HALL COVER ING DIVISION 10 -SPECIALTIES Section 10000 MISCELLANEOUS SPECIALTIES DIVISIOII 11 -EQUIPtlEliT Section 11400 KIT Cll EH E Q U I PM E IH A II D F I X TU RE S D I V I S I O rl 1 2 -FU JU I I $ H I I~ GS ( N o t i n t h i s C o n t r a c t ) D IV IS I O l-l 13 -SP EC I AL · CO ll S TR UC T IO I~ DIVISION·14 CONVEYING SYSTEl-1S (riot in this Project) DIVISION 15 -MECHMICAL Section 15050 Section 15800 PLUMBING AIR COflDITIOilING DIVISION 16 -ELECTRICAL Section 16100 ELECTRI(:AL • - 1.8 Disqualification: The Owner reserves the ri~ht to disqualify Proposal, before or after opening, upon evidence of collusion with intent to defraud or other illegal practices upon the part of the bidder • 1.9 Local Codes and Standards: Bidders shall code revisions, modifications, up-dating and prior to opening of bids. · P/\RT 2: SUBIHSSIOiJ OF BIDS advise /\rchitect of any local amendments made during and 2.1 Proposals: Proposals shall be made on unaltered Proposal Forms furnished by the 1\ r chi t e ct • Fil 1 i n a 11 b 1 an k s p a c es an d s u b III i t on e copy , P r op o s a 1 shall be signed with name typed below signat.ure. Hhere bidder is a corporation, Proposals must be signed with the legal name of the corporation followed by the name of the-State of incorporation and the legal signatures of an officer aut~orized to bind the corporation to a contract. 2.2 Bonds: As specified in the Form of Proposal, each bidder shall includ~ all cnarges for furnishing a Performance Bond and a Payment l3ond. 2.3 Bid Deposit: Each bid must be acco111panied by a certified or cashier•~· check payable to 0\'1t1er, or satisfactory bid bond in favor of 01vner, ·executed by bidder as principal and a satisfactory surety company as surety, in an amount not less than five per cent (5%) of the bid. 2.4 Delivery: Signed copy of Proposal shall be sealed in an opaque envelope. The envelope shall bear the bidder1 s n.arne and shall be marked: "PROPOS/\L 60R THE COHST~UCTION OF (identify the project)" Proposal shall be addressed and shall be submitted to the Owner c/b ~illiam Blurock & Partners, 2300 Hewport Boulevard, lJewport l3each, California 92663, no l ate r than Bid opening will be at Architect 1 s office. Bidders are hereby notified that telephones 1·iill not be available for their use ·at .f\rchitect 1 s office at time of receipt of bids. 2.5 Modification and Hithdrawal: Proposals may not be modified after submittal. l3idders may withdraw Proposals at any time before bi<l opening, but may not resubmit them. P/\RT 3: SUBMIS~IOI~ OF POST-BID IHfORMATIOl4 13)' SELECTED BIDDER 3.1 Statement of Costs: Submit a ".Schedule of Values" in accordance 1-1ith ART 9 of the General Conditions. 3.2 Subcontracts: Each portion of work shall be performed by an organization equipped and experienced to do work in the particular field; and no portion of 11ork shall be reserved by Contra·ctor to himself unless he is so equipped and experienced. Each proposal must include a complete list naming the location of the, mill, shop or office of each subcontractor 1·1ho 1vill perforr.i work or labor or render s~rvice to the Contractor in or about the construction of the work or improvement, in an amount in excess of one percent (1%) of the Contractor 1 s total bid. !lo Contractor whose bict' is accepted shall, without written consent of the Owner, either; (1) Substitute any person as a Subcontractor in place of the subcontractor assigned in the original bid; or (2) permit any such subcontract to be assigned or transferred, or allow it to be performed by anyone other than the original Subcontractor listed in the bid; or (3) sublet or subcontract any portion of the work in excess of one percent (1%) of the Contractor 1 s total bid as to which his original bid did not designate a Subcontractor. INSTRUCTIONS TO 'BIDDERS - 2 - - -- William Blurock & Partners Architects 2300 Hewport Boulevard Newport Beach, California Phone: 714.-673-0300 INSTRUCTIONS TO BIDDERS To be considered, Proposals· must be made in accord with these Instructions to Bidders. P ,1 RT 1 : GE ilER AL 1.1 DocaLlents: Bonafide prime bidders may obtain two sets of Contract DocOments consisting of Drawings and Project ~anual for complete project. Contract Documents may be obtained from the i\rchi tect upon de1josi t of $50. 00 per set. Those who submit prime bids may obtain refund of deposits by returning sets in good condition no more than 5 days after Proposals have been opened. No partial sets will be issued, no sets will be issued to subbidders by the Architect; ·fYrime Bidders may obtain additional copies u.pon paying the actual cost of reproductipn of additional copies requested by him. 1.2 Examination: Bidders shall carefully examine the documents and the construction site to obtain first-hand knowl~dge of existing conditions. Contracto-rs 1dll not be given extra payl'1ents for conditions villi ch can be determined by examining the site and documents. 1.3 Questions: Submit all questions about the Dra1·1ings and specifications to the i\rchitect in writing. Replies will be issued to all prime bidders of record as Addenda to the Drawings and Specifications and will becone part of the Contract. The Architect .and the 01·1ner will not be responsible for oral clarification. Questions received less than 48 hours before the bid opening cannot be answered. 1.4 Discrepancies: Should discrepancy exist on drawings or in specifications or between drawings and specifications, Contractor shall call discrapancy to attention of Architect for clarification. If discrepancy is not cov~red by addendum or written directive based on such clarification, Contractor shall include in his bid materials and methods of construction resulting in higher cost. 1.5 Substitutions: To obtain approval to use unspecified products, bidders shall submit written requests at least ten days before the bid date and hour. Requests received after this time will not be considered. Requests shall clearly describe the product for \'thi.ch approv-al is asked, including all data neces.sary to demonstrate acceptability. If the product is acceptable, the Architect will approve it in an Addendum issued to all prime bidders on record. 1.6 Basis of Bids: The bidder must include all unit cost items and all alternates sho11n on the Proposal forms; failu-re to comply may be cause for rejection. No segregated Proposals or assignments will be considered. 1.7 Permits and Fees: Owner vlill pay costs of Plan Check Fee. Assessment costs, if any, for \tater, sewer and drainage shall be excluded from the C o n t r a c t • S u cc e s s f u l p r i me C o n tr a c t o r s h a 1 1 p ay b u i l d i n g p e rm i t a n d a l 1 other fees. INSTRUCTIONS TO 'BIDDERS - 1 - - - PART 4: AWARD AND EXECUTION OF CONTRACT 4.1 Form of Agreement: AIA Document AlOl "Standard Form of /\~Jreement 11 Uetween Owner and Contractor Stipulated Sum", September 1967 Edition, will be used. Standard Fo·rm of Agreement (AIA) is not bound in th.e Project Manual, but is available at the offices of the Architect or Ownet. 4.2 Notification: Upon award of contract, bidder to whom a1·1ard is made will be n-o t if i e d • II e sh a 11 , w i th i n 5 ca 1 e n d a r d ay s from d ate o f s u ch 11 o ti f i cat i o 11 , execute the Agreement. 4.3 Execution: In event bidder to whom award is made fails or refuses to ixecut~ contract within the time limit above specified, Owner may award contract to other bidder or bidders, or may call for new bids. 4.4 Reservation of Rights: Owner reserves right to have performed entire amount of work indicated by drawings and specifications, or such part or parts of w~rk as he may elect. Owner reserves right to reject any or all proposals, to accept other than lowest proposal, to effect any combination of proposals and to waive any informalities in any proposal. INSTRUCT IONS TO BIDDERS -3 - Far W~st Services Inc. 2701 Al ton P.O. Box 15040 Irvine, California 92705 PROJECT: COCO'S/REUBEN'S RESTAURANTS LOCATION: Carls·bad, California I have received the documents titled "Project Manual" for Coco's/Reuben's Restaurants. I have received drawings listed on 11 TS 11 , Title Sheet and Kitchen Equipment Drawings. I have also received Addenda Nos. , ~--.-' , I have included the provisions of--a-1-r-the abov-e--e-n-umerated addenda 111 my Proposal. I have examined both the documents and the site and submit the fol l o 1/i n g P ro po s a l : In submitting this Proposal, I agree: 1. To hold my bid open for a period of 45 days followin~ the date of openin~ of bids. 2. To enter into and execute a Contract, if awarded on the basis of this Proposal, and to furnish Guarantee Bonds if required and directed by the Owner. 3. To acGomplish the entire work within 150 consecutive calendar days. 4. Attached is certified check Or cashier's check properly made payable to Far West Services or a Bid Bond in favor of Far West Services, in the amount of . . DOLL/\RS ( $------.--~~) -w'""h-ri-c.,..h_a_m_o_u_n_,.t__,i_s_n_o"""'t-· ~, .... e_s_s ____ t""'h,_a_n_.,..f ..,.i _v_e _p_e_r_c_e_n..,.t_(_,,5,.,.5t,.....) o f th i s r r or o s a l . S a i d surety is given as a guarantee that the undersigned will execute the Agreement and furnish the required bonds if aw~rded the contract, and, in ca s e o f . fa i1 u re t o do s o \'/ i t h i n t h e t i me p r o v i de d , p r o c e e d s o f s a i d surety shall be forefeited to Far West Services. PERMITS AND FEES I hereby certify that all fees required for this work including bujlding ~ermits; connection fees for utilities; meter charges; ¢fire sprinkler work consisting of valves detector checks. vaults!4 etc.. has been determined. Bidders unable to verify the costs for any or all of these permits and/or fees, prior to bid time, shall itemize all services not determined but necessary for this work and shall certify that charges for the undetermined services are not included jn the Base Bid. - -The Additive CO$t for providin~ Guarantee Bonds as specified in Art. 7.4 of the General Conditions, is __________________________ ($ _______ ) BASE BID I will construct the building structure and shall perform all work on and in the structure as indicated on the drawings, complete. Work includes all work indicated and/or specified. __________________________ ($ _______ ) FORM OF PROPOSAL -1 - - - > Alternate Bid #1: State the difference in price, additive or deductive, for the substitution of drywall metal susppnsion system in lieu of wood furring systec. - -------..,,....,..---~~----------------($ _______ _ Add or Deduct (State which) FORM OF PROPOSAL - 2 - - - Each bidder shall set forth below the name and the location of the mill, shop or office of each subcontractor who will perform work oc labor or render service to the Contractor in or about the construction of the work or improveMent, in an amount in excess of one percent (1%) of the Contractor's total bid, and the port i on of the work 1·1-h i ch w i 11 be d'o n e by each sub contractor. No Contractor 1~hose bid is accepted shall,. without written consent of the Owner, either; (1) Substitute any person as a Subcontractor in place of the Subcontractor assigned in the original bid; or (2) permit any such subcontract . to be assigned or transferred, or allow it to be performed by anyone other than the or i g i n al Sub contractor 1 i s t e d i n the bi d ; or ( 3 ) s u·b 1 et o.r s u b contract any portion of the work in excess of one percent (1%) o..f the Co.ntractor 1 s total bid as to which his original bid did not designate a Subcontractor. Rejection of Bids: Failure to list mill, shop or office of each Subcontractor wi 11 Ge cause for rejection of bid. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. S ECTI Otl ---------------- Date: -------------- Fi rm lla·me: SU!3COfHRACTOR I S flJ\HE i\flD ADDRESS -----------'--------"---- Address: Pl1one: I Type of O rg a-n i za ti on _______ ~-----..-r-~---~------=,-,----------C orp oration, Co-Partnership, Individual, Etc. Signature of Individual FORM OF PR9POSAL -3 I . { \. .. - - \. FORM OF GUARAHTEE ~Jhen required by the specifications> v1ritten guarantees shall be in the form of the following guarantee, on the Sub-Contractor's, Contractor's or Materials Supplier's own letterhead. "GUARANTEE FO.R We hereby guarantee that which we have installed in have been done in accordance with the drawings and specifications and that the work as installed will fulfill the requirements included in the specifications. We agree to repair or replace any or all of our 1·1ork, together \·11th any othe,r adjacent vJOrk which may be displaced by so doing, that may prove to be defec~ive in its workmanship or material within a period of years from dute of· acceptan.ce of the above-mentioned structure by Owner, ordinary wear and tear and unusual abuse or neglec~ excepted. In the event of our failure to comply with the above-mentioned conditions within a reasonable period of time, as determined by the Owner, after being notified in wrtting by the Owner, we, collectively or s~parately, do hereby authorize the Ow~cr to proceed to have said defects repaired and made good at our expense,· and we will honor and pay th~ costs and charges therefor upon demand". Signed . {Sub~Contractor.or General Contractor} • '1 • • • Coµ n t e rs i g n e d-=--· --------=---,--,---.,-,,---,,.--....-,--,...-.,---,--(Gener a 1 Contractor if for Sub-Contract.or Local Representative to be contacted for service: Name _____________________ _ Address Phone No·~-------- • rdrrn OF .GUARANTEE - l \ ' \ \ - - - INDEX Administration Of The'Contract. ... Arbitration.· ................... . .......... . ..... . . ..... 2 9 ARCHnECT .• ..... . ........ . . .•.. 2 Assignment .•••••••••••••••••••• ....... . . . . . . . . . . Cash Allowances ••••••••••••••••••• . . . . . . . . .... ............ ........ Certificates For Payments ••••••••• CHANGES IN"THE HORK •••••••••.•.••• ............. Ch an g e 0-r d er s ••••••••••••••••••• . . . . • ..... . ....... . .. ............ Claims for-Extra Cost •• Cleaning Up •••••.••••• CONTRACT DOCUMENTS ••••••••• . . . . "' ..... . .......... . . .. ......... . . . . . . . . ...... . . . . . . . . . . . . . . CONTRACTOR .•••••••••••••• Contractor's Insurance .•••• . . . . . . .. . .... ~ ... ·Contractor's Right To Stop Work Of T~rminate Copies Furnished And Ownership· •••.•••••• Correction Of Work After Final Payment •• Correction Of Work Before Final Payment. Cutting And Patching ••••••••••••••.••• Damages ........................ ". Deductions For Uncorrected Work. Contract. .... . . . . . . . . Definitions ..................... . ...... , ... . ... • . . . . . ..... . .. ... • ...... ............ ........... Detail Drawings And Instructions. Drawings And Specifications On The ... ' ........... . . .... Work.· ••••• . "' .... Execution, Correlation And Intent Of Do cu.men t . . . . . . . . . . . . . . . . . . . . . . . Guarantee .••.•••••••••• . . . ........ . . .......... . Guarantee Bonds ••••••• ...... . . . . . . .. ........... 1,l Indemnification •••••.•••••••••..••.••••••• . .. ., .............. Information And Services Required Of The Owner. ........ . " .... INSURAl·lCE ..................... ., •••••••• , ••. Liens. . " ................................ . . ..................... . . . . . . . . . ............ . Materials, Appliances And Employees .••••••• MI SCELLAtlEOUS PROVIS IONS ••••••••••••••• . ................... . Mutual Responsibility Of Contractors •••••••••••••••• .............. Occupancy By Owner •••••••••••••••••.•••••• 41 ••••••••••• e-, •••••••••••• ., OWNER ••• c .................. . . . . . . . . . . . . . . . . ............ ~ .... . . .. " .. Owner 1 s Owner's PAYMENTS Payments Permits, Progress Progress .. . .. . ........................... Right To Right To Do \fork •• Terminate Contrac:t. • • • • • • • • • • • • • • Q • ................ ANO COMPLETION •••••••• o ................... :t •••••••••••• e, ••• w i t,h he 1 d • e • • e • e e * •••• e • e e ••• a •• e & ••• • e •••• e f t • I •• • e f t • a t C O ~ Laws And Regulations. •••••••••••••••••••••••• " • p •••••••• Cl •• Payments •••••••• , ••••••••••••••••••••• M ................. , .... 8 S c h .e d u 1 e . . . • . . . • . . . ~ . . • . . • • .. . . • . • . .. . • . • . . o • • • • • • • • • • • • .. •••• Property Insurance •••••••••••••• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . PROTECTION Protection 0 F PERSONS AND Of Work And PROPERTY • Property •••• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... , ...................... . Record Orawi ngs ....................................................... . Relations Of C.ontractor And Subcontra·ctor, •••••••••••••••••••••••••• Request For Final Inspection •••••••••••••••• , •••••••••• , •••••••••••• Royalties And Patents ........................... !., .................. " .................. . JI;,. 8 5 11 14 14 14 6 l 4 12. 15 2 15 15 6 9 15 1 2 5 1 4 9 7 3 12 12 4 .. ·9 8 3 3 9 15 11 11 4 11 5 13 12 12 6 7 6 9 - - - INDEX Schedule Of Values ••••••••••• SEPARATE CONTRACTS .•••••••• Shop Drawings And Sam~les.~·· SUBCONTRACTORS ••••••••••••••• . . . . . . . . . . . ......... . ............ . Sub~Contracts •.•• ,~ •••••.•••• ... Substitutions And Approved Equ~ls •• Superintendence And Supervision ••••. TERMINATION Tests .••• OF THE CONTRACT. . . . . ....... . Tlt4E ................. ; .. o•••••••• UNCOVERING Use Of The AND CORRECTING Pr em is es •••••. OF WORK. . . • ....... . .• .... . ......... . . . . . . . . . . . , ....... . ....... ...... ., .... . . . . . . . ..... . ..... Wrftten Notice .......... . • • 4-........................................... . 11 8 5 7 7 10 5 15 9 10 15 6 9. '9 - ART. 1. COtlTRACT OOCIJMEtlTS l. 1 OEFitlITifHIS .i... ••• 1-,,t11-,.,.,,., . ..,I,. ·•t\J l. 1. 1 Common Exn ress ions: Common exnressions hereinafter used· shall De 1nternreted as follows: • 1 The term 11 or eq:u al 11 shall mean 11 or e<J u al as approvea by the Architect. II • 2 . The term 11 annroved 11 shall mean 11 arrnroved in Hr1ting by the Architect. II • 3 The term 11 \·/Q rk II Shi:111 include hoth lahor and materials. . 4 The terrn 11 nrovi de"· shall mean 11 furnish and i-nstal1 11 · • 1.1.2 Contract Documents: Th~ Contract nocµrnents consist of the Aoreement, the Conditions of the Contract (General Sunnlenentary and ot~er Conditions), the Drawings, the Specifications, all Add~nda issued nr1or to execution of the A<Jreer,ent, and all Modifications thereto. A 11odification is (1) a 1-1ritten afllendment to the Contract siqned ·by hoth parties, (1) a Change Order, (3) a written interpretation issued by the Architect nursuant to Article 1.3, or (A) a written order for a minor chanqe in the Hor~ issued ~Y the Architect nursuant to Para!lraph 12.1.3. A rlodification ma_v he made onl.v after execution of the Contract. 1.1.3 The Horr.: ThP. scone of 1-,orr. of this rontract includes the furnishinCJ of all lahor, materials, enuinl'lent, annliances and tran5nortation necessary for the nroner and conplete execution of the 11ork accorciin<J to. the Contract nocul"lents. 1.2 EXECIITIO!I, r.nRPF.LATIOII MID I'ITC!IT OF rinclP1EflTS (See Supplementary Conditions) General 1. ~~ . 1 Th .e r. o n t r a c t I) o c u n e n t s c; ti a 11 h e s .in n e cl f)II t h e '11-1 n e r Contractor. In the cac;e the nl'lner or the f:ontract,or fail· to siqn the anc1 Srecifications, ttir. /\rch1tect slinll ictP.ntify tliel'l, .and the l)ra1·ti nqs l.?.. ~ shall hP. include cnrnnlP.te Th·e r:ontract nocuments nrf! cor,nl~111e~tarv and 1,ha·t is called for by one as .h1ndi.nn ac; if calleri for hv all. The intent of the Dr.uments is to all labor and materials, eq~inment and t~ansnortation necessary for the and proner exec11tion of the 1·10rr.. 1.2.3 Work indicated hut not snecificallv mentioned, note~ or detailed ~hnll be rierformed '1n a manner equal to similar l'lork that 1s mentioned, not~d or detaile·d. 1.2,4 In all· cases where materials, oneratinns, equ1nment or devi~es are referred to fn the· sinqular numher, it is intended. unless snec1f1cal1y otherwise 1im1ted, that such references shall be annlied to as much material, as many operations, as much ec;ufrment and as many devices ai; are required to co111r,lete fully all ~,ork shown or snecifiec1. 1 • ?. • 5 f1 a t e r ia l s · o r · l·{O r k cf e s c r 1 h e cf 1 n 1·1 o rd s H h 1 c h s o a n n 11 e d ha v e a w e 11 - kno\'/.11 tachn1ca1 or trade mean1no, shall he l1P.ld to ref;;Jr ;o such· recoanized standijrds, 1.2.6 Orawtnos showtnq 1ocat1ons or character of 1xfst1nn work 1 fncludinn d 1 mans i on s th are on ii rE? sh tH/11 for con v c n i enc e on 1 v a n rl are he 1 f eve d to b c correct hut shalf he suh1ect to verification at the site by the Contractor as t~e nwner and the ~rch1tect assume no resnons1h111tv for_thefr correctness. enc B/74 GC -1 .. - - - 1.2.7 Wherever . standard snecifications refe~red to hereinafter, such as ASTM, ASA, cs. understood that the latest P.dition of each is where specific dates of issue are called out. or technical desinnations are AISl, AISC, etc., it shall be meant, except in those 1nstances l.2.8 Hhere, for the nurnose of eli~inatinn repetitions or unnecessary words or phrases, the specifica.tions have heen condense-d by listin'l ·materiai, articles, operations or methods, the rontractor shall he required to: .1 Furnish and install each article or material mentioned or indicated, of equality or a9cordin'l to·.qualificat1ons noted; .2 Perfor~ each oneration called for, according to method or · condition prescrihed; and ,3 Provide, therefor all necessary labor; equirrnent and incidentals. 1.2.9. Division of the Snecifications: For convenience, these specifications a r e a r r a n.g e d i 11 s e v e r a l d i v i s i o n s , h u t s t1 c fi s e n a r a t i o n s h a l l n o t b e c o n s i d e r e d as the limit~ of the work re~uired for anv sub-contract or trade. The terms and co n d i t i o n s o f s u c h l i rn i t a t i o n s a r e 1·1 h o l l y b e t1·1 r. e n t 1J e · Co n t r a c t o r a n c1 h i s subcontractors, and the ()1·iner ancl /\rchitect 1·iill n6t he resnonsible for any d i v i s i o n o f 1·1 o r k h y s u h c o n t r ;:i c t o r s • II n 1 e s s o t h e n, i s e o r o v i d e c1 ; the Contractor shall be solP.lv rr.snor~ihle for all subcontract arranqer,ents of Wi1rKregardless of the location of provisions in the snecifications. l.~i DETAIL 11RAHitrGS /\NO PISTRIICTiotlS 1.3.1 The Architect will furnish wit~ reasonable nrornptness additional instructions, by m.eans of clral·tinris or other"l·tise, n-ecess;,.rv for the nroner e x e c u t i o n o f t h e ,., o r k • /\ 11 s u c h ·d r a l'ti n n s a n d i n s t r u c t i o n s 1·ii .1 l h e c o n s i s t e n t ~tith the Contract Dncufllents, true develonrncnts thereof ,uHl reason11hlv inferi\'ilt: therefrom. Thf! 1-1orl: sha 11 he exec11terl in conforrni tv tiiere11i th and th1~ Cn.ntractor shall not r:lo \·tor.I~ 1·Jith0ut proner dr,winos and instructions. In g 1 v 1 n CJ s u ch a d r:l i t i o n a l i n s t r u c t i o n,; , th e t :--c· 11 i t P. c t s h a 1 1 ha v e a LI th n r i t y to n a !: e ·J'llinor chan11es in the work, not involvinq r.xtra cost, ancf not incon:.istr:nt 1•1ith said do·cur:ients. l.c1r11e scale dr,niin(Js sholl he .follo1·1erl in nrefr:rence-to srna11 scale dra1·1inns, finurr!d dirnd,sions to scalfl • r1Jeas1Jr·er1ents ancf d1:taill:d descriptions to <Jeneralities. 1.4 COPIES FllfWISIIEf) A!IO l)lJt-lERSIIIP l.4.1 llnless otheri-1ise nrovicted in the Contract nocuments, the f.ontri\ctor 1·ti 11 b e f u r n i s h e d • 1 O c o r i es o f t ti e ct r a 1·1 i n n s a n c1 s n e c if i c a t i o n s r e u s o n a b l v necessary for the execution of the work. 1.4.2 Drawings, renrorluctions of dra1·t.inns, snecifications and other Co11tract Do c u me n t s , f u r n i s h e d to t h e C n n t r a c to r , a r e t h e n r o n e r t'I o f th e n 1·1 n e r a n d Architect. Thev are not to he used by the ~ontractor on other work and with the e~ception of the siqned contract set, ~re to be·returnfrd to the· Archite~t on request a.t the cof'lnletion of the work. ART. 2, ARCHITECT ?..1,1 The Architect is the r,erson or or11anization ic1c?ntified as such in thti Aqreef'lent and is referrerl to throu<]hout the Contract nncur~ents as if in sinri1ilar in numhe.r and· rnascul"ine in nender. The ter111 Architect means the Architect or h1s authorized renresentative. 2.1.2 The Architect's Status: The Architect shall nrovirle ·oeneral Administration of thP. Construction f:ontract, lie has authoritv to stnr the 1·rnrl: l'/ h e n e v e r s u ch s to r> fl a fl e ma y i n h i s o n i n i o n b e n e c es s ,fr y t o i n s ll r e t II e n r o n e r execution of the Contract. enc 8/74 fiC -2 - - - 2.2 ADMINISTRATION OF THE CONTRACT 2.2.1 The Owner, the Architect, and their renresentatives shall at all times have access to the work wherever it is in orenaration or nronress a~d the Contra~tor shall provide nroper facilities for s~ch access and for inspettion. 2.2.2 · The Architect shall he the sole iUdge of th~ true intent of the Contract DOcuMents, of the quality of all work done and all materials furnished in performance of the Contract, of the amount of 1·1ork done, and of ti.:! amount of monies due under this Contract. His decisions relative to an.v of said matters s h a 11 h e b i nd i n g a n d co n c 1 u s i v e u no n h o t h n a r t i es t h e r e to , a n d h e s h a 11 h a v e th e nower to condeMn any wcirk er Materials which shall be deemed bv him not to conform ~1th re~uirements of the Contract. 2.2.3 The Architect will review. Shon nra~ings and Samples as required in Article 4.C). ART. 3. oimrn · 3.1 Owner: The Owner is the oerson or oroanization identified as such .in. the Arireemen t anrl is referrerl to th ro u qh out the C:o n tract Doc urients as if sin!'.)ular in numher and masculine in riender. The term Q1rner means tile '11·1ner or his authorzied renresentative. 3.2 INFOR 11/\TION AND SF.RVICES REOtJIRED OF THE OIHIER 3.2.1 The Owner shall furnish all surveys describing the nhysica1 Project ch a r a ct e r i s t i c s , 1 e !1 a 1 1 i mi t s a n d u t i1 i t v · 1 o c a t i o n s fo r th e s i t e o f th e a~d any record drawings of existing irnnrovernents. 3.2.2 The Owner shall Secure and nav for easements for nermanent structures or permanent c,hanges in existing facilities. 3.2.3 Information or services under the nwner 1 s control shall h~ furnished by th e · () 1·,n e r "' i t h r ea s o n a h 1 e n r o Mn t n es s t o a v o i d d e 1 a y i n t h e o r <l e r 1 y n r o !l r es s of the \'/Ork. · 3.?..4. The 01·1ner shall issue all instructions tq the Contractor throu!lh the Architect. 3.i.5 The fo~eqoinCJ are in addition to ot~er ~uties and resnonsihilities of the n,rner enuMeraterl herein and esoeciall 11 • tl1ose in res.f)P.Ct to. Payment and Insurance in Articles 0 and 11 resn~ctivel_v. 3. 3 OCCII r Af~CV r, Y '1 HNEf1 3.3.1 The Owner mav occunv the hui)dinq nreriises or a ndrtion thereof nrior to contract completion date,· under conditions anreed to in writing by the General Contractor. However, if actual nroiect corinletion extenris beyond the contrQ~t completion date, the Owner mav occupv the ~,ilding premises without nermi~sion ~r anproval of the Contractor. The nwner will, nrior to such octupancy, qive notice to the Contractor t~ereof, and such occupancy shall be based o~ the followin1 terms: CGC 8/74 .1 The one·vear ~uarantee neriod.°shall hertin for applicable protions of the work upon occupancy thereof by Owner. ,., ... The occupancy of any portion of the work shall not accentance of 1·1or·k not performed in accordance 11ith no·cuments or relieve the Contractor ·of liahility work required by the Contract, hut not ccimrleted at occupancy. constitute an the· Ca Ii tract to nerforrn any the time of The r.ontractor shall be re1ieved of all maintenance costs on that portion of the nremises occu~ied and shall not he responsible for wear and tear resulting from occunancv. .GC - 3 I \. - e. -- .4 The Contr~ctor shall not be required to furnish heat, light or \'later.used in the po_rtions occunied 1-1ithout Proper rem-uneration therefor, provided the cost of these utilities is being paid for by the Contractor • • 5 Occupancy shall in no way constitute a waiver of liquidated damages unless specifically so state~ as a condition of occupancy. ART. 4. CONTRACTOR 4.1 Contractor: The as such in the Agreement and if si-ngular in number and Contractor or his authorized Contractor 1s the nerson or or9anfzation identified is referred to throughout the Contract Documents as masculine in gender. The term Contractor means the representative. 4. 2 MATERIALS, APP LIA NC ES AND EMPLOYEES 4.2.1 . Unless otherwise specified, the Contractor shall provide and pay for all materia\s~ labor, tools, equipment, light~ power, water, transportation and other facilities necessary for t~e execution and ·completion of the work. 4.2.2 Where the ·drawings or specification~ refer to inecific products of a manufacturer, or where the Contractor furnishes snecific products of a manufact~rer, such nroducts shall he delivered, stored, ir.stalled and protected in accordance with the manufacturer'~ latest printed specifications and 1nstructtons, unless otherwise specified. When requested by Architect, furnish copies of manufacturer's printed specifications and instructions. 4.2.~ All materials shall conforM specifications and details; except that indicate requirements not standard with sha11 be provided. to manufacturer's lat~st published ~,here ct-ra1·1inqs or specifications the manufacturer, such requirements 4.2.4 Unless otherwise specified, all materials shall be new and both workmanship and materials shall be of the best of· their respective kinds and subject to the approval of the Architect. The Contractor shall, if required, furnish satisfactory evidence as to the kind and qu~lity of matePials. 4.2.5 The Contractor shall at all times enforc"e strict discip1ine 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. 4.3 GUARANTEE 4.3.1 In addition to specified guarantees nrovided for in the separate sections of the specifications, the contractor sh~ll ~uarantee ·all workmanship and materials to be free from defect for a Period of one year from the date of acceptance of the work by the Owner or as stipulated in paragraph 3.3.1.1. 4.3.2 · A1l guarantees required by the spec1f1cations shall be in writinq in the Form of Guarantee as bound herein and shall he delivered before final payment 1s made, one copy to Architect, one copy to Owner. Add to the standard Form of Guarantee any special provisions required in the separate section of the specifications. • 4 .4 PERMITS I LAHS ANO REGULATIONS (See Suppl~mentary General Conditions) 4.4.1 Unless otherwise specified, the Contractor shall iecure a~d pay f~r all pnrmits and licenses. and all fees, insnections and certificates of inspections necessary for the nrosecutton of the work. A11 such licenses. permits and certificates of inspection shall be delivered to the Architect before final payment will be approved. · 4.4.2 The Contractor shall give a11 notices, and comply with all laws, ordinances, rules and regulations bearing on the conduct of the work as drawn cric 8/74 nc -4 - ·- - and specified. Any work performed or materials or equipment furnished which the requlrem~nts of said laws, ordinances, rules and be changed to conform thereto by the Cootractor at his sole does not co,nform to regu)ations shall expense. 4.4.3 Wherever the law of the place of.building requires a sales, consumer, use or other tax, the Contractor shall nay such tax. 4.5 CASH ALLOWANCES 4.S.1 The Contractor shall include in the Contract Sum all ~11owances stated in the Contract Docu~ents. These allowances shall cover the net cost bf the, materials and equipment delivered and unloa~ed at the site, and all applicable taxes. The Contractor 1 s handlihq costs on the, si.te, labor, installation costs, overhead, profit and other exnenses· contemnlated for the original allowance shall be included in the Contract Sum and not in the allowance. The Con~ractor shall cause the work cov~red hy these allowances to be nerformed for such aMounts and by such persons as the Architect may direct, but· he will not be required to enoloy persons against whom he makes a reasonable objection. If the cost, when determined, is more than or less than the al16wance, the Contract Suh shall he ad.iusted accordinqlv hy Change ()rder 1·1hich Ni.11 include additional handling costs on'the site, labor, installation costs. ~~erhead profit and other expenses resulting to the Contractor from any increase o~er the original a 11 o 1·1 a n c e • 4.. 6 SllPERINTENOEtlCE MID SlJPEf<VIS ION 4.6.1 The Contractor shall keep on the work. durinri its progress s a Cfrmpetent superintendent and any necessary assistants, all satisfactory to the Architect. ·This man shall not he· chanaed exceot with the consent of th~ A r c h i t e c t , u n 1 e.s s th e s u p e r i n t e n d e n t n r o v e s to b e u n s a t i s fa c to r v to · t h e · Contractor and ceases to he in his emnlov. The superintendent shall· represent the Cdntractor in his ahsence and all directions given to him shaJl he as bindtng as if given to the rnntractor. 4.6.?. The Contractor shall qive efficient slinervision to tf1e \'/Ork, usinn ~is best skill and attention. lie c;hall carefullv stud,v and cor111are a11 drawings, specifications, details and other instructions ·and shal.1 at once reno~t to the Architect anv r.rror, incDt1sistenc.11 or oriission 1·1h1ch he r.ial/ discover. 4, 7 PP-OGRESS sr:i'tF.OPLE ii • 7 • 1 Hi th i n s even d av s after a,., a rd o f contract ~ t '1 e C: on tractor s ha 11 nrenare and submit to the Architect for anprov~l, a feasible schedule covering sta~tinq and comnletion dates for all salient features and nrinciple construction operations of this contract. The.scheciule shall· be a granhic type, with cateQories of work correspondinq to the "Schedule of Values" approved for monthly progress nayments • . 4 • 8 D RAH I NG S AND SP EC I F I CA T,I O rt S ON Tl! E HO R I< 4.8.1 The Contractor shall keep one cony of a11 dtawinqst Specifications, Addenda, approved shop dra1-1in1JS,' change orders and other ~fodifications· on the work, 1n good order. available to the Architect and his representatives •. 4.9 SIIOP ORAWINGS AND SAMPLES 4.9.1 The Contractor shall check and verify all field measurements and shall s~bmit with such ~romntness as to cause no delay in his c0n work or in that of any nther Contractor. at least five (5) copies. checked and anoroved by him, of a 11 s h o fl d r a 1·'1 n q s a n d s c h e d u 1 e s re q u 'fr e cf fo r th e I/ o r k o f t ti e v a r i o us t r a d es • a n rt the Architect shall pass upon them with reasonahle nromntness, Three {3) copies will he retained by the Architect and th~ halan~e returned to the General Contractor with any required comments or ~orrections. enc 8/74 GC .. 5 - - - 4.9.2 The /\rchitect•s review of such drawings or schedules shall not relieve · the Contractor from responsibility for deviation from drawings or specifications, unless he has in writing called the Architect's attention srecifically to such deviations at .the time of submission, nor shall it relieve him from respons-fhi11ty for errors of an.v sort 1n shop dral'tings or schedules. 4.9.3 All subrnitta1s and material lists shall ~rovided by Architect. the Contractor, verifying Spec:i ff cations. · of shop dra\ftnqs, catalog c1.1ts, data sheets .equipment be complete and shall be· transmitted u~ing form The shop drawings ·transmittal form shall he signed by that shop ~rawings conform to Contract Drawings and 4.~.4 The Contractor shall furnish for apprnval, all samples as directed. The work shall be in accordance with apnroved samples. 4.1_0 RECORD DRAIIItlGS 4.10.1 The Contractor shall provide and keen unto date a complete as-built set ~f blue line prints, which sh~ll be corrected daily to show every chanqe from the original drawings and snecifications and this ·set shall be the recorB set. As-built entries shall be completed in a neat, clear1 nrofessional manner. 4.10.2 The Contractor shall then ohtain autonositives (reverse reading) tracings of each sheet of the record set containinn "as-built" information and deliver th~m unfolded, along with record set, to the Owner. 4.11 llSE OF THE PREMISES 4rll.l The Contractor shall confine his anparatus, the storage of materials and the operation of his workman to limits indicated hy law, ordinances, nermits or directions of the Architect and shall not unreasonably ~ncumber the premises with materials. · ·4.11.2 The Contractor s~a11 not load or ner~it anv nart of t~e structure to hQ loaded with ~ weight that will endan~er its safety. · 4.11.3 The Contractor shall enforce the Architect's instructions reqardinn sifjns, advertisements, fires and sriokinq. llo advertisements, siqns · or name lahe1s, of anv descrintion shall he nlacerl on cir near the or·emises 1·iithout the Owner's written consent thereto. 4.12 CUTTitlG /\IID PATCHI!IG 4.12.1 The Contractor shall do· all cuttinri, fittinq and nat.ching of his 11ork t~at may be required to make its several na~ts co~e toriether nrooerly and fit to rec e i v e o r b e re c e i v ~ d b y l'/0 r k o f o th e r Co n t r a c t o rs s h o 1·1 n, u n o n o r r ea s o n a h 1 y iMPlied by the Drawings and Snecifications for the -completed structure, and shall do all that is necessarv to accomnlish the ioininq of said several-parts in a neat and workmanlike rnanne~ to the satiif~ction of the A~chitect. 4.12.3 Any exoense caused by defective or improperly timed work shall be borne by· the partv responsible therefor. 4.13 REQUEST FOR FINAL INSPECTtON 4.13.1 The Contractor shall request Final Insnection in writinq. Such r e q u es t s h a 11 b e a c co Ill p a n i e <I h y a s t a t e m e n t th a t t Ii e Co n t r a c to r h a s ma d e h i s o 1-1 n inspection and has found that ~11 work is complete and compli~s with the Contrijct Documents and all aoproved.modifications of the Contract Documents. 4.14 CLEANrrrn I.IP 4,14.l The Contractor shall at ·all times l!eep the nremises free from accumulations of waste material or rubbish caused hy his employees or work; or the employees or work of any suhcontractor and, at the completion of the work, CGC 8/7-4 GC -6 .he shall remove all rubbish from and about the butldinq and all his own and his subcon:cractor's tools, scaffoldin~ and s-urplus materials, and shal-1 leave the \·/Ork clean and ready for occuoancy in every respect. In case of dispute betueen the Contractor and other Contractors, the nwner may perform the cleaninn work and charge the cost to the several contractors as the Architect shall det~rmine to be just. -4.15 INDEMNIFICATION - -- 4.15.1 The work shall be oerformed entirely at Contractor's risk and Contractor shall defend, indemnify and hold.harmless the Owner, the Architect and their agents, servants, reores~ntatives and employees from and aqainst all loss, includinq loss of use, liability damaqe,. claims, demands, actions and oroceedings and all costs and exnenses connected t-here~:ith, includinq reasonable attotney•s fees, or whatsoever cause or nature on account of any da~age to or loss or destruction of anv oronertv, includinq nroperty of nwner, or injury to o r d e a th o f a n _,, n e rs o n , i n c 1 u d i n C'J e rn r 1 o _v e e s o f n I m e r , c a u s e d i n 1-1 h o 1 e o r i· n p a.rt by anv negliqent act or omission of rontractor, any Subcontractor, an_vone directly or indirect1v employed by any of them or anvone for 1vhose acts any of them may be liable, reqardless of 1·1hether or not it is caused in part by a party indemnified under the Contract. · 4.15.2 Contractor shall also indemnifv and hold Awn~r harmless from and· against all claims and liens of all nersons· based unon the furnishing of labor or materials in connection with the performance of the work. · ART, 5, SUBCONTRACTORS 5~1 Subcontractor: The terrn subcontractor, a~ employed herein, included only those havinC'J a direct contract with the Contractor and it includes one who furnishes material worked to a soecial desiqn accordinq to the plans or s n e ci f i ca t i o n s o f th i s w o r ,~ , h u t d o es · n o t i n c 1 u d e o n e · 1·1 h o · Me re 1 y f u r n i s h e d material not so worked. 5 • 2 S IJ fl.-. CO I IT RAC TS 5.2.1 Each Contractor shall set forth in his nronosal the name and location of the mill, shon or office of each suhcontr~ctor.1·1f-io ,-,ill ner.forri 11ork or labor or render service to t~e Contractor in or ahout tf-ie construction of the work to be nerformed un<ler·this ~ontract and the nortion of t~A work to h~ nerf~~med bv each subcontractor. If the ~ontractor fails to snecifv a suhcontractor for anj nort1on of the work to he nerformed ~nrl~r the rontract he shall be d~ened to have agreed to nerform such nortion hinself, and he shall not be ner~itted to subcontract that oortion of the work excent under the conditions hereinafte.r set fo_rth. 5.2.2 Each portion of the work shall be nerformed by an orqanization e <J u i p p e d a n d e x p e r i e n c e d to rl o \'Io r k i n th e n a r t i c u 1 a r f i e 1 d a n d no po r t i o n o f the work shall he reserved by the Contractor to himself unless he is so equipped and experienced. 5.2,3 Th~ Contractor agrees that he is as fully resoons1b1e to the Owner for acts and omissions of his subcontractors, and of persons either directly or indirectly employed by'th~m, as he is for acts and omissians of persons directly employed by him. 5.2.4 Nothing contained in the Contract Documents shall create any contra~tual.felation between any subcontract-Or and the nwne~. 5.3 RELATIONS OF COtlTRACTOR Min SIIBCONTR/\CTOR 5.3.1 The Contractor aqrees to bind every subcontractor and everv subcontractor aqrees to he bound hy the ter~s of the Contract Docu~ents as fa~ as applicable t6 h1s work 1 includinq the fbllowinq nrovisions: CGC 8/ 74 GC .. 7 I - \- 5_. 3. 2 The Subcon~ractor aqrees: • 1 .2 To be bound to Documents and to responsibilities <h·1ner. the Contractor by the terms of the Contract as s u me to 1·1 a r <i h i m a 1 l th e o h l i qa t i o n s a n d that he, hy those docuMents, assumes toward the To submit to the Contractor anolications for pay~ent in such reaso~ahle time as to enable the-Contractor to apply for payment under the .terms of these General Conditions • • 3 To make all claims for extras, for extensions of time and for d a ma g es f o r d e 1 a y s o r o t h e nli s e , to t h e Co n tr a c t o r i n s u ch reasonable time as to enable the r:ontractor to subr.iit like claim·s upon the Owner under the terms of these General Conditions. Th~ Contractor ~qrees: • 1 • 2 To be bound to the·subcontractor by all the obligations that the Owner asiumes to the Contractor under the terms of the Coniract Documents and hy all the provisions thereoi affording renedies and redress to the Contractor from the Owner • To pay the subcontractor a iust share of anv fire insurance monev rec£olved hy him, the Contractor, under the t·erms· of the G-eneral Cot1ditions. 5;3.4 Hoth1nQ in t~is Article shall create any ohliqation on the part of the Owner to pay or ~o ~ee the pavment of any sums to any subcontractor. ART. 6. SEPARATE CONTRACTS 6.1.l The Owner reserves t~e riqht to let other contra~ts. in co~nection with l~is ~ork. The Contractor shall afford other contractors reasonahle onnortunity for the intro~uction and storan~ of ther ~aterials and the execution of their work and shall proner1v ·conriect anct coordinate his 1·1ork anc! theirs. fi,1.2 If· anv part of the Contractor's 1·rork.f!enends ·fer nron,er execution or result upon the 1·1orl: of an.11 other r.ontractor, tliP. r.ontractor shr1ll insnect and r, r o r.i p t l v r e no rt t o th e A r c h i t e c t a n II d e f e c t,; · i n s u c h 1-10 r k t h a t r e n d e r i t uns~itahle for such nroner execution and-restJlts. · llis failure to so. inspect and· report shall constitute an accentance of otlier Cnntractor's work as fit and oroper for the recention of his work, excent for def~cts which ~ay develop after th e e x e c u t i o n o f h i s 1·1 o r k a n d \'I h i c h 'c o u 1 d n o t h a v e h e e n d i s c o v e r e d o r r e-a d il y anticioatid by or as a ·re~ult of insnection. fi.1.3 To insure the prooer execution of his suhsen11ent 1·1ork, the Contractor shall measure work already in place and shall at once reoort to the Architect any d1screpancv between the executed work and the drawin"s. o. 2 MUTUAL RES PONS 111 ILITY OF CONTRACTORS 6i2.1 Should the· Contractor cause dama·ae to any other Contractor on the work, the Contractor a~rees urion due notice to settle 01th such Cont~actor by agreerient if he will so settle. If such other Contractor sues the 01·1i1er· on account of anv damage all_eqed to have been so sustained, t~e nwner shall notify th e Co n t r a c to r w h o s h a 11 d e f e n d · s u c h n r o t e e d i n CJ s. a t · h i s o l'i n . e x p e n s e a n d , i f a n v .1udqment against the 0't·1:1er arises therefrom, shall pay or satisfy it and pay all costs incurred by the nwner. CGC 8/74 GC -8 ·, I ·- '···- - ART. 7, ~ISCEL~ANEOUS PROVISJONS (See Stipplementary General Conditions)· ·-\ .. , ·. , . \ , 7. t ASS l GtH1f:tH 7 • 1 • 1 , , 11 e 1 th e r p a rt y to th e Co n t r a c t ~ h i.l 1 1 a s s i fl n th e Co n t r a c t 1·1 i th O u t w~1tten consent of the other. nor shall the Contractor assign any monies due to become due to him hereunder without prevfous written consent from the Owner, 7.2 HRITTE" NOTICE 7~2.1 Hr1tten 1n person to the corporation for business address notice shall be deemed to' have heen iLilv individual or to a member of the firm or t~ whom it 1s intended, or 1f del1vcre4 ~t kriown to hfrn who qi~es the notice~ served if delivered an officer of the or sent to the last 7,3 DAMAGES 7.3.1 Should either nartv to this Co-ntract suffer damages because of any wrongful act or neqlect of the other oarty or anv one emrloved by him. claim shall be inade in r1ritinCJ to the nartv liable 1·l1thin a reasonable time of the first observance of ~uch damaqe and n0t later than the final nayment, exce~t as expressly stipulated otherwise in the case of faultv w0~k or materials. 7.4 CWARANTEE BOt/0S (See Supplementary General Conditions) · 7 • 4 • l II n 1 e s s o t h e rw i s e s p e c i f i e d , t h e c o n t r a c t o r s h a 11 f u r n 1 s ti 1nsur1ng the fa~thful perfor~ance of t~e Contract in thd sum of 100% contract price dnd a ravment Bond in the sum of inn~ of the Contract the paym~ni of all obligations arising thereunder. in ~uch form as the approve. a hond of the price and Or,ner may 7 , 5 01-itl ER I S R l G HT TO I) h !·l OR K 7.5.l -., Should the <:ontractor at ·an.v· timr. dJJrinq nror:ress of the 1-1ork refuse or ne9lect, ~,ithout fault of the 01·1ner or tile 011ncr1 s a11ents or emnloyees, to 'sunply a sufficient numher of wor~mAn or sufficience of mat~r1als to comnlete the Contract t-11tl1in the time 11f111t:r.d herein (or r1nv la1·1ful extension thereof) for a ner1od of more than seven da~s after havi.n~ hr.en notified hy tl1e ONner or the /\rch·itect in 1·1ritinq to sunol.v the sa111e, ttie,01·iner shall -have the o~tion to f u r n 1 s h ·a n <1 n r 0 v i rt e :; a i r1 ma t e r i a 1 !i a n ci ,., o r r. r'l e n r e o I ii r (~ <1 t o f 1 n 1 s h s a i d 1-rn r K a n d t It e re asp n ah 1 e ex n ens e t 11 ere of s ha 11 he ch a r n 1~ ci a q ,~ i n s t l ti e Contra c tor h Y th e 01·,ner ant1 c1educter1 from anv rionies 1·1hich rr1i11ht ot!1ent1so tie or hecome navable to the r.o.ntractor. 7,n -~OYA~TtES Mlfl PATF.!llS 7,6,l The Contractor shall nav for all rovalties and 116cnse fees. He shall defonrl. all suits or claims for infrinne~ent of any oaten; r1Ghts and shill ~ave the .01rner hr,1rrnless from loss on account thereof, 7.7 T~STS : (See Supplementary General Conditions) 7,7.1. %1 any law, ordinance, puh11c authoritv, the snac1ftctt1ons or thu Arch1tect 1u 1ntruct1ons re(Ju1ra an.v 1vork to lie sner:1ally testt1d or annroved, the Contracti,r · shall Rive the Architect timely not1co for its r1Jdd1n1:ss of 1n~pijctton and, if the 1nsp~ct1on is hY un authority othar than the Archttact, of tha data ftxad for such 1nsnect1oti. If any work should ha covered, wtthout ariproveil o~ consent of the Architoct,.1t m11st, if rnriu1ru'1-1W lhe flri:h1tect, ho ~ncovora~ for exam1nat1an at the Contractor's expenSij, 7,7,2 lnapection o~· tuwttno at qun~t1oned work m~y b9 ordorod by thu Arch1tect fUld 1f sn orderod, tha l'IOrk must he uncovar4d hy thij Contr~ctor, If filJC·h \vork he founr11~J ACcordanca 111th tlla r:ontract nocurnant3, tile 0~1ner shall .nay the coat of 1nunect1onw test1nn and ren1acemont, if uuch work be found not 1n 11ccor'1l.rnce 1v1th the Contract Docurnonts, t·11e ··C:ontr!lctor ;hull Pl'Y .tho CP5t of 1n5pffcC1Pn 1 tcst1n~ an~ renluceMent, · 1' enc a/74 GG .. 9 (- J- 7.8 ARBITRATION 7.R.1 All claims, dfspute and other ~atters in ~uestion arising. out of, or relating to. this Contract or the hreach thereof, shall be decided by arhftratton in accordance with the Construction Industry Arbitration Association then obtaining unless the parties mutually aqree otherwise. This agreement so to arbitrate shall be specifically enforceable under the prevailinq arbitration la1-1. The a1·1ard rendered b_y the arbitrators shall he final, and .iudgment may be entered upon 1t in accordance 1-tith apr>licahle lav1 in an_y court having jurisdiction thereof, 7~8.2 Notice of the demand for arbitration of a d1snute shall be filled in writing with the other party to the Contract and with The Ameri~an Arbitration Associ~tion, and a copy shall be filed with the Architect. The demand for arbitr~tion shall be made within a reasonable time after the dis~ute has arisen; in no event shall it he made after the date 1-1hen institution of ·legal or equitable proceedings based on s~ch claim, dispute or other ·matter in question would be barred by the apnlicable statue of 1i~itations. · 7.8.3 The Contractor shall not cause a delay of the work during any arbitration proceedinns, except bv anreement with the Owner. 7. 9 SlJl3STITUTIOMS /\tlD APPROVE!) EQUALS 7,9.1 Substit~tions: Each item referred tn on the drawings and in the speciffcations is intended to represent the standard of merit of the materials or methods which will he required. The Contractor shall submit a bid cov~ring each such item or methorl as snecifically descrihed •. Should the Contractor wish to_ sunqest anv suhstitutions for t~e materials or ~ethods soecified, he shall submit written request at least ten (10) workinq days before the bid date and ho~r. Request received after this time will not he considered. Request shall clearly descrihe the Material or methods for w~ich annrova1 1s asked, including all data necessary to demonstrate acceptability, and the difference in cost as applied to the bid, if any, lf tha nroduct is acceotahle, the Architect will anprov~ i't in an Addendum issued to all nrime bidders on record. 7.9.2 Anproved f~uals: If bidders wish to suh~it any item for approval as equal to the snecified, sue~ suhmissio~ shall be made in writing to the Architect at 10 days prior to bid date, and shall.be accompanied hy a sample and a list of local ihstallations. Items which are not so submitted shall receive n o co n s i d e r a t io n · · fo r a n p r o v a 1 • A 11 h i d d e rs to 1·1 h o m p 1 a n s a n d s r> e ci f i c a t i o n s _ have been issued will ~e informed of all items which have been approved as equal to· those specified prior to the bid date, by the issuance of an addendum to all prime bidders on record. A RT , fl • T Il-1 E ( S e e S up p l e me n t a ny Gen e r a 1 C o n d i t i o n s ) 8.1 TIME n • 1 • 1 · A 11 t i m e 1 i m 1t s s t a t e d i n th e Co n t r -:1 c t o o c um ,rn ts o r e o f th e es s e n c e o f the co·ntract~ a.1,2 If the Contractor he delayed at anv time, tn the nronress of the work by-any act or ner)'lect of the 01·1ner or of the 1')1,1ner 1 s errnl-oyeeSi by an Act of God or other casualty wh1cb the Contractor could not have reasonahly foreseen; hy stormy or inclement 1·1eather; or hy strikes, hovcotts or like obstructive a-ction by eMployees or labor or~anizations w~ich delav said work and which are not caused by or the continuance of which 1s not due to any act or conduct on the part of the Contractor, then the time of comnlet1on shall 'ha extended for such reasonable time as the nwner ~ay aonrove. Extensions will be approved based on actual effect of actions on job, not on s1mnle occurrence of action~ ~nd such extensions of time shall app1y only to that portion of the work affected by the . -delay~ and aha11 not apply to other portions of work not so «ffected. 8.1.3 No extension of time on account of such delays shall he a11owed unless promptly applied for 1n writing by the Contractor and the wirtten approval of same is obtained from the Owneri CGC a/74 GC -10 - \ ,', - - -I 9.1 SCH~DULE Of VALUES .,.4 ... 9.1.1 The Contractor, within 10 days after sinning of contract, shall submit to the Architect. a complete list of all subcontractors and Schedule of Values. Hl3P Forms 828. Scheaule orvalues shill sho~, values of the various parts of the wirrk aq9re9ating the total sum of the Contract, ciivided so as to facilitate payments to su~contracto~s and, ff required, supnorted by such evidence as to its correctness as the Architect may direct. This schedule, w~en aoproved hy the Architectp shall he useci as a basis for payment, in the manner provided in the Agreement. unless it Is found to he in error. 9. 2 PROGRESS PAY11EtlTS 9.2.1 In annlyinn for payments, the Contractor shall submit to the Architect a monthly -npplication and Certificate For Pav~ent, AIA G70~, {5 conies) for each oayMent and, if required, receiots or other vouchers showing his payment for . materials and labor and to suhcontractors. The an·nlicat·lon shall be hased on. and correspond· to, the ann~oved Schedule of Values. The monthly application shall· be approved by the fh-iner's Inspector, if any, prior to submission to Architect. • 1 Progress to exceed value of preceding pavm~nts will b~ made durinq the·coµrse of the work, one payment per month, no pavment to exceed 90% of labor and materials incorporated tn the work during month • not the the • 2 After final accentance the remaininq 10% of the contract price \'/111 be ·paid 35 days after the date of filin!"r of the ·Notice of Compelti on. 9.2.2 The monthly periodical annlication for nartial payment shall be accompanied with a statement from th~ General Contractor declaring the exact anount of davs worked, davs nained or days lost, for the nriod covered by the estimate. Should the Contractor claim "davs lost" he shall state the reasons for the loss along with nrooer backuo mate~ial •. 'J, 3 CF.RTrFICA-TES nm PAY 1lf:11TS ? • 3 • 1 1-1 hen the r. on tractor h as 111 a rl e an o 1 i ca t i on as · ah o v e 1. the Arch i t e ct slJall, not later than the date 1·1 11en each na_vrwnt falls due, issue to the Contractor a certificate (~ conies) in t~e anount anproved hy the Architect. h a s e d o n th e a n n 1 i c a t i o n fo r n a y rn e n t • Th e d· u e d a t i? f o r n a y r.i e n t s II i 11 Ii e · astab11shed at the time of annroval of the Sch~dule of Values, 9,3,2 All nayments called for hy-this Contract sWal·l he made when due upon presentation of said Certificates to the n1·1ner. -The makinq o,f nrogress f)ayme-nts · shall not he. considered as an accentance by tl1·e n1-iner, of the 1·1hole or any part o f th e ~,o r k up to th e Pa v men t th ere of , h u t th e en t i re 1-1 o r k i s to be·· s lib .j e·c t to inspection and anoroval by the Architect when it shall be claimed by the Contractor that the Contract or the work called for thereby 1s complete. 9 + 4 PAYMENTS IHTIIHHO 9~4.1 T~e Architect may withhold, or on account of subsequently discovered evidenceri nullify the \'/hole or any nart of an_v certificate of payment to such extent as may he necessary to protect the 'hiner from loss on account of; CGC 8/74 ,1 Defe~t1ve work not remedied; .2 Claims filed or reasonable evidence indicating prohab1e f111ng of claims; ,3 Failure of the Contract~r to make payments nroperly to subcontr~ctors or for material or lahor~ GC .. ll - - -- · of the contract price shall exceed the e/4nense of finishing of work, including compensation to the ~rchitect for his additional services, such exces~ shall he paid .to the Contractor. If such expense exceeds such unpaid balance, the Contractor ~hall pay the difference. CGC 8/74 GC ~ 16 - - Plan checking fee has been paid for by the Owner. Building permit fees will be paid for by Contractor. Contractor shall secure the building permit from the Building Department of the City having jurisdiction. Contract shall be for the complete work ~nd shall include connections of services and utilities to mains and lines wherever required, including all fees for final connections and meters. All costs for water, sewer and drainage assessmeTits shall be excluded from the Conttact. Add Par. 4.4.4 as follows: Construction and materials shall comply with and be installed in accordance with all the requirements of all legally constituted public authorities having jurisdiction, including all County and local ordinances, the Safety Orders of the State Industrial Accident Commission, Occupational Safety and Health Act of· 1970, and the rules and regulations of the Hational Fire Protection Association. ART. 7. tHSCELLAH.EOUS PROVISIONS 7.4 GUARANTEE BONDS Revise 7.4.1 as follows: The Ovrner, at his option, may require the Contractor to furnish a bond insuring the faithful performance of the contract _in the sum of 100¼ of the Contract price· and a pay1rient bond protecting the \'JOrkman and material men in the sum of lOO;; of the contract price. The surety on such bond or bonds shall be a duly authorized surety company satisfactory to the l)1·1ner. Tile cost of such bonds, if provided, shall be added to the Contract Price. 7.7TESTS · Add paragraph 7.7.3 as follows: 7.7.3 \-/hen testing, inspection, or other related services are required by Codes, Ordinances or herein specified, s~ch services shall be performed oy a laboratory selected by Owner, upon advice of Ar-ch·itect. Cost of such tests shall be paid by Owner except as provided for below. · .1 Retesting becausfr of failure of initial samples • • 2 Improper scheduling of work or of delivery of materials by Contra_ctor or additional costs due to overtime wor.k or extra shift work • • 3 Failure to properly notify laboratory . • 4 Changes in sources, lots or suppliers of materials after original tests • • 5 Changes in methods or materials of construction requested by Contractor that require testing, inspection, or other related services in excess of that required by original design. ,6 Con~rete mfx designs in excess of first suc.cessful design for each concrete type • • 7 Overtime or extra shift work requiring overtime work by Owner's Inspector. AJd 7.10 as follows: 7.10.1 HANDBOOKS AND INSTRUCTIONS S.G.C. - 2 - 7.10.l The Contractor shall maintain at the project site, on a current basis, applicable handbooks, federal, commercial and technical standards and specifications, maintenance and operating manuals, manufacturers and/or association installation instructions and any other related documents and revisions which arise out of the contract or the work. ART. 8. TIME Add 8.2 and 8.3 as follows: 8.2 HlCEIITIVE PAYMENT AND LIQUIDATED DAl1AGES 8.2.1 An incentive payment of $200.00 per day vill be awarded to the Contractor for early completion of the entire project, for each-calendar day that Substantial Completion is ear.lier than the Contract Time. Charges of $200.00 per day will be assessed against the Contractor for late completion, for each calendar day that Substantial Completion is later than the Contract Ti me. 8.2.2 Substantial completion is defined as follows: "The Date of Substantial Completion of the work or designated portion thereof is the Date, certified by the Architect when construction is sufficiently complete, in acco.rda.nce 1-1i th the Contract Documents, so the 01~11er may occupy the iJork or designated portion thereof for the us-e for vrhich it is intended". 8.3 CONSTRUCTION PERIOD 8.3.1 Refer to Form of Proposal for construction period. Construction time shall start as of the date specified in "Matice To Proceed" fror.i 0\/ner to Contractor and end with date of acceptance of work by the Owner. ART. 9. PAYl1EiJTS AilD C0!1PLETION Change pa.ragraph 9. 1. 1 to· read as fol lol'1s: 9.1.1 The Contractor shall subr.iit to tile /\rchitect no later than the final payment request, "Schedule of Values" (HC&P For·m 8.28). Schedule of Values shall shown aggregating the total sum of the Contract and, if required, supported by· such evidence as to its correctn.ess as t-be /\rchitect may direct. Add paragraph 9.1.2 as follows: 9.1.2 The COIITRACTOR, within 10 days after signing of contra'ct, shall submit to the Architect, a complete list of all subcontractors; a "Construction Cost l3reakdovrn For Certificate of Payment". "Construction Cost Breakdown" form aggregating the total sum of the Contract, divided so as to facilitate ·payments to subcontractors and, if required, supported by such evidence as to its correctness as the Architect may direct. This schedule, 1·1hen approved by the Architect, shall be used as a basis for Certificates of P«yment unless it is found to be in error. The COIIT11ACTOR shall submit the "Construction Cost Breakdown For Certificate of Payment" on the form included herein.· The due date for payments will be established at the time of approval of the "Construction Cost Breakdown" form. On approval of the form by the Architect, all items with entered values will be transferred to AIA document G702A "Application and Certificate of Pay~eITt". Add 9.6 as follows: 9.6 SUl3IHTTALS 9.6.1 Neither the final payment nor any part of the retained percentage shall become due until the COfJTRACTOR has obtained and delivered all guarantees, record drawings, catalog data, maintenance manuals, parts lists, operating instructions, "Schedule of Values," and other specified directives . S.G.C. - 3 - or submittals as may be required by the separate sections of· the speci fi cations. ~ AHT. 11. ItlSURAf-lCE 11. 2 PROPERTY INSURANCE Revise 11.2.1 and 11.2.2 to read as follos and delete 11.2.3. 11.2.1 The Owner shall secure and maintain fire ·insurance with extended coverage perils, vandalism, and malicious mischief upon the entire structure on wh'ich the work of this Contract is to be done, amounting to 100;~ of the insurable value of work as completed and as certified by the Contractor and the Architect, naming the 01·111er and the Contractor as their respective interest may appear. This ins~rance will not cover any tool or equipment unless such tools and equipment are part of the building being constructed. The Contractor shall be responsible for the securing and maintaining of fire insurance and other insurance on any tool, equipcient, or supply which are expected to remain his property. 11.2.2 The Owner, Contractor and all subcontractors waive all right of action, each against the other, for dama~es caused by fire or other perils covered by insurance provided for under the terms of this Contract, except such rights as they may have to the proceed·s of insurance held by the 0Hner as Trustee. /\RT. 12. CHAi~GES IN THE \</ORK Add 12.1.5 as follows: Cost estimates for value determination as specified in 12.1.4 shall be in the form 11 Cost Estimate For l3ulletin No. " as bound herein. S.G.C. -4 -... :;; COST ESTH!ATE FOP GULLETIII no. Project __________________________________ _ Location: A. Breakdown from. Subcontractor to General Contract6r (Not applicable if the subcontractor is not involved) l. Cost of material and supplies. (Completely itemized -Unit cost X quantity) 2. Cost of labor. (Completely itemized -Hourly rate X hours) 3. Transportation of materials·· (Only if applicabl~) 4 ~ SUBTOTAL 5. Overhead and Profit. (Maximum of 10% of item 4, no overhead and profit for omitting work} 6. Sales tax on materials. (Percer.tage of Item 1) i. PaJro11 tax on labor (P.ercentage of Item 2) 8. Insurance 9. TOTAL B. Breakdown from General Contractor to Owner t.h rou g_h Architect. L Subcontractors p'rice to General Contractor (Ite~ nine above, attach subcontractors complete breakdown)· · 2. Labor and/or materials if any. . • (Itemize as per Paragr~ph A, Items l through 4, above if General Contractor fu~nishes 1~bor and/or materials himself. 3. SUBTOTAL 4. Overhead and profit. (Maxi~um of 10% of item 3, no overhead and profit for omitting work) . 5. Sales tax on materials portion of Ite~ 3) (.Percentage of materials p·ortion of Item 2) G. Payroll .tax on labor if any. {Percentage of labor portion of Ite~ 2) ,1 • I n s u r a n c· e i f a n y • 8. TOTAL eRICE ~ROPOSAL $ _______ _ $ ___________ , $=================· $ _____ .....,__, $ ________ _ $ _______ _ $ _______ _ $================= $ _________ _ $ _______ _ $ ________ _ s ________ _ s __________ _ $ _______ _ $ _______ _ $ ___ -:------- $=:::::::::====== .$_·-------~ By _______________________ _ I I I / - - .. \. \ .. I • • CONSTRUCTION COST BREAKDOWN F6R CERTIFICATE OF PAYMENT Job setup I temporary facilit1es S1te clearance & demolition Earthwork & fll l Structural Excavation (bu-fldl,119s on-ly) Reinforcing Steel (building only) Concrete work (bu1ldin·1 only) Masonry (building only) Structural I miscellanaous metal Structural lumber and rough hardware Rough carpentry labor Finish mlllwork & doors finish hardware Finish carpentry labor Roofing and waterproofing Sheet metal Glass & glazing Gypsum drywall Ceramic tile 1nclud1ng mural Suspended ceiling & acoustic tile Resilient flooring Painting & wall covering M1$ce11-aneous spcciarties C~ld storage rooms * Asphalt paving, base & fine grade * • * ** RetAining walls, complete with excavation, rebar, masonry, concrete Curbs, sidewalks & bumpers Irrigatiofi I Landscaping Plumbing Meters, utility lines, plumbing O.S.B.L, Rough plumbing l.S.B.L, fire sprinklers ** Meters & Lines o.s.s.L. Rough I finish I,S.8.L, Electrica.1 ** Conduit, wire, parking lighting, utility costs O.S.B,L. Rough electrical including panels & switch-gear, I.S.8,L. Fixtures & fl n1 sh Mechanfcal Ductwork & rough-in fans, ut111ty sets, hcat1ng/coo11~g units f1nfsh, connections, test I balance * These items will provide a 'fa·lr total of "site improvement" costs. Ii• These items w111 91ve il total of "utility costs", O.S. B ,L, Outside Buildfng Lfne. l.S.B,L, " Inside Build1n9 Line, I I \' INDEX FOR SCHEDULE OF VALijES .,1, U _.. ,_ l i , 1 ~ ,.. ~ 0 " ..-' , OlVlSlOH 1 Ill. b. SJ Oil 2 -a,, b. c, c1. e, f. g, Ii. f. j. ~-1. 111, n. o. OiVISIOH 3 a, b. c. d. e. f, g. h, 1. j. k, DIVlSION 4 a, b, c. d,. C, f. .... IOll 5 a. b. C, d. e, f, 9. DIVIS10fl 6 11, b, C, d, e, f, O!VIS!OH 7 ,11,· b, C, d, e. f, ·01v1s1011 s - •• b, C, d, e, f, 9, h, GENERAL REQUIREMENTS General Requirements (11) Insurance fee$ and Testinq (lll SITE WORK Demolition & Clearing of Site (108) Gradirq Work (100} Excav1tlon & Backfilling (01) S,fte \.rainage (l·OB) A.C. 1•av1nq (lOB) Concr~te Pavinq {108) Irrigation Sprinklers (108) Land~:ape Work (108) Fencing {lOB) Playflelds and Other Yard Improvements ,(108) Caissons & Pile Foundations (lOA) Shoring & Bracing llOA) Off-S4te Work (lOC) Railroad Work, Marine Facilities & Tunnelinq (lOB) So1l Treatment (01) CONCRETE Re1nf, Below Grade {01) Reinf. Above Grade {02) Formwork Below Grade (01) F~rmwork Above Grade (02) Concrete Below Grade {Dl) Structural Concrete Above Grade (02)* Non-structural Exterior Concrete (OJA)•* Cementitfous Roof Deck (03C) tlon-structural Interior Cone. Walls (04A) Tilt-up Walls {02) · Prestrcssing Uork (02) HASOl!RY Hasonry Foundations ,(01) Structural Masonry (02) ·!Ion-structural Exteri.or Masonry (OJA) Non~struc.tural Interior Masonry (04A) Exterior Pavers (lOD) Interior Pavers (046) METALS Structural Steel Below Grade (Ql) Structural Steel Above Grade (02) Open Web Joists (D2) . Miscellaneous Metal (03A), (04A}, (04C) Miscellaneous Hetll/Site (108) Hetal Deck (02) Metal Handrails (04C), (106) WOOD & PLASTICS Rough Carpentry (02), (n4A) Heavy Timber & GluLams (02) txterfor Hood Siding & Trim (OJA) [nterior Finish Carpentry & Mlllwork (04C) Custom Uoodwork (09C) Pl~stic fabrications (D3A}, (04C) THERMAL.& MOISTURE PRDTECTIOH W~terproofin~ Below Grade (Ol) fherP1al Insulation (03A) Preformed Panels & Fascias (03Al Roofing & Flashing Systems {OJC *** Oompproofinq & Caulking (03C) Sheet Metal & Roofing Accessories (03C) DOOR & \It NOOUS Exterior Doors & Frames (~38) Exterior Windows r. ·Curtainwalls (030) Interior Oo6rs A Frames (04A) Interior Glass & Glazin9 (04A) finish HJrdw~re (04A) Spectal Doors (folding, Coiling, etc,) (09A) Exterior Glazinq & Pone!~ (OJR) Roll-up ~nd Sliding Doors (038), (04A) * ** Including slab•on-grade, lnclud1n9 frecast Concrete DIVISION 9 a, ~-c. d. e. f. 9. h, i. j. k. DIVISIOII 10 a, b. c. d. e, f. g. h. i. j. le, l. m. n, o. p. OIVISIO!l 11 a. b. DIVISION 12 4, b. c. d. DIVISIOII I 3 4. b. c. d, e, OIVISIOII 14 a• b. C • d,, OIVISIO!l 15 a, b, c. d. e. f. g, h. ' 1, •) I VT S I O tl 1 6 a. b. C, d. e' f, g, h, 1 • j' FltlISHES Exterior Lath & Plaster (03A) Interior L3th h Plistcr (046) Gypsum Drywall (048) Ceramic Tile (04ll) Terrazzo & Marble Work (040) Painting & Wall Coverinq (048) Acoustical Treatment (048)**•* Wood & Special Flooring (048) Resilient Flooring & Base (04B) Carpetlnq (04B) Sprayed Fireproofing (02) SPEC !·AL Tl ES Chalk & Tackboard (D4C) Compartments & Cubjcles (04A) Signs & Supergraphfcs (D4C) Demountable & Folding Partitions (04A) Lockers (09A) ~pe~ial Storage Shelving {09A) Toilet r. Bath Accessories (09A) Wardrobe Specialties (09A) Sun Control Devices {OJA), {038), {098) M 1 s c. Gr 11 1 es , Louvers , 01 vi de rs ( 0-1 A) , ( 04 B) , ( 04 C} Fl4gpo1 es ( 108) Mfscellaneous Spdcialties (04C) Elevated (Access) Flooring (04C) Wire Mesh Partitions (04C) Portable Walls & Doerable (04A) Folding Gates (04A) EQUIPME!lT . _ Fixed Equipment (09A) Special Equiomcnt (Haste Handling; food Service, etc.) (09C) FUR!llSHitlGS Preflnlsh~d Casework {098) Draperies (098) Seating i Furniture (09B) Art~1ork (09C) SPEc"IAL CO!ISTRUCTIOII Special Rooms, Vaults and Const. (09C) lnte9rated Ceilings (O~C) Covered Halk & Auxiliary Structure (108) Swimming Pools &· Equipment (09C) lnc1ner~tors (large scale) (-09C) COHVEYTNG S~STEHS Elevators, Dumbwaiters and Lifts (05) Escalators and Hoving Ramps (05) Conveyors and Chutes (05) Hoists and· Cranes (05) HECHAHICAL Exterior Plumbing to 51 of Building (106) Interior Plumbing (06) Fire Protecti~n Equipment (09C) HVAC {07) Integrated Celllnq A1r Distribution (04C) Special Piping Systems (09C) HVAC Ductwork ELECTRICAL Utilities to 5' of Building (108) Electrical (DB) Integrated Ceiling Lighting Fixtures (04C) fixtures & Lamps (OB) Special Systems (Lighting & Cathodic) (09C) Communication Systems (09C) Special Co11trols i Instrume11tation (09C) Electric Comfort Systems (OB) Wall flashing under (D3A) Integrated celling~ under (04C) NOTES: 1, Refer to the "Untform Construction Index" Key Word Index and Cost Analysis Format for appropriate location of items not listed. 2. Code numbers appearing after item indicate appropriate systems, · SCHEDULE OF VALUES PROJECT: DATE: \ CONTRACTOR: -NOTES: r.-Thls schedule 1s tc be complete! by the contractor tdthin ten d~ys after signing of contract, The schedule, when approved by the arc hi tcct (who may require supporting evidence as to tts correctness), sha 11 then-be us1 d ilS a bas1s for certificates for payment, 2. Any ftem 11sted may be separat· d for the convenience of disting~ishing sub-trades, and addftfona1 ftems ITT~Y be added n the spaces provided, under the appropriate div1sion. ~. For· the location of 11ork i terns, an index Is attached identifying ihe most common items l lkely to be encountered under each heading. In case of any ambiguity or confusion, contact architett for clarification, . 4 .• On approval of this schedule, the contrnctor should transfer all Items with values entered l 1n the "Value" column to "Application aud Certificate for Payment" (A. I.A, documents G702 . and G702A). In column A of 4orm G702A, enter the item number as it appr:Jrs in the Schedule '' of Values, before the item description. In column 8. enter the ful 1 item description and l n column Center the Hem value. llote thJt .Q.ili items with values _entered agd1n~t them ~re to be transferred to G702A forms. SYSTEM ITEM NO., DESCRIPTION OF WORK VA'L'UES SUB-TOTAL TOTALS •' , ... J~.1. 2c Excavation & Backfill inn w " -01. 3A Rein f. Below Grade ::;) 01. 3c Form~1ork Beiow Gr;,d P I-u Ol.3e Concrete B .. ili..'d....fu::.3 .. d P ::::> ex: 01.4a Masonrv F O.J!.ll d a t i Q I) s ~ _QJ. 5a Structural Ste~UiliJ'I_GrnrlP Vl -I 01.7a Waterproofinn B,,'1n"' r,,..,,.,i., al ::::> Vl -.. - 02.3b Rein f. Above Grade ( -~ .. <! FormHork · fl bii~::S{u.rl. e w 02.3f Struc. Cone. A b o V...f._lli.Q. P " -o-t:-.rii Structuraf :::) M .. il.P l)S ry ~-,_Q_?.,!c..5,b Struc. Steel Abov·e Gr<1~_e_. u ::, 02.5c Ooen \·/et; Joists !, Met. Deck ' a: '"'1r2-:-5r ·-I-Metal Deck -· Vl ..... 02.6a Rough Carpentrv I .... ex: ... .9-2..!.9_b __ Heavy Ti~~~r & Gly]Rm~ w .. 0,.. 02.9k SDraved Fireoroofina .. ::::> VI -·· - 03A.3c; Non-st rue .Jx t. Cortcreti> :]TA: 4.c _ __ t{QJl::..SJ:rJl.!;: ... ,_J_x_t..__M.il S.OJlr.V .. .... o~.A. 6c Ext. Hoed Siding t. Irjm 03A. 7 b Thermal Insulation V1 03A.7c Preform1:d ... Pa_nel.sJ Fa.sci a~--'. :a 3A-:-7ci-. Dam PP r o o.f i IJ..<J...J'i._J.:.i! u 1 k i n n -' -...... ~ ...: 03A.9a Ext. Lath t, Plaster ""' ;i: --· i:t! _QJ.~J.QL. -Sun Control Oevices :::, -·--·~ Vl 0 , .. ..J .. -I.) Q! 0313.Sa Ext. D~...9rs & frames -0 1..e::: ·o:fa. ab -~-~~-· _\-1 .i. ll go ~_c;_u_r_!: ii 1..IL.W.a.JJ ... s. .... VlO -cc: uJ .... "f31f:-i~ Ext. G1az1no & Panels I.I.I 2: I--·· I-wci: X I.I.~ .. w .... _, . 03C,3d Roofing & Flasbino sv~ti>m~ CJl ..... o-rc-:J~ Cementitious RqQf......Jleck z:: . .... 01c-:-1f Sheet Metdl & Roofino Ace IJ,. --0 0 -i:i: WI I.LIAM BLUROCK & PARTNERS . Page One of Three I . ' • • ... ·1 __ \ \ SCHEDULE OF VALUES (Cont1nued) . SYSTEM ITEM NO. DESCRHTION OF WORK· - 04A.3i Non:structural tnt. Cone. Walls 7i4A:-4cl--NO n -St r UC t ural-InT-:-Maso·n r Y 04A.5ct Int. MTSC:-f1 e ta I VI 04A. 8c Int. Doors & Frames z 04A.8d Int. G 1 ass & .G 1 a zing z 0 cf4A.8e Finish-Hardware .... 0 I-04A-:-rob Co(!!pyrtrnents & Cu_bicles .... '7f4T-:To_a_ ... I-Demountable & Foldinq Parts 0:: ,_0-4A.YOn-f-,w-rre--Me s·n -·P"artf fi" on s t-,c( Q. (..) ::) ~ 04 B. 4 f Interior Pavers I-04B.9b Int. Lafh_C_Plaster VI 048 .• 9c Gyps~~_Q_ry~all Systems z 048.9d Ceramic Tile 04 8. 9e Terrazzo & Marble \fork 0 ._0_1µ._!..9.1_ _Painting_ & Hall Covering VI u LLl ~!L._9a Acoustical Treatment :i:: VI ~ Q48.9h Hood & Sp~cial Floorinq .... ,:_MB~9.i ResilJ_efl_t Floorin...9._t Base :z 0:: .... 048.9j ,__C.2-_r_p~_i_1_1 .. 9 __ .... 0 048.10]-Misc. Grilles, Louvers., DTvfae.rs .... 0:: IJ,J ,_Q_ 4,_C_J_~ Misc. Metal -Int:erior t-04C. 6_d_ _Int. Fin_ish_Carp_._, &_Mill_work ;;:: c.: ,_Q_1J. 91 Misc. s ecialties 0 04C.10a Chalk t, Tack boards .... ..... 0:: 7f,fc-:-foc--~ i_g_112_ .i... -~-u p_e_rg t,a phi cs 'LLl I-~1}:-.1_:_gjn-· Elevated Floors :;::: 04C.13b In te_gya ted_ Ce_fl i no .... 0:: 04C.15a Intea. Ceilinq Air Distribution LLl 04C.16d Inteorated Ceilino Fixtures :i:: I-0 05.14a E1evatorL._J)umbwaiters & Lifts >-0-~1_4L_ Jscalators &_ MoviT)_g__Ramps CONVEYING 05.14c Convevors & Chutes 05.14d Hoists & Cranes SYSTEMS 06.15b I n.teri or Plumb1nq PLUMllI ~G 07.15e HVAC H V A C 08.16b Electr1cal ELEC:rRiCAL ,__OB~f6e .Jll'ture & [am,2s -oa-:T:Sr-Electric Comfort Systems SUBTOTAL BUILDUIG COSTS IHLLlAM BLUROCK & PARTN.ERS ., . ' VALUES SUB-TOTAL TOTALS . ·-- ·--- ----·-- -----·· . - - ------ P.age Two of Three . . . : . ·' ; SCHEDULE OF VALUES (Continued} ( ... -------,-..------..-------------------,-------,------,------ \ -1-_s_v_sr .... E_11 ____ ,i_1_TE_M_N_o_. -1-----o-Es_c_R_1 _Pr_1_o_N_o_F_w_o_R K ______ ,_v_A_L..,:u_E_s _ _,._s_u_s_-_r_o_r A_L_s;..-,t-_r_o_r A_L_s_ ( I \ \- I- z w :c I).. .... ::> O' l,iJ llJ I-... VI I ::i:: vi 1/) ,-. (!) ;z: z: " .... ::> 1,1.. 6 .... I-u ::) 0.: I- Vl . z: 0 (,.> ..J "' ..,., (.) w 0.. VI ..J "' "'Vl ,-..o:z: u:z::o w:::i .... o.. Ot-Vl .... :z: 0 H I-u ::> a: I-V) % 0 u LL.I ..., .... Ill 09A.Hf Special Doors :Jl9A--:Toe_ Loe ke.,_r.,,_s _________ ___,.----t-------1 ------+------ ~~_A-!.-l_p_f_ -~~ i a 1 S t_Q_r_g_g_~"---'S'-'h,..,,e,.l,...,,v...,_i.,_,n...:i-a __ ·-------+-------1 ------4-------___ 09A..!.1.9.L. Toilet & Bath Ace e,=-s=s=-o"-r.,_i e"'"s=---__________ __, ------4------ _Q9_A..:..l.QJL Ha rd robe Spec i a 1 t i.e.s,,__ ----------l--------1-------i-----..c 09A.lla Fixed Equipment . ' ------4------1 J.---'-----J..------------------+-------f·------t-----:--I 098.12a Prefinished Casewp..r~k----~--~•-------~-------+------._i'.l9lf:-12b Draperies ,_098~12c ~Seatln~---r-Furniture 09C.6e Custom Woodwork __________ 1 ______ -t-------i----- Jrn·c-:Tlb illCial Equj_gment"-------------1------1------------_Q_9_C,..!..~}..L_ _Sp_e.i:i.aJ. ... Bm~, YattH.Li-kQ.M.tr_.__ __ , ______ _. _______ , _____ _ , _ _QJ_C...!....1_3L_Sw1mmi-ng Pools·····---·---· ·------l-'------.J-------+------ -O 9 C. 13 e __ J n_c_j n e r..\l_ t; Q.f.S (1. a rg e .. s cal fd _· ____ ··-------'--~--------+------ 09 C. l 5 d Fire Protection __ Equi,prne'"-'n-'-'t"--------•------------_____ _ :_o -~fc-:-f Sh S..Q. e d a l _ P i .Pi 119 __ Sys t; g"'m-=-s ______ _ 09C~l 6 h Communication S_y2 t1;m_ "-L------'----+------1-------'-f------ "o§·c. 16 i Cont ro 1 s & Inst rum en tat ion'-------------1-------i------>-0·9·c-:-n-g -,-.S peci a 1 S stems-(Lighting·) 1 OA. 2k ___ . .C.?J.1> .. ~_Q!l~_A P..iJ e .. f.o.unda t.i o.n s .... ·-·---1--------------·--·------·· -----·-.. lOA. 21 Shor1nq & Bracina l-----+---------------.,.---1------1---------4-----·· 1-------------,-----···-·-----------·-· . ·---·---1--------4-------. 1-IOB.!.?..a ___ D~!'lo.lJ ti oQ ... LCJ.e.n.ing_ of. Si.te _______ ----------1-------1------·· _108! 2b ...... Gr.agjng .. \:lor.k . . .... _lo.a.! _2e _ A. C. Pav i na;i__ ____________ , _______ ..... _____ , ____ -·· ...1.QJi.,_2_f_ Concre.te. Paving... ______ ··-----______ _ lOB. ?...9._ __ Irrigation .S..iu:W,.l..f.rJi _________ _ ..J_Ojl. 2h L~!l.Q..S_C_il,PL\:l.O~r...,:k,..._ _________ , ___ --------1-------· ·------ 1 OB. 2 i F enc i ng__---·-·------------l------t-------lf-----tllf 8 • ~L -P lJ1..Yl.{1;J.c!~..& ... Q _t; b ~-r_ Y gr <L..t !l1 p r.!lY.el!l.e n.t.s 1---------·1------i------·-J-9-~ ..:J_n _ _.!@_11ro_<)_d"~t1.P.J:.in~.n.e1.tn.~n_.....__, --1------' -f-------i ----- j_O_B..:....~ e Ex te rJ.o r Paver <:.,__----------1-------1-------t-------l OB. 5 e Misc. Metal -Sit"' ~y O s:-f Ok F 1 a a DO 1 es"-"'--'----'='-'-"'"'---_ ------- Toa. 13c Covered Hal ks & Aux. St ru ct s._.·---~-------1-------·----'T¢.lf:T5 a Ext. r·1 umbi n.9, to 51:_of ~8.1.Ji:.i.n·.,_ ____ 1 ___ :....-__ -+-------t------- ,...tQ.~.!J.M-Uti11ti~ to 5 1 of 8].g.9...._. _____ ., _____ -ie------1------ -------------------------1--------i------------'----1.-------+-,-,,---------------...... ---f-------1-------1-----· I w :-.: i..:-1 O::;;C~. 2::_:n~-J.....::O:..:.f..:.f_-.::.S..:.i..!:t.=.e.....:,.H~o~r.I~-----------1-------1------+-----· I.I. I-0:: t..i...-.o OVl~ ~l~l~-~l~a'--_,_G~e~n~e~r~a~l.....:..,.R~e~g~u~ir~e~m~e~o~t~s, _________ 1 _______ 1------~----·· GENERAL ~1~1~.l~b~--+-=I~n~5~u~r~a=nc.:.-"'-------------+-------1------------- SUBTOTAL ASSOClATEO COSTS TOTAL PROJECT COST WILLIAM BLUROCK & PARTNERS Page Three of Three '1 t· ' - - - 1. GEHERAL SE CTI ON 01000 SPECIAL CONDITIOHS 1.1 Sco~e of Work:_ The Contractor shall perform all work on, in, and about the bui <linh site located on the property, as indicated on the drawings. Said wnrk ftS indicated and as spe~ified in the Project Manual, includes all work indicated and/or specified in the Addenda, Bulletins or A1:1endments of said - drawings and specifications. Except as otherwise specifically stated in the Contract Documents, the Contractor shall provide and pay for all materials, labor, tools, equipment, transportation, superintendence, temporary construction of any nature, and all other services and facilities of every nature whatsoever necessary to execute, complete and deliver said work within the specified time. · 1.2 Cash Allov1ances: Include in Cash i\1101-,ances to· be.expended in accordance with 4.5 of the General Conditions and as specified in the appropriate sections of the Specifications. a. Cost of labor and materials· for receipt, installat·ion, administrative supervision, overhead and profit, bond and other costs relating to allowances shall be included in the construction contracts. Sale tax, if a.p p 1 i cab 1 e , s h a 11 be ad d e d to c a s h a l 1 O\·/ a n c e s . b • S h o u 1 d t h e co s t o f t h e s p e c i f i e d a 1 l 0\·1 a n c e be mo r e th a n t 11 e a l l o l'Ja n c e s u m the Owner will pay to the General Contractor, such diffe·rence but should t h e co s t b e l e s s t h a n t h e s p e c i f i e d a 11 011 a 11 c e s urn , t h e G en e r a 1 C o n t r a c t o r will credit the Owner with this difference. c. Inclu~e cash allowances for the following: 1. F i n i s h II a r d w a r e : $ 5 , 5 0 0 • 0 0 • Re f e r t o S e ct i o n II F i n i s h II a rd 1,, a re II f o r q u a l i t y , 1 o ca ti on a n d 1·1 o r k n o t i n c l u de d • 1.3 Information on !3ids: a. Base !3id: Includes all work shown on drawings and details and herein specified, but excluding work specified for ADDITIVE price bids. Hase Bid shall include: 1. Certain carpentry material and doors \·/ill be furnished by GAHAIIL LUM&ER CO., 501 E. Lincoln, Anaheim, California, 92805, Tel. (714) 772- &444. Price for same shall be included in Base Bid Price. Price shall include F.0.!3. charges, job site. Refer to t~e following section for the applicable components: (a) Section OGlOO -Rough Carpentry. ( b) Section 06200 -Finish Carpentry. ( C) Section 08200 -Hood Doors. 2. A 11 Contractors wi 11 be supplied the same price by GAHAHL LU11DER CO. b. Alternate !3ids: Self explanatory in Form of Proposal. 1.4 Special Regui~ements: a. Mechanical: Ten (10) working day prior to scheduled restaurant opening, all mechanical systems shall be One Hundred per cent comrleted and shall be inspected and approved by th~ Architect or his authorized 01000 - 1 - - - representative. Contractor shall jubmit four (4) copies of Air Balance Report five (5) working days prior to above ~pecified scheduled opening. In conformance with Article 9.4 of the General Condition and as amended in 9.4.1, Supplementary General Conditions, payment to General Contractor may be withhEld if it is indicated that this work will not be completed piror to the date scheduled for·restaurant opening. b. Fire .Resistance: W-here surface retardant treatm·ent is required, treat surfaces with clear intumescent coating, Flamort WC clear as manufactured by FLAMORT·CHEMICAL CO., San Francisco, California (415) 621-7825. Apply material, sufficient mil thickness, to achieve fire rating in strict accordance with manufacturer's instructions. c. Manufacturers Specification and Association Publications: Prior to commenc1ng work on this ~roject, provi<le one (1) copy of such data and instructions for use at job site. d. Inspection ("Insulation): l-lotify Architect 2 weeks prior to installing thermal insulation. Oo not apply wall finishes, panelling, trim, etc. until Architect or his authoriz~d rep·resentative has carefully inspected· and verified that proper insulation has been installed. 1.5 Color Schedule: Schedule. Colors, patterns and features shall conform to Color END OF SECTION . 01000 - 2 - - SECTION 01500 TEMPORARY FACILITIES 1. GEHERAL 1.1 Tem~orary Utility Services: All tem~orary electrical power and water and uti fty distrib~tion, is ~ part of this contract with no costs to be paid by the Owner. Install any temporary transmission lines required. 1.2 Tem~orary Office and Telephone: Provide on site, office space for use of Architect and Owner's Inspector, during construction time. Provide and pay for a flat rate business telephone in such office. 1.3 Tem~orary Toilet Facilities: Provide, install and maintain for duration of wor, temporary outside toilet facilities for us~ of workmen. Toilet facilities shall be constructed, maintained and SURplied as required for number of men on job and according to local regulations. 1.4 Storage Enclosures: Provide necessary sheds and enclosures for storing materials and equipment. 1.5 Safety ~equirements: Furnish all temporary scaffolding, construction ladders, runways, and the like, as required. Comply with all laws, ordinances, rules and regulatiosn governing construction and use of same. 1.6 Barricades: Furnish or construct any barricades, lights or other gaards about the work area that may be required by local ordinince ur public safety and necessity. 1.7 Project Sign: Provide one project sign at site, size, design, and lettering as shown on 01500-2 of this Section. Place no other signs or advertisements on the premises. Secure project sign to nominal 4 x 4 posts set 4 feet into ground. 1.8 Removal and Clean--up: Remove all temporary facilities from site as soon as progress of ~JOrk perrnits. Leave building broom clea-n and site. in a clean condition approved by Architect. 01500 - 1 4. • ·····-·----' -t _l \- .L C ti \L - - - 1. GEIIER/\L SECTI011 OJ:, ;U REHIFORCitlG_ SHEL 1.1 Related Work Spe~ified Elsewhere: a. Concrete. 1.2 Testing Laboratorv Services: Laboratory selection, payl'lent and reports in conformance with Supplementary General Conditions. Provide followina services: a.-Testing: Perform follm·1inf] tests in strict accordance ~1ith provisions of U.B.C. 26-1970. l. Reinforcing Bars: Stock identified by hdat number and accom~anied by mill analysis need not be tested. PerforM one tensile and one. bend test for each 2-1/2 tons of unidentified stock. 2. PRODUCTS 2.1 Materials: a. P.einforcinC'f nars: InterP1ediate Grade, ASTfl A615 Grade 40, except 1/4° rouna bars not deformed. b. Welde-d Steel Fabric: J\STt1 /\185. c. Accessories: Standard chairs and other accessories, galvanized. 3. EXECUT!Otl 3.1 Cleaning: Clean embedded metal or oils, rust, mill scale, and other encrustations or coatings which ~ight reduce ~bnd of concrete •. 3.2 aending and Strainhteninq: Do not bend or straighten in a manner injurious to material. Do not use bars \'litlJ kinks or hen<ls not shown on plans. Heatfng of reinforcement permitted only when entire operation approved by Architect. . . 3.3 Positioninq: Secure steel against displacement by uging annealed steel wf re of not less than 16 gauge. Use metal spreaders and spacers to secure proper bar spacing.· Wire stirrups accurately and securely to bars at both top and bottom. At slabs, footings and beaMs in contact with ea~th, use concrete blocks to hold reinforcement proper distance above earth. Use galvanized chairs and spacers at all exposed concrete. Wire together reinforcement in concrete at all points where bars cross. 3.4 S~lices: -Lap as detailed. In general, splice bars per CRSI 11 P.einforcing lar Spfices". Stagger splices in horizontal bars so that adjacent splices will be 4 1 ~0 11 apart. EtlD OF SEC'f IOtl 03200 M 1 - - - 1. GEllERAL SECTIOIJ 03300 CONCRETE 1.1 l~ela_ted Hork Specified Elsewhere: a. Reinforcing Steel. 1.2 Testing Laboratory Services: If required by local code, perform tests as herein specified. Prepare two cylinders from each day's pour and from each 100 cubic yards of structural concrete. Take cylinder samples in accordance with ASTM C31 and test in accordance Hith AST11 C39. Test one cylinder at 7 days and one at 28 days. l~efer to Supplementary Conditions for selection and payment of Testing Laboratory. 1.3 Data Submittals: Provide following data to Architect. a • Co n c re t e 1-1 i x Des i g n s : S u b mi t for a p pro v a 1 , I< ea d y ; ·l i x P 1 a n t de s i g n mi x for eacil concrete type to be used in the Project. Subnit admix1:ure type for approval. b. Ready-1-lix Designs: Deliver a certificate with each mixer truck, stating quantity of cement, water, fine aggregate, coarse a-ggregate an-d admixture· contained in load. c. Cement Test Reports: report. Provide ~ill test report or batch plant test d. Aggregate Test Report: Provide batch plant test report. e. Manufacturer's Data: Submit 2 copies of manufacturer's specifications with application and installation instructions for proprietary r:iaterials and items, including sealers and other material.as requested by the Architect. 2. PJWDUCTS 2 • 1 11a te r i ~ 1 s : a • P o rt 1 a n d C em e n t : A S TM C 15 o , Ty p e 1 o r Ty p e 2 • Do n o t. c h a n g e t; r a n d o f cement or source of aggregate during course of ~/Ork 1iithout prior \'lritten. approval of /\rclli tect.· b. A!rnregate: Comply 1:ti tll ASTi1 C-33. c. \Jater: Clean and free from deleterious amounts of acids, alkalis, salts or organtc materials. d. Admixtures: 1. Air Entraining: "Darex AEA" or approved equal. 2. \foterproofing: "Red Label Suconem 11 , SIKA CllEliICAL CORP. e. Other Admixtures: The follo1·Jing admixtures may be used Hith 11ritten approval of Structural Engineer. 1. l-1.ater Reducing: . "HRDA" or approved equal. COCO'S/REUBEN'S RESTAURANTS Carlsbad, California 03300 -1 -· - 2. Accelerating or Retarding: Shall conform to ASTM C4Y4. Provide "DQratard-17" or approved equal. f. Form Materials: "Standard" grade Douglas Fir conforming to ~ar. llB~c, l4CLA Grading Rules !lo. 16. SISIE and S4S as required. g. Curing and SE?aling_llaterials: 1. Exposed Concrete Slabs: "Horn Clec1r Seal l!:iU" as manufactured by · GRACE CONSTRUCTIO!l PRODUCTS • . 2. Other Concrete: (a) Liquid Curing Compound: AST!l C309, Type 1 no-n-staining, approved standard product resin type. Free of 1·1ax or oil, compatible 1·1ith subsequently applied finishes or coverings, deliv~red in unopened labeled containers. (b) Concrete Curing Paper: AStM Cl71, non-~ta}ning reinforced type. h. Abrasive Aggregate: Aluminum oxide (e~ery), alu~ina or carborundum grains. "Emerendum" by AllTI-HYDRO or "Durafax" by . GRACE co f·l s mu CT I or,i PRODUCTS. 2.2 Proportioning of Haterials: a. Concrete rlix: Concrete 1,iix shall be mn1r:iur.i 2000 p.s.i. 11itll 1-1/211 maximum size aggregate for footings and l" maximum size aggregate fqr all other concrete. ,~mount of 1·1ater per sack of cement -shal.l not exc_eed 7.50 gallons. Slump shall be 3" to 411 • b. Aggregate Proportions: Proportion amounts of fine and coarse ayyregate with respect to each other and to 1vater-cer:ient content so t!Jat concrete can be placed 1titilout segregation. Proportion concrete r,1ix so that volume of sand vlith respect to total aggregate measured separately shall not be 1 ess tilan 30 percent. · c. Admixture: 1. Air Entraining: u.ir entrainment. All concrf;!te except interior slabs, shall i1ave 5% 2. Haterproofing: Interior w a t e r p r.o o f i n g a d m i x t u re p e r admixtures shall be used. slab sack shall contain of ·cemen-t. one ilo (1) pint of air entraining 2.3 Transit f,fix Concrete: /\11 concrete slrall be transit-mix type, conforming to ASTM C94 and to the following require~ents. a. Measuring Devices: Equip transit mixers 1/ith autoriatic devices for recording number of revolutions of drum prior to completion of mixing, w~ter measuring device and an automatic time clock. b. Mixing and Delivery: Deliver to 1·1ork \'11th 1 gallon of \later per cubic yard withheld. Incorporate this 1·1ater in mix before concrete is discharged from mixer truck. Mix concrete for a period of not less than 15 minutes. /\t least 10 minutes ·of mixing shall be done at job site, immediately prior to discharging and whenever water is added. Do not use trans i t mi x e d con c re t e i f no t p l a cc d i n f i n a 1 po s i ti on v, i t Iii n 1-1 / 2 il o u rs a ft e r w a t e r i s f i rs t a d d e d t o b a t c h • fl o re t e mp e r i n g o f c o n c re t e \I i l 1 be allowed. 3. EXECUTIOH COCO'S-/REU13EH'S RESTAURANTS Carlsbad, California 03300 - 2 - - -- 3.1 Form Construction: Make forms true to line and grade, of exac·t dimensions as drawn, sufficiently tight to prevent leakage qf mortar, braced and tied to prevent any spreading and rigid enough to prevent sa~ging or displacement between supports. Do not use or install wood of any kind, either te~porary or permanent, inside forms except for nailing blocks, bucks or other inserts specified. Provide slabs and/or pads for mechanical and electrical e(JUipment. 3.2 Reinforcing Steel: Coordinate installation of reinforcing steel bars provided under Section 11 Reinforcing Steel 11 • Clean bars extending through construction joints of concrete while incrustations are soft. 3.3 Preearat,on for Concre~e Placing: ~emove foreign matter in forms, and r1g1<lly close ports and open111gs left 1n form 1-1ork. Clean embedded metal of old 1;iortar, oils, mill scale, and other incrustations or coatings that might reduce bond. Soak inside surface of forms with water before pouring. -Do not locate pipes in concrete except as detailed. Place metallic conduits in concrete slabs with a minimum cover of 2" a~ove and ~elow conduit. Locate accurately and secure in place all miscellaneous anchors, bolts, ties, do1·1els, plates, etc., before pouring. Clean ant! free fro1:1 any coating 11hich would reduce their bond. Place rebar above conduit in slabs on grade. 3.4 Placing Concrete: Handle concrete from mixer to p.lace of d~posit as rapidly as practicable, by methods 1-1hich \·!ill prevent separation or loss of ingredients. Do not deposit partially hardened concrete in forms. Carry out concrete placing as a continuous operation between predetermined construction joints. Work concrete thoroughly around reinforcement, embedded fixtures and into corners of forms during operation of placing and compact completely with suitable mechanical vibrators and by tapping form studs until concrete is thoroughly compacted and without voi.Js. 3 • 5 J o i n ts : Do not i n s ta 11 _ a n.y cons tr u c ti on j o i n ts no t i n d i cat e d o n d r a\'/ i n g s 1nthout prior approval of the Architect. Form and key all vertical construction joints. At exterior concrete paving, provide control joints at 15 feet maximum spacing. 3.6 Curing Formed Concre_te: Keep concrete, other: than-slabs, thoroughly moistened for lu Jays after placing. 3.7 Qrypack: Install drypack beneath all bearings of plates, columns and like structural members. Drypack mix shall be one part Portland cement to four parts sand with only enough \tater added to form a ball. Ram all drypack solidly in place. 3,8 Slab Finishing: Make finish surfaces level or sloped as detailed, with a maximum deviation of l/811 from a 10 ft. straight edge. Provide lt.l" diameter 11 dish11 at floor drains unless otherwise directed. a. !formal Slab Finish: Finish to a smooth dense surface, free of trowel mar-ks or other blemishes using, mechanical finisher and steel tro11el. For all interior concrete floor surfaces and concrete steps, unless otherwise indicated. b. Abrasive Finish: Where noted on plans, sprinkle abrasive aggregate uni for1:1i ly on unhardened smooth tro11el surface immediately prior to finishing at the rate of 2 lbs. per square yard. Work into surface during finishing. Rub lightly to expose aggregate 1-1hile concrete is green. c. Broom Finish: Li~ht or medium broom finish where noted on plans. 3.9 Slab Curing: Apply as soon as feasible after finishing operation~, without marring surfaces, and in any case on same day. Cure all slabs for 7 days minir.Jum. COCO'S/REUBEN'S RESTAURANTS Carlsbad, California 03300 - 3 - - - a. Sealing Exposed Concrete Slabs: Clean area to be sealed of all oil, grease, dirt or foreign matter. Spray apply tb concrete surfaces within apprDximately 1 to 2 hours after completion of finishing operations and/or immediately after disappearance of the 11 sileen 11 of surface moisture. Coat uniformly at the rate not to exceed 300 ~q.ft. per gallon. Do not leave a heavy surface film. Apply second coat after 1st coat has dried overnight. b. Slabs to Receive Tile and Other Applied S-urfacing: Cure by covering 1'/lth concrete curing paper. Lay pa·per \fltn as fe1·1 joints as possible, ]ap all joints ~t least 311 and seal. Paper shall be laid as soon after finishing as possible. Lightly sprinkler slabs until curing paper is in place. Leave paper in place for 7 days minimum. c. Other Slabs: cur, ng compound instructions. Cure by applied 3.10 Protection and Recoating: completely and uniformly sealing with a liquid in accordance with manufacturer's printed a. General: Protect finish surfaces fror.i mechanical injury, abrasion, sun, wind, stains, rain, and water. COCO'S/REUBEN'S RESTAURANTS Carlsbad, California mo OF SECTIOiJ 03300 - 4 - - - 1. GENERAL SECTION 04220 MASONRY 1.1 Sample Masonry Work: Construct ·a masonry 1-1all section approximately four square feet, including a corner. Obtain approval of such masonry before proceeding ·with the work. Should masonry section not be approved by Architect, Contractor shall remove and rebuild it to approval. Such apptoved section shall serve as a standard with which all subsequent masonry work shall favorably conform. 1.2 Testing Laboratory Services: If required by local codes, perform tests as specified below. Refer to General and Supplementary Conditions for selection and payment of testing laboratory. a. Mortar: Take minimum of one set of cylinders on each of first three days of masonry work and thereafter at least one set on each 5,000 square feet of wall area placed. b. Grout: 2. PRODUCTS 2.1 !-laterials: Make same number of tests as specified for mortar. a. Concrete Unit Masonry: Size: 8" x 6" x 16". 1. Smooth Hollow Units: Provide units complying 1-1ith 1\ST!1 C90, Grade "N" .. For back-up unexposed walls and partitions and where noted, etc. 2. Slumped Block: Standard units and slumped one side. b. Cement: For mortar and grout: Type I or Type II ·Portland cement conforming to ASTM Specification C-150. c. Sand: Sand for mortar shall conform to ASTM Cl44, except that not less tnan 3 percent of sand shall pass f/100 sieve. Sand for grout shall conform to ASTM C404. g. Pea Gravel: Conformind to /~Sm C-33. Size Range Ho. 8 to 3/8". e. Lime Putty: Make from hydrated lime conforming to ASTM C-207. f. Admixture: SIKA CHEMICAL "Red Label Suconem". g. Hater: Taken from a potable source. h. Masonry Fill Insulation: Freeflowing granular insulation material. Provide W.R. GRACE CO. "Zonolite" or "Perlite", a product of a member of the Perlite Institute. 2.2 Moitar and Grout: a. Proportions: Proportions as not-ed on dravti'ngs. Measurements based on dry loose volume. Add admixture in accordance with manufacturer's instructions. b. Mixing: Accurately measure materials for mortar and grout in suitable calibrated devices. Shovel measuremants or fractional sack batches not acceptable. Place sand, cement and water, in that order, in mixer and COCO'S/REUBEN'S RESTAURANTS Carlsbad, California 04220 -1 - - - mix for at least two minutes. For mo-rtar, add lime and continue mixing for at least 10 more minutes ~r as much longer as required to secure a uniform mass. Provide grout sufficiently fluid to insure filling core b~t not so thin as to permit segregation during pouring. Retemper mortar only by adding water into a basin made with mortar. Work mortar carefully in. Remove from work any mortaf or grout which.is ~nused within one hour after initial mixing. Mortar wash over slumpstone shall be 50¼ cement and 50% sand. ·2.3 Simulated Brick Mortar and Grout: manufacturer. Pro~ortions as recommended by "soap" 3. EXECUTION 3.1 General: 3.2 3.3 a. Back-up Block: Faces of masonry units shall be all in one plane. Make horizontal and vertical mortar joints 3/8" thick; Carry courses up at same level at wall intersections and corners, or slope back. flo toothed joints permitted. Tops of walls not covered shall ~e filled with grout and trowelled smooth. Lay masonry surface dry. Grout all cells containing reinforcing. Vertical cells shall have vertical alignment, to maintain continuous unobstructured vertical cell area of 3" x 3". Grout shall be sufficiently fluid to ensure complete filling of all sections of units, but not so thin as to allo1-1 segregation of aggregate. In 110 case shall grout contain more than 7-1/2 gallons of 1-,ater per sack of cement. Limit grout pours to 16" height or provide concealed cleanouts. l-1aximum grout pour shall be 8 feet in height. When grouting is stopped for a period of one hour or longer, horizontal construction joints sh~ll be formed by stopping the grout one and one-half inches-minjmum below top of uppermost unit. b. Slump Block: Lay units in running bond. Faces of units shall be all in one plane. l1ake horizontal and vertical joints 1/2" thick. Mortar \/ash: Joints sacked. Over entire exposed masonry work apply mortar to ~asonry surface and broomed to an uneven texture leaving variations of ~11 uneven texture but rather smooth. Carry block courses up at the same level at wall intersections and cor~ers, or slope back. No toothed joints p e rm it t e d • Ke e p c o re s p a c e fr e e o f mo rt a r d r o,p p i n g s a n d o t h e r d e b r i s • Cut units with masonry saw. Tops of 1-1alls, piers, and the like not covered shall be filled with grout and troweled smooth. Use slumped one side units where units receive additional applied construction or finish as indicated. Grouting: Stir grout before pouring to avoid segregation. Puddle rnmediately after pouring. Grout shall be sufficiently fluid to ensure complete filling of all sections requiring grout. In no case shall the grout contain ~ore than 7-1/2 gallons of ·water per sack of cement used. No gruut to remain unused for more than one tour. Top surfaces of masonry and reinforcing steel above pour shall be kept free of grout. Solid grout only those cells containing reinforcing masonry fill. Reinforcing: Bars shall be straight unless hooks or bends are shown. Lap as shown. Hold firmly in place by mean-s of frames or other suitable devices. Place steel to ensure minimum gro~t cover of 1/2". Take care to prevent mavement or jarring of reinforcing while placing masonry. 3.4 Inserts: Place inserts in masonry as necessary for work of other trades. Groot solidly in place with not less than l" of grout surrounding inserts. 3.5 Fill Insulation: filled with grout. Fill all cells of exterior masonry walls that are not · COCO'S/REUBEN'S RESTAURA~TS Carlsbad, California 04220 - 2 • - - 3.6 Protection: Protect all walls, piers, sills, ledges, off-sets and other materials from droppings of mortar during constr~ction. Protect tops of unfinished masonry from rain by using water-repellent covering such as roofing felt or tar paper. Attach no construction supports to masonty work except as approved by Architect • 3.7 Cleanup: Clean off all efflor~scence. just prior to project completion. COCO'S/REUBEN'S RESTA~RANTS Carlsbad, California END Of SECTION 04220 - 3 - - -· 1. GEl·IERJ\L SECT!Of4 05500 MIS CH LA-I~ EOU S MET AL 1.1 Shop Dral'lings:· Submit in accordance 1·/ith Gener{ll Conditions. 2. PRODUCTS 2.1 Materials: a. Structural Steel: ASTM A36. b. Pipe Co1L1mns: AS TM A 5 3 G r a d e A u n 1 e s s o t It e n, i s e n o t e d o n d raw i n g s • c. Paint: Red lead primer, Fed. Spec. TT-P-86C, Type 2. d. 11 i s c e 11 an e o us Met a 1 Work : The extent o-f mi s c e 11 an e o us met a l work i s shown on dra\'lings and includes items fabricated from iron and steel shapes, plate·s, bars, strips, tubes, pipes and castings \'1hich are not a part of other metal systems in other sections of these specifications. Provide mniscellaneous metal work as indicated; inc_luding the _fo1lo11ing: 1. lG Inch Metal Ladders: Complying vlith 1·iith OSH/\. Provide i\LIIAl·ll3R/\ F O U l lD RY # A-3 8 8 5 g a l v a n ·j z e d l a d d e r c o rn p l e t e 1·1 i t h b r a c k e t s fo r mo u n t in g • (a) Stock Ladder: ALllAM!3RA FOUiHJRIES (213) 283-1276, !1odel fl388S, length as required, complete. or (b) Fabricated Ladder. (1) Stringers: bar. 2 11 x 5/811 x 1/411 steel channel or 2" x 3/011 steel (2) Rungs: 3/4 inch round steel rungs at l2 11 o.c. maximum 1·1ith top rung vti thin 12 i'nches of access door ¢or. lratclll,i and bo~tor:1 rung not to exceed 1811 from floor line. (3.) Mounting Devices: llecess·ary \·tall bradets \'/ith 1nounting clips. Spacing of mounting devices not to exceed lU foot 011 centers. Length to permit 7 inch clearance bet11een ladder rungs and any permanent object behind it. 2. Thresholds: Galvanized steel channel (inverted) complete 1·1ith galvanized F.H. machine screv, and thr.ead concrete insert. 3 • H-a n d r a i1 i n g : · G a 1 v a n i z e d s t e e 1 p i p e • ,'\ 11 v1 e 1 de d co n s t r u c t i o 11 • 4. Wrought Iron Gate. 2.2 Fabrication: a. General: Fabricate and erect struct~ral steel in accordance with drawings and specif,ications and latest edition of "specificatons for Design Fabrication and Erection of Structural Steel fer Buildings" of American Institute of Steel Consttuctiort. COCO'S/REUBEN'S RESTAURANTS Carlsbad, California 05500 -1 - - b. Channel Threshold: Grout concrete insert so that back of inverted channel is installed flush with finish floor s'urfaces. C0C0 1 S/REUBEN 1 S RESTAURANTS Carlsbad, California END OF SECTION 05500 - 3 - - - b. Work of Other Trades: Perform all cutting, punching, drilling and tapping required for connecting 1·1ork of other -trades to structural steel. Obtain necessary data and indicated on shop and erection dra1·1ings. c. Field Measurement: Before commen·cing 1vork or proceeding with shop and erection drawings, verify field conditions. Be responsible for accuracy and execution of structural steel work to meet work in place. d. Tolerances: Conform to tolerances for materials, fabrication and erection as given in "Code of Standard Practice11 , /\1nerican Institute of Steel Construction, latest edition. e. Cleanin~ and Straightenin[: Clean a11 materials of scale and rust beforeabr1cation and straighten by methods that will not 1nJure metal. After working members, restraighten as required before assembly. After erection steel work shall be free from twist, bends, buckles or open joints. f. l~elding: 1. General: Conform structural welding to American Welding·soci~ty 11 Standard Code for Arc and Gas Welding in Building Construction 11 , latest edition. Use welding operators properly trained in arc welding and cap~ble of uniform, reliable butt and fillet welds. 2. Preparati6n: Clean surfaces to be welded of paint, grease, loose scale and foreign matter. Clean each pass of 11elding before depositing additional metal. 3. Procedures: Maintain component parts straight and in good contact. Provide welding machines with suitable devices to regulate speed and control current output. Ensure adequate amperage to overcome line drop and give adequate welding heat. Cut out and replace defective welds or unsatisfactory work or parts. 4. !folding Reinforcing Bars and Connections. Conform to Ar1S l) 12.1 11 Recornmended Practices for 1-Jelding Reinforic·n!J Steel, Metal Inserts a n d Co n n e ct i o n s i n R e i n fo r c e d Co n c re t e Co n s t r u c t i o.n 11 • g. Painting: 1. General: Paint all steel not to be encased in concrete or not galvanized. Clean surfaces ·of mill scale, grease, di.rt and foreign matter. Paint steel parts not in contact but· inaccessible·for painting after erection with two shop coats of paint. Use particular care on surfaces to remain exposed. 2. Application: Apply paint by hand brush or spray, thoroughly 1-,orked into joints, angles and open spaces. Allow to thoroughly dry and harden before materials are delivered to site. Use same specified paint for shop and field painting. 3. EXECUTION· 3.1 Fa~tening to In-Place Construction: Provide anchorage devices and fasteners where necessary for seturing miscellaneous metal items to in-place construction; including threaded fasteners for concrete and masonry inserts, toggle bolts, through-bolts, lag bolts, wood screws and other connectors as rHquired. a. Ladder: Install _in a manner to provide clearance of at least 15 inches each side from centerline _of ladder and 30 inches on the climbing side. COC0 1 S/REUBEN 1 S RESTAURANTS Carlsbad, California 05500 - 2 e - - c. Openings: Frame for hatches, vents, and other openings as requi-red. d. Plywood Roof Sheathing: Install continuous blocking joints. Thickness and nailing shall be as indicated on standard length nails or equivalent plywood nails. at a 1 l p l y\v o o d d.r aw i n g s • Us e 3.15 Hollow Metal Frames: Securely anchor frame to floor using base anchors supplied with frame and a minimum of three anchors per jamb as required by the adjoining wall construction. Install frames plur:1b and in true alignment with bracing to insure maintaining this alignment during wall construction. COCO'S/REUBEN'S RESTAURANTS Carlsbad, California END OF SECTIOII 06100 - 4 - - - 1. GE!lERAL SECTION 06100 ROUGH CARPEHTRY 1.1 Lumber Standards and !larking: Conform to "Standard Grading and Dressing Rules No. 16" of West Coast Lumber Inspection Bureau for Lumber, and to Product Standard PS-1-66 for Ply1·10od, Each piece must bear grade mark of appropriate agency, except exposed 1 umber shal i bear no markings 11hi ch wi 11 be visible after installation. 1.2 Moisture Content: Lumber shall be air dried at the mill for 90 days minimufu, deliYerfrd to the site in dry weather, and stacked on site with spacers and weathertight covering, to achieve as 101:1 a natural moisture content as possible. 1.3 Surfacing: 2. PRODUCTS 2.1 Lumber: Provide all lumber S4S, unless otherwise "indicated. a. Concealed Framinq Lumber: Douglas Fir, ilurnber 1 grade, except studs, blocking and stripping may be "STUD" grade. b, Truss Joists: As manufactured by TRUS JOIST CORP., or approved equal. fop and bottom chord members s ha 11 be of sizes and o·f stress grade l umbe-r as noted. 1. Flange Members: Kiln dried to an average moisture content of 15~ but not more than 19¼. 2. Heb Members: Cold rolled steel, rn1111rnurn yield strength.of <l5,uUU psi, ultimate strengths of 55,000 psi. c. Preservative Treated Lumber: Pl~tes, grounds or other nemiJers in contact 1·1ith concrete or masonry slab, l"thich is in direct contact \1itil earth, of ground surface; rough bucks at refrigerator space door; and sills which rest on concrete or masonry foundations, shall be 11 Co n s tr u ct i o n 11 e a rt II g r a d e Re d 1,, o o d ; o r Do u g l a s F i r p re s .e r v a t i v e t re a t e d with "Wolman Salts", American Wood Preserver 1 s Association specification 6 1-b • Ea c h p i e c e o f t re a t e d l um b e r s h a 1 l b e a r a ma r k i de n t i f y i n g t h e preservative treatment. e. Material Included in Gana,hl 1 s Price: · Refer to Special Conditions. General Contractor shall include in !:.lase Bid rougil carpentry material as specified in paragraph 1 to 6 inclusive below for certain material. Other material as specified in Sections 06200 Finish Carpentry & Millwork and in Section 08200 -Wood Doors, shall also be included in the Base Bid. 1. Fir Plywood Sidjng: 5/8 inch thick SI!-1PSO!{ Custom 11 Ruf-Sa1·rn 11 Fir plywood 1vith epoxy plastic fillers. Shiplap edges 1·tith channel grooves 8 inches o.c. 2. Exterior Columns (solid), mullions and jambs (window), entrance frame (door), and gate (stiles): Selected for appearance. Provide #1 Douglas Fir, rough or resa\'111 except S4S where indicated. 3. Sills (Exterior windows), stops: indicated. COCO'S/REUBEN'S RESTAURANTS· Carlsbad, California Clear D.F., resawn except S4S where 06100 - 1 - - - 4. Trim (fascia, soffit), columns, boxed; head (ext~rior windows), gate cap: Western Red Cedar, select, tight knQts, F.G., rough, uniform width and thickness. 5. Plates (Window): Redwood, construction heart. 6. Gate Hardware: All hard1·1are exc.ept padlock 1•1ork includes hinges, bolt and catch. · 2.2 Plywood: a. Structural: Standard grade exterior glue. b. Other Plywood (Unless Otherwise NoteJ): C-C Plugged Ext. Group 2. 2.3 Hollow Metal Door and Frame: Hollow metal door and framing members conforming io Commercial Standard CS242-62 or CS211-57 as manufactured by a qualified member of the Steel Door Institute. a. Frame: 16 gauge galvanized steel. Hinge and strike jambs jointed to he~der by means of con~ealed interlocking tabs to form a secure and nea~ mitered corner. b. Door: Flush type fabricateJ of 16 gauge galvanized steel. Core material of Asbestos !Joard material. Provide /UH/ELD Series 300 or approved equal. Door shall be mortised and adequately reinforced for all hard1·1are. Provide door 1·1ith top cap. Door bonderized and 11ith one coat of baked-on primer. 2.4 Rougll Hard1vare: Provide rough hardivare, nails, bolts and the like required fo r t il e w o r k • I t e ms e x p o s e d to 1·1 e a t h e r , e x c e p t s i d i n g n a i l s , s h a l l b e h o t - dip galvanized. Provide aluminum siding nails. 2.5 Waterproof Building Paper: 3. EHC.UTIOil l5fl asphalt saturated felt. 3.1 General: Use only sound, thoroughly seasoned inaterials of tile longest p r act i ca 1 1 e·n gt h s and s i z es to mi n i mi z e j o i n ti II g • Us e n ate r i a 1 s free from Narp which cannot be easily corrected by ancll.oring and attachment. Sort out and discard warped material and material 1vith other defects which would impair the qui;l.li'ty of the work. 81 -011 minimum lengths shall be used in .exposed areas. Securely attach carpe-ntry v10rk to substratyrn by anc)1oring and fastening as shown and as required by recognized standards. Countersink nail heads on exposed carpentry work and fill noles. Set carpentry work accurately to required levels and lines, with members plumb and true and accurately cut and fitted. 3.2 Cutting: Do all cutting of wood members required for work of other trades. Obtain approval of Architect prior to cutting structural meMbers. 3 • 3 Ha i l i n g : Re f e r to d e t a i l s a n d ta b l e s o n d r a 1-d n g s fo r s p e c if i c n a i l i n g requirements. In absence of specific instructions, use 16d nails for framing 2 inch thick material, 8d for 1 inch thick material. Drill nail holes slightly smaller than nails used w~ere splitting occurs. Replace split or oth.er1~ise damaged structural or finish members. Use common 1·1.i re nails, except use "casing" and/or "finish" nails in roOgh sawn wood used as finish in Interior. 3.4 Bolting: Provide and install all bolts extending through one or more 1·10od members. !Jrill bolt holes l/1611 larger than bolt dimater, with members held in plfrce true to line. Ensure full erigagement of nut, but projection of bolt b~yond nut not to exceed one bolt diameter. Tighten bolts when installed and again immediately before ~oncealing with further construction, GOC0 1 S/REUBEN 1S RESTAURANTS Car 1 s bad , Ca 1 i f o rn i a 0.6100 -2 - - - or upon completion of work. Refer to drawings for sizes of washers bearing on wo6d. All ledger bolts to masonry walls shall have steei plate or malleable iron washers. 3.5 Lag Screws: Lubricate -with soap or similar material. Turn into place without driving. Ensure penetration into lagged member of 60 percent of screw length. Le-ad holes for shank same dianeter and depth as shank. Lead holes for threaded' portion shall match root diamter and be of equal length to threaded portion. See Hational Design Specs. if700-H-1. Provide washers of .same sizes as specified for bolts. 3.6 Wo-0d and Earth Separation: No wood other than that specified in 2.1 d,, shall be nearer than 6 inches to any earth unless separated by concrete at least 3 inches in thickness with an impervious membrane installed between the earth and concrete. 3.7 Joists: detailed. indicated. Lay joists with crowning edge up, with full end bearing as Provide solid blocking 2" thick at all bearings unless othentise 3,8 Wood Studs: All studs full length, double at openings and triple at 3.9 corners. Frame walls with single plate at bottom and double plate at top. Lap double plates at corners and intersections and minimum 4'-0" at splices. Shim sill plates to grade vlith nuts tightened and drypack space under sill CQmpletely uith stiff grout unless plates are set on a troweled surface. Bridginf and 13racinr l3lock stud wall spaces and.furring solid 1/ith 2" materia at top, mi-height and bottom. Provide fire stops in accort.!ance 1·1ith U.13.C. Cut-in blocks 11i1erever necessary for bracing or i.Jacking for a pp 1 i e d f i n i s h or f i x tu res • C u t-i n 2 11 so l i d b l o c k i n g b et 1-1 e en s tu d s a t a 11 ho r i z on ta l j o i n ts i n non -s tr u ct u r a 1 p 1 y wood 1-ia 11 s he a th i n g • I n s ta l l 2 11 x 3 " bridging at 8 1 -U 11 maximum at floor or roof joists over 3" in deptl1. Drive up and nail bottom ends of bridging after floor or roof sheathing is installed. Approved metal cross bridging may be used in lieu of 2" x 311 bridging. 3.10 l3ui1t-up Bear~s: Nail together built-up meMbers 10 11 or. less in depth with 16d nails at 12 11 o.c. staggered along top and botto1:1 edges •. Bolt together built-up members over 10" in depth with 1/4" diameter bolts at 2 1 -U" o.c. s ta g 9 e r e d a l o n g to p a n d b o t to m e d g es • U s e ma 1 l e ab l e i r o n 1-1 a s h e r s u n d e r h e a d and nut for all exposed bolts. 3.11 Backin~: Provide wood backing indicated or required to receive plumbing and/ore ectrical fixtures and equipment, cabinets, door _stop plates pnd other fixed equipment. 3.12 .Exterior Sidin~, Fascia and Trim: Back-priming shall erection. Insta 1 siding over waterproof building paper, fashion. Countersink siding nail~. be done before lapped shingle 3.13 Rough Lumber Finishing: Round outside corners of beams to approximately 1 / 4 11 r a d i u s w i th h .e av y t e x t u re r a s p f i l e • 3.14 Roof and Ceiling Framing: ~. Truss Joists: Place in position shown with all anchor plates and/or bearing clips bearing fully on the supports. Trusse-s shall be plumb and chords held in a straight line from the time they are set in place until sheathing is applied. Provide temporary bracing to maintain · alignment and to prevent lateral movement. b. Suspended Furring: · See Form o~ Proposal. Provide size and spacing shown, including hangers and attachment devices. Shim and level to a tolerance of l/811 in 10 1 -011 • • COC0 1 S/REU13EN 1S RESTA~RANTS Carlsbad, California 06100 - 3 - - SECTION 06200 FINISH CARPENTRY AND MILLWORK 1. GEllERAL 1.1 Standards: Conform to IHC, Wood1·1ork Institute of California for Millwork; Casework and Countertops. No grade markings shall be visible on exposed millwork, casework or countertops after installation. 1.2 Preservative-Treate~ Lumber: Comply with American Wood Preserver1 s Assocation Specificatio~ P5-65 and Cl-65. 1.3 Moisture Content: Finish lumber shall be driad to a maximum content of 12% maximum moisture content. 2. PRODUCT 2.1 Material Included in Ganahl Price~ Refer to Section "Special Conditions". General Contractor sh~ll include in the Base Bid, finish carpentry and mil1work items "a" through "h" inclusive as specified belol'I. a. Frames (Door and Window); Sill (Shutter Wall); Basement Stair Treads and Risers; Storage Cabinet Trim and Ledgers; Ceiling Battens; and Stops: Clear Douglas Fir, rough .or saw-textured surface except in locations specifically noted. b • Inter i or i·l i 11 work and Tri m: 1. Beams (Solid or boxed); Western Red Cedar, Rough, widths and thicknesses. columns (boxed); Trim (Ceiling & Wall): F.G. selected for tight knots, uniform 2. Columns (Solid): #1 Dougl~s Fir, selected for appearance, Provide rough or saw-textured, except S4S where indicated.· · c~ Plywood Paneliog (Siding): Same as exterior siding as specified in Section 06100 -Rough Carpentry. Select panels for blend, grain pattern and for minimum patches. d. Exterior Millwork: 1. Handrails: Vertical grain, D.~. e. Chalkboards: 1. Board Material: A-1 SCHOOL EQUIPMENT, 2 ply construction. Color as per Color Schedule. 2. Chalkrail: Oak "Premium" grade, 3/4ri x 2-1/2" chalkrail. f. Laminated Plastic Tops ¢and sp1ash14; Construct in conformance 11ith Woodwork In~titute of California standards, Section 16, "Custom Grade". Each laminated plastic top shall bear the W.I.C. Certified Compliance Grade Stamp indicating the grade. specified. Provide 1-1/411 flat self edge at leading. edge and finished ends, unless detailed otherwise. Provide laminate plastic telephone s-helf. Color and Pattern as per Color Schedule. g. Cabinetwork: Flush overlay design "Custom" grade materials and "Custom" grade fabrication in conformance 0ith Woodwork Institute of California standards, Section 14, for opaque and/or transparent finish. See finish COC0 1S/REUBEN 1S RESTAURANTS Carlsbad, California 06200 - 1 - - - schedule. Each unit of cabinetwork constructed in conformance with W.I.C. shall bear the W.I.C. Certified Compli~nce Grade Stamp indicating grade specified. Cabinet hardware for this work is furnished in Section "Finish Hardware". Provide lumber-core type doors where -doors are required. Band shelf edges with edge bands. h. Pullman Tops: Cultured marble or filled acrylic polymer top with integral lavatory(ies) with overflow(s). 1. Cultured Marble: . 2. Acrylic Polymer: ALCORA, "Beige Gold". CORIAN, "Dawn 13eige" • ·2.2 "Reeferboard 11 (See Finish Schedule): Minimum 3/3211 thick. REICHHOLD C!IEMICALS INC., "Structoglas", MARLITE "FRP", KAYCOR (Div. of Continental Oil Co.) "Durafor-m-K"·KEMLITE CORP. ''Glasbord-S" or \LR. GRACE ''Unerboard". 2.3 11 Reef~fboard11 Trim: TRIMEDGE satih a~odized ~l~minum corners (A-602-S and A-603-S), coves (A-108-S), dividers (A-601-S) and ·~aps (A-604-5); model numbers applicable to 3/32" thick \•1all panels as specified above. Zonolite "Linerboard" as approved for 11 Referb.oard 11 , Source: A.L. Greenllaur1, City of Industry, Phone (213) 968-0511. 3. EXECUTIOll 3.1 General Workmanshi~: 8 foot minimum lengths shall be used in exposed areas. Use concea ed fast~ning wherever practicable. Exposed surfaces shall be free from tool marks or simi'lar blemishes. Miter all exterior angles. Cope interior angles of molded parts. All colors of adj0ining interior wo-0d finish shall lie selected to match and ·harmonize. Provide a neat, tight joint where work specified in this Section adjoins· other work. 3.2 Installation of Hood Doors: Install all doors. Refer to Door Schedule for location of doors receiving either transparent paint finishes. Hote: Doors to receive transparent finish occur in Public Areas unless otherwise indicated. Prepare doors for hardware as required and install doors with hardware properly adjusted. · 30 3 Installation of Finish Hard\'tare: Install finish hard1·1are for all doors and cabinet work. Properly index and file all keys as directed. Apply hardware in accordance with ma~ufacturer's instructions, fit accordingly and apply securely and adjust carefully. Use care not to injure work when applying hardware. Set thresholds in mastic. 3.4 Wood Paneling and Trim: Use longest praciical lengths. Install with finish nails., set slightly below surface. Stagger end joints of pane~ing. 3.5 Wood Qoor Frames: House heads into jambs 1/211 • Set joints of exterior frames in waterproof glue. 3.6 Rough Lumber Finishing: All rough wood except above door frame height shall have ~urface lightly sanded and edges eased slightly. 3.7 Installation of Cabinetwork: Securely anchor cabinetwork to wall with lag screws, large wood screws or drivings applied through cabinet frame or cleats tq wood blocking in wall or wood studs, at m?ximum spaci~g of 32" on center. Furnish .fillers, closures, trim and the like as required for .a complete installation. Completed cabinetwork shall be free of nicks, scratches or other defects. Install shelves, and tops le~el •. Securely anchor tops to casework. COCO'S/REUBEN'S RESTAURANTS Carlsbad, California END OF SECTION 06200 -2 - - ·- SEC TI O '.·I O 7 110 ME rrn Rl\11 E \·/J\ TERP RJ)O FI ilG 1.. GEllERi\L 1. 1 S c o p e : I.Jo r k i n c l u d e s b u i lt-u [) men u r a n e II a t e r p r o o f i n g s y s t e 1.1 to e a r t il s i ti e · of all building 11alls retaining earth. 1.2 Product Handling: Ueliver manufact~rer 1 s 1abels. 2. P. RO DUCTS 2 • 1 B 11 il · t -u [) 11 e r.1 b r a n e l·/ r1 t e r Y r o o f i n g : by Tll E F [ rnn~o1E COl1PAt-1 • materials in original packages bearing Asphalt e~ulsion systen as manufactu~ed a. Primer: #710-01 asphalt primer. b. Coating: #700-03 emulsion coating. c. Glass Cloth: "Yellow Jacket". 2.2 Protection !3oard: Asbestos-ce,~ent board. 3. · EXECUTIOI~ 3 • 1 I 11 s ta 11 a t i on : I n s ta 11 Ha t e r p r o o f i n g sys t e r.1 i n s tr i c t a cc o rd a n c e I ti t iJ manufacturer's recommendations for 11 to 20 feet of hydrostatic head. wat~r- proofing shall extend down exterior walls-and shall include top and face of footi~g with no "Lreak" in asse~bly. 3 • 2 P r o t e c t i o n P a n e 1 : A f t e r me m b r a n e \'I a t c r p r o o f i n g i n s t a 11 a t i o n i s t h o r o u g 11 y ~tee ti ve board to protect -buil t-u.p me1.:1brane syster:i fron damage from backfilling operation. • END OF SECTIOll ... 07110 -1. - - - 1. GENERAL SECTION 07210 BUILDING INSULATION .1.1 Scope: Furni5h and install all materials, equipment and labor to provide i1erein, thermal and sounds insulation as sho1vn on dra1vings and as specified complete. a. Related Work Specified Elsewhere: 1. Masonry Fill Insulation. 1.2 Standards: Roll or batt building insulation material slta11 conform to Fed. Spec .• Hll-l-.521E, Type II. 1.3 Certification: Submit certificate on Installer's letterhead certifying that specified thicknesses (11 R11 Value] and types ·of material -are to be installed. 2. PRO DUCTS 2.1 Thermal Insulation: a. Roll or Batt: Fiber glass formed into a uniform mat of definite thermal resistance and controlled density as manufactured by JOIEIS-l1J\IIVILLE or O~ENS-CORHING, or approved equal. 1. Roof Trusses, Rafters, Eaves, Mechanical Hell \-/alls: Thermal re.sistance or 11 R11 value of 22, G-1/2 11 minimum thickness. b • R i i <l I n s u 1 a ti on ( Furred S ace , Ext er i o r \~ a l l s ) : CELOTEX "TF-400" genera purpose 1nsu at1on, 1-1/ inch thick, R-11". c. Accessories: 1. Sag Wires: 18 gau ge steel or "Lightening Rods 11 • 2. Surface Fasteners (on masonry or concrete): STIC-KLIP llFG. CO. ,Type 11 13 11 11 Stick-klips with adhesive and insulation nolding plates. 3. Adhesive: MACCO 11 LN 601" liquid nails._ 2.2 Sound Insulation: 0\-/EllS-CORIHllG fiberglas noise barrier batt insulation or GUSfIN BACOH GB, 2-1/2 inch thickness. Provide either friction fit ot type requiring fastening. 2.3 Underfloor Insulation: · 4 11 urethane foam. 3. EXECUTIOll 3.1 Thermal Insulation: Install in strict accordance 1-lith manufacturer's instructions. Cut insulation to fit all angles, corners, irregular spaces. a • .Roll or Batt: Butt tightly· together at joints. Install tight by pushing into place between framing. Install with 111 minimum air space between roof deck(s) and insulation. In~tall sag wires at 16 11 o.c. where structure member spacing is over 16 11 on centers. cOC0 1 S/REUBEN 1 S RESTAURANTS Carlsbad, California 07210 -1 - - b. Rigid Board: Install board vertically with moderate contact between furring members bearing directly on field of masonry walls. Avoid horizontal joints unless joints bear on horizontal furring members. Laminate to field of wall with recommende~ adhe~ives {MACCO LN 601 Liquid nails or equal). 3.2 Sound Insulation (Fastened Type): Securely fasten sound insulation to studs ~iitil pronged or spindle anchors and washers, clips, zinc coated 1vire or other approved device. Install in partitions as sho1·111 and securely fasten to stu~s. Make insulation continuous at corners and overlaps. Fit tightly against adjoining insulation and frames. Extend insulation fro~ f1-0or to ceilig or above as indicated. Avoid gaps or bulges; repair breaks or tears fn paper faci~g. 3.3 Underfloor Insulation: Under freezer locations, install the following: a • S u b f 1 o o r Hern b r a 11 e : A p p l y a s p 11 a 1 t e mu l s i o n to c l e a 11 s mo o t h c o n c r e·t e subfloor. Cover with foil coated Kraft waterproof raper comply 11i:t1J AST11 EYG, extending under Freezer wall locati·ons as indicated, joints lapped 611 minimum. b • Fl o o r I n s u la t i o n : par1els, lapped. COCO'S/REUBEN'S RESTAURANTS Carlsbad, California P 1 a c e 4 11 th i ·c k fl o o r i n s u l a t i o n us i 11 g 2 " t h i c k , · mo OF SECTIOll 07210 -2 - - - 1. GEHERAL SECT IOH 07300 ROOFING 1.1 Performance Requirement: It is required that the roofing and associated work be watertight and not deteriorate excessively or at rates more rapid than indicated by manufacturer's published literature. Any failure of the work to comply with these requirements. will be considered a failure of materials and workmanship under the guar~ntee. It is intended that the whole system of roofing and associated work, under normal conditions ~nd with normal maintenance, will perform without failure, including any necessity for excessive maintenance, for 20 years after the time of final acceptance. · 1.2 Responsibility: Undivided responsibility of this Contractor includes the coordination of roofing .work with Mechanical and Electrical trades., Penetration through roofing materials by the Mechanical and Electrical Contractors shall be weathertight and their in.stallation shall be approved by this Contractor. Five (5) working days prior to scheduled res~aurant opening, this Contractor shall re-inspect the roof penetrations throug11 roofing materials made ,by Mecl1an1cal and Electrical Contractor's 1vork. Correct deficient penetrations to make roof weathertight. Roofing Co n t r a ct o r s h a 11 c e rt i f y t h a t r o o f w i 1 l com p l y 1v i t h p e r fo rm a n c e re q u i re in e n t s specified above. 1.3 Product Handling: Deliver manufacturer's labels. materials in original packages bearing 1.4 Guarantee: Before work will be accepted, Contractor shall deliver into h~nds of Owner a written guarantee for two years stating following: a. That roofing including a11 metal and built-up flashin.gs, counterflasilings expansioQ joints, waterproofing membrane will be maintained watertight. b. That any defective materials and/or workmanship whicn may become evident within two year guarantee period will be replaced 1·lith proper ne11 mate ri a 1 s. c. That roofing will lay smooth and even. d. That any. repair or replacements which may be necessary on account of any of above me.ntioned 1,2 or 3·causes, will be made immediately without cost to Owner. e. Any repairs or replacement of storm damaged furnishings and equipment due to defective roof materials and/or workmanship, will be made imm~diately without cost ~o Owner. f • G u a ra n tee s 11 a 1 1 b e d a t e d from d a t e o f a c c e p t a n c e o f w o r k by Own e r . . f. Guarantee shall be dated from date of acc~ptance of work by Owner. g. The guarantee shall be countersigned by the General Contractor, as joint guarantor. 2. PRODUCTS 2,1 Built-up Roofing: White elastomeric treated mineral colloid emulsion applie,d over built-up roofing, 0 to 1/211 per foot, 20 year bendable type. Provide Thermo Roof No. 4RH WO with TF-20 wall flashing as manufactured by THERMO MATERIALS INC,, San Diego, California, Phone (714) 272.:0061. COCO'S/REUBEN'S RESTAURANT Carlsbad, Ca 1 i fo.rni a 07300 - 1 - - - a. Over Wood Deck (4RN WD W/TF-20 as follows): Roofing Felts: One (1) 30#, and two (2) 15#. Low melt point asphalt. Thermo lap or plastic tjpe cement. Tin cap or 1/4" square head nails. Gravel: 3/8" x 1/4", clean dry. Built-up portion (abQVe) may be JM802 or Flintkote AAA-4-A as modified above. Reflective Coating Thermo compound 50 lb. sack. Thermo concentrate #101, a~mixture, Thermo Prep. Mineral Surface Roofing (Verticals) Therrnoglass sheets or Owens-Corning Class A #11 and mineral surface sheet or equal. 2.2 Cant Strips: 4" impregnated fiber strips. 2.3 Pitch Pockets and/or Pans: Unless otherwise detailed, provide 4 inch high standing leg of folded sheet metal (two thicknesses) and a 4 inch wide out- turned flange. 2.4 Mission Barrel T-ile: Provide 18" ·standard 11issiori til.e, fire flqshed, pans and tops to match as manufactured by SAH VALLE 11ISSI0f4 TILE, Los Angeles, California. 2.5 Darnpproof Coating: ·3. EXECUTIOH Hon-fibered mineral colloid asphalt e~ulsion. 3.1 Installation in General: Perform inspection of ba~e surfaces to feceive work of this section. Do not apply materials until all necessary corrections are made. Proceed with roofing and associated work only after curbs, blocking, nailer strips, vents, drains and o_ther projections througn the roof have been installed, and when the deck construction ·and framing of openings is completed. Roof deck shall be clean, dry, smooth and properly gradud to drains. Apply roofing in strict accordance witn manufacturer's ·printed instructions. a. Weather Conditions: Proceed with roofing and e x 1 s t 1 n g a n d fo re c a s t e d we a th e r c o n d i t i o n s w i 1 1 performed in accordance with manufacturer's established procedures and schedule. Proceed subcontractor is willing to guarantee the additional reservations or restrictions. associated work only wnen pe rrni t tlie Hork to , be recommendations, and the· only 1·1he n t11e roofing work as required, w1thout b. Protection: Protect other work from spillage of roofing materials, and prevent materials from entering and clogging drains and conductors. Replace or· restore other work which is soiled or othenJise damaged by the perfoi:mance of the roofing and associated work. c. Protection (Roofing): The roofing subcontractor shall advise the Contractor of required procedures for surveillance and protection of the ~ompleted roofing during th~ remainder of the construction period. At the time of final acceptance by the Owner, the roofing subcontractor shall inspect the roofing w-0rk and advise the Contractor (with copy to Owner) of any deterioration or damage found. 3.2 Built-Mp Roof Applicatiun: COCO'S/REUBEN'S RESTAURANT Carlsbad, California 07300 - 2 - - ·- a. General: Provide cants in angle of all intersections of roof deck and v e rt 1 c a l w a 11 s o r s u r fa c e·s s e t i n h Qt as p h a l t,,. I n s ta 11 a ti o n s h a 11 b e performed by applicator approved by materials manufacturer. Apply asphalt at 375 degree -425 degree F. temperature. Do not heat above 4-25 degrees F. nor apply under 375 degrees· on the mop. f?rime metal flashings, outlet flanges and the like, before applyin~ roofing materials. b. Application: 1. Dry nail the base sheet, 30 lb., lapping 2 inches on sides and 6 "inches on ends. Nail at 12 inch intervals through laps and stagger nail .at 18 inch intervals on two lines 12 inches from edge of each sheet. Bring up 4 inches over the cant. 2. Install all flashing, counter flashing, curbs, wall flashing, etc. 3. To the base sheet, using hot asphalt, solid' mop shingle fashion, two pl i es of 15 lb • asp ha l t-s at u rated rag . f e 1t 1 a pp e d 19 i 11 ch es . Each mopping shall be at the minim~m rate of 25 lbs. per 100 square feet. At no place shall felt touch felt, bring up 4 inches over tne cant. 4. Where height of wood parapet wall is less than 36 inches install following by running sheets ·parallel to the roof, 1·1here Hall is in ex c es s of 3 6 i n c n es , cut s he e ts and a pp 1 y p e r pen di cu 1 a r \vi t 11 s 1 ope to the roof. 5. TF-20 Hall Flashing: Nail base 11 lb. ply sheet starting at the outer edge of tile vertical wall, lap 4 inches on sides. Extend· ends or sides out and over cant strip at least six inches; Nail on 12 incl! centers. !fop witn hot asphalt or use plastic cement and install the second sheet. Install the mineral surface wheet in the same manner except in addition to sealing, nail every six inches through the selvage edge. Install sheets in accord with #4 above. 6. Over the main built up roof assembly, spread a uniform flo-od coat of h o t a s p h a 1 t a t t h e r a t e o f 3 5 l b s . p e r 1 0 0 s_q . ft . i n to I'/ h i c ii , w h i1 e hot, imbed a minitnum of 200 lbs. of gravel with particle touching particle. 7. Apply a coat of white "prep" to all vents, stacks, flashings, equprnent bases~ curbs or runners. Prime any exposed asphalt ~lith 11 prep 11 • 8, Mix Tbetmo Compound using Conc~ntrate and 50 lbs. dry. approximately 15 lbs. dry. square feet covering all g·ravel 6 gallons water, 2/3 gallons #101 Coat mineral surface sheet using Apply 100 lb. or 2 sack unit per 100 to. pr~vide a smooth surface. c. Supervision: Supervise installation of metal roof flasning, counterflashing and related Nork. Include such work in scope of requirecl guarantee. d. Pitch Pock~ts: Penetrations through the roofing that are not otherwise provided for or detailed to receive metal flashing shall receive pitch pockets install~d in a manner specified by roofing manufacturer. 3.3 Mission Tile Roofing: a. Roof Covering: Lay two layers of 30 lb. felt or equal, at right angles to roof surface, mopped solidly (25# per square, approximately) between layers and on top of layers with heated asphalt. COCO'S/REUBEN'S RESTAURANT Carlsbad, California 07300 -3 - - ·e b. Fastening: Tile shall be fastened by 12 gauge galvanized nails spaced at 10-1/2" on centers or Tyle-Tye fasteners, as per manufacturer 1 s specifications, galvanized, stainless steel or copper. c. Exposure: · Lay regular exposure. clay roofing tiles spacing rows 10-1/2" on center, All cover tile shall be laid with an exposure of 14". 3.4 Restoration and/or Repair: Restore or repair deterioration or damage, so that there will be no question concerning the condition of the roofing and associated work at the time of final acceptance. 3.5 Dam~proofing: Apply two coats. dampproofing to earth side of all planter wal s not common with building walls in exact accordance with the instructions of the manufacturer. END OF SECTION COCO'S/REUBEN'S RESTAURANT Carlsbad, California 07300 ~ 4 - - - 1. GEIi ERAL SECTION 07600 SHEET METAL .1.1 Standards: Conform work to requirements as specified in Architectural Sheet Metal Manual as compiled by (SIIACNA) Sheet 11etal, 1~ir Conditioning, Heating Contractor's Association, unless otherwise indicated or specified. 1.2 Shop Drawings: 2. PRODUCTS Submit shop drawings per General Conditions. 2.1 Materials: a. Galvanized Iron: Rolled, pressed or forged g~lvanized iron conforming to ASTM: Designation i\525, plain electro-oalvanized sheets, commerci·al class zinc coating, 1.25 oz. per sq.ft. Provide 24 oauge minimum unless otherwise indicated. b. Cold-rolled Sheet fletal: Standard cold-rolled sileet conforrning to 1\ST!I A366. c. Standard Products: Counterflaslting, reglets and gravel stops, in stock patterns, conforming substantially to details and design as shol'in, are acceptable. Manufacturers: FRY REGLET CORP., Li\llE-AIRE CORP. d. Hood Facing: Formed leveled steel sheets. as detailed of 20 gauge cold rolled stretGher-· Provide battan pattern as sho1111. e • P 1 a t fo rm C a p s ( Me c 11 ) : . F l a t 1 o c k s e a rn co n s t r u ct i o n 1-,i t h e d g e t u r n e d d ow n with sloped drip. f. Louvers: HO!IMAl-111 & UARtrnRD, me., 12 11 x 1311 i/133 Galvanized Sheet Metal louver assembly Complete with rewireable galvanized metal fra~e retaining 5/811 galvanized mesh 17 gauge hardware cloth secured to inside face of louvers. 3 • EX EC UT IOU 3.1 Accurately form all sheet metal to the dimensions and shapes required. Finish with true, straight, sharp line and angles. Cope at intersections to' a precise fit and securely solder. Reinforce as required. Her1 all exposed edges of metal work 1/211 • Install metal roof flashing, counterflashings, coping, reglets and the like, under direct supervision, and to complete satisfaction of roofing-contractor. Install work \'/aterti9ht and \'leathertight throughout. Provide for expansion and contraction free from undue stre-ss in any part of completed work. Secure metal by cleats without nailing through metal.· COC0 1S/REUUEN'S RESTAURAHTS Carlsbad, California END OF SECTION 07GOU -1 ·e - ·- 1. GEIIERJ~L S[CTIOII 07900 CAULl~I !IG 1.1 Scone: Furnis·h and install cauHin9 as.indicated anu specified, complete. Principal iten of work is caulking of oneninqs and jofnts indicated, snecified and rer111ired to nal:c entire b11ilding vicather and 11aterti9ht. This s~ction contains general $pecifications for caulking throughout the project, 2. PRODUCTS 2.1 llaterials: a. Butvl CauHinri r.onnounrl: Standard colors to l'latch adjacent work. The following compounrts are apnroved. OAP IIIC., 11 Dutyl-Flex11 H. R. G Ill\ CE , 11 Horns ea 1 11 b. Sealant: One part polysulfide base sealant confornina to perfo.rr.iancc standards of Thiol:ol Chemical Corn. J\11 containers of sealant used shall bear Thiokol 11 Tested and Apnroved11 seal. c. Jo-;nt Cadinq: Material as reconnended by caulking compound Ill an u f a c t u r e r , I'/ h i c h 1·1 i 11 n o t c a u s e b 1 e e cl i n (J o r s t a i n i n g o f s u r f a c c adjacent to joint, or destroy bond hetwenn caulking compound and 6ther materials. 3. EXE CUT IO tl 3.1 Installation: a. General: Apnly compounds strictly in. accordance with-manufacturer•s 1nstructions and supervision. Caulk .ioints-before· adjacent surfaces arc waterproofed-or painted. Apnly c~nlking coMnounds to a clean, dry su,rface free froM grease, oil, ~ri\x or other forei(ln Jilatter tending to destroy or 'ir:ipair adhesion. Clean ·and pri.me in accordance 1/ith cor.ipountl manufacturer•~ instructions. Carefully protect adjoining surfaces fro~ staining. !~Mediately remove any material on surfaces not to receive caulking an~.rcstore the finfsh as required •. b. Arn1ication: Ilse hutyl caplkinn coripound for ali general Hork; use sealant for roof flashing anr1ications and exterior 119Od framin9 and tri11 ·apnlications 11hcre 11 sealant11 is indicated on dral'tings. Pack joints 1-1ith · joint b~cking. CoMnlete1y fill joints and snaces with aun-arplicd compound, forming a neat smooth bead. Use hand tools wHere use of gun is f"P~~ctical. Press compound firmly into joints to assure complete wetting of hondin(J surface, and to obtain uniform adhesion. EHD OF SECTIO!J 07900' -1 - - 1. GEHERAL SECTION 07800 ROOF ACCESSORIES 1.1 Shop Drawings: Submit in accordance with General Conditions. Manufacturer's catalog fabrication and installation details may be submitted in lieu of shop drawings, where shch details cover all installation conditions. 2.1 Roof Accessories: a. Plastic Skylights: Specification is based on Red PLASTIC CO., c~rb mo u n t e d u n it w i t h i n t e g r a l s 1 o p i n g c o n de n s a t i o n g u t t e rs a n d 1·1 e e p i 1 o 1 e s • Frame sh-all· be 60G3-T5 aluminum alloy, minimum ·.07811 thickness for curb frame, minimum ·.06211 thickness for retaining frame. 1. Pla·stic: Hllite translucent acrylic plastic, IWIIM ci HAAS ;l!-1-2447., Thickness per manufacturer's standards. See <lra1·1i_ngs for locations. b. Roof Hatch: Provide manually operated roof hatch, RED PLASTIC CO., Type U1 or equivalent unit by METAL-TITE PRODUCTS, METCO t-lETAL .PRODUCTS CO., LANE-AIRE, BILCO, or approved equal,. 14 gauge galvanized steel c o n s t r u c t i o n , co rnp l e t e \'Ii t h co 111 p e n s a t i o n s p r i n g fo r d o o r o p e r a t i o n , a n d inside padlock provision. Prime coat finish. 3. EXE CUT I 011 3.1 Ins.tallation: Install roof accessories under direct superv1s1on, and to complete satisfaction of roofing applicator. Install ,,ork watertight and ,., e at 11 e rt i g h t t h r o u g h o u t • COCO'S/REUBEN'S RESTAURANTS Carlsbad, California END OF SECTHHl 07800 -1 - - 1. GE!IERAL 1.1 Material Allowance: Refer tontractor shall include in specified. SECTIOH 08200 WOOD DOORS to Section "Special the Base Bid price conditions". General for doors as herein 1.2 Guarintee: Provide a written gua~antee for wood doors, for a period of 2 years, except guararrtee need not cover installation and finishing. 2. PRODUCTS 2.1 Identification: marked thereon. Deliver doors to job with name of manufacturer stamped or 2.2 Flush Hood Doors: Five ply wood doors conforming to 1Wl1A I.S. 1-66,• manufactured by U.S. PL YHOOD, GEllERAL -YrnEER, PJ\HlE LUl1BER CO., ·llARDt,JOOiJ PRODUCTS CORP., or f·IEYERHAEUSER. /\llowable tolerances shall meet requirernents of IH1MA I.S. 1-66 for size, squareness and 11arp or twist tolerance. a • So 1 i d Co re : f.1 at -f o rm e d 1·JO o d pa rt i c 1 e boa rd , Type I , O e 11 s i t y : C 1 as s 1 , Comrnercial Standard CS236-66. b. Face Veneer: Refer to Color and Door Schedules for list of doors to receive the following finishes: 1. Painted Finish: Sound grade Llirdl, Maple: or Gum. 2i Transpar~nt Finish: grain. Premium grade Birch, rotary, match for color and c. Edge Banding: A 11 edges hardwood banded. 1. Painted Finish: Species mill option. 2. Transparent Finish: Stile edges banded to match face veneer. 2 • 3 St i. 1 e and Ra i 1 Do o rs : " P rem i um II grade mater i a 1 , 11 C us tom II Grade (l\ . l·/ • I . o r ~/ . r. C • ) fa b r i ca ti on us i n g f u 1 l con c ea 1 e d co re rn a t e r i a 1 o f 1 o 1~ dens i t y lumber, 1/8~ minimum thick vertical grain Douglas Fir veneer. Connecting joints between stiles and rails shall be rnortised and tenoned, or doweled, ·and glued under pressure using water resistant glue. Edges of vene.er stile and rails (exposed to view) shall match face veneer. Treat doors ~litil toxic and w~ter repellent material~ 2.4 Glazing and Louver Stops: a. Metal ~tops: Where specifically indicated. b, Hatural Finish: veneer. Of same species and shall be mate~ for color with face 2.5 Adhesives: Conforming to CS 35 Type II, except Type I for exterior doors. 2.6 Metal Louvers: Factory prime coat finish, unless otherwise noted. Provide vertical reinforcing strap at midpoint of louver sections. Prepare doors to receive louvers. Provide COHTROLAIR type CHDL, AIROLITE "Inverted Vee", AIR LOUVERS LTD. #600 or approved equal. COCO'S/REUBEN'S RESTAURANTS Carlsbad, California 08200 - 1 - - - 2.7 Shutters: White Pine louvered shutters, 1-1/8" thick, 2" stiles and top rai 1, 4" bottom rail, 1-1/2'11 x 3/1611 louvers ~at 45 degrees l-l/811 on centers. COCO'S/REUBEN'S RESTAURANTS Carlsbad, California END OF SECTION 08200 - 2 . ( __ - - 1. GENERAL SECTION 08710 FINISH HARDWARE 1.1 Refer to General Conditions, Art. 4.5 See Section "Special Conditions" for amount of allowances, related costs, and adjustment of cost. 1.2 Upoh award of contract, General Contractor shall issue a pµrchase order to Builders Security Locks & Services, Inc. ·1560-J Pi-oducer Lane, Huntington B~ach, CA 92649, atth: Mr. Kenzo Kumagawa, A.H.C., who will be responsible for a complete list of hardware and delivery· in the required time. The Contractor shall notify the supplier not less than Sixty (60) days before required shipping -date. Nut included in the allowance: Ins ta 11 at ion General Contractor Overhead & Profit Sheet Aluminum Doors (Eliason) Hardware for refrigerated Spaces Shelving Hardware Netal & Wood Handrail Brackets ferrous Metal Thresholds 1.3 The following schedule is for the purpose of computing installation co.sts. REUBENS DR. 1 EXT FR VEST 4 Hins,;es 1 ?anic 1 1 l 1 1 2 l l CCCC 1 S Pull ?ush Closer Sta!) Se~l Seal Swee!'> Threshold DR 6 3;;(':i' ?3 V;•:s·r 3 · Ht~;;es 1 p,.rnic l ~ull l Push 1 Glo:=iel." 1 Sto:) l Se9.l 2 !56·:.l , 1 Swee11 l '.i:ircshold 'Ilu\.3386 8BEO I!l9 47 ~.115 Q07°X 303,l 303A 315A)i 168A X '14A3 ~86 flPiO. 9732 !!7 411s 0 o7°X 3C3A 3('3 \ ·n 5 .\~~ lflflA 16?-.:l. x 1rr~. A 5 X h°J.2 :\':tP. ·4 X 16 SNB • r,.'! •.:, Head 31?3 ~ Ja>nb .. 312E 312E 312~ 1.:. X 16 ;·~ ?ead 31 ?':; ~\ ,h!"lb 3121 . \ 31~~ ;_;; 31.~~ . 08710 1 • REUBENS -DR 7 3 l l 1 l l 2 1 COC0 1S D~ 18 .. 3 l 1 1 l 1 2 l .. ' DR 2 .... : . DR 4 ·.i: : -: 6 ... -~:! ; ~-: 2 2 e: 2 a 4 2 DR 3 3 l .. ·--· .. ··-1 l l 1 l l 2 l DR 5 DR 8 6 2 2 -··--··. _ ........ 1/2ST F3 R1C'::P'l'T ci:,r Hinges push Pull Closer Stop Seal Se9.l Sweep Vi~ST :<''.1 ~-1.\.ITH!G Hinges Push Bar Full Close·c- Stop Seal · Seal Sween . . EXT FR BAR 3X'I ?R DINING Hinges Panic .Cyl Stou Seai Seal Sweep EXT FR E~i?LOYSES Hinges Lock Lock peek-0 Closer Kick Stop Seal Seal Sweeo TO H:SCH TO LI'~uOR S'IOB Hi!'lges Lock Stop 11i.A37~6 5 ~~ /.~12 47· 4 X 16 ·Hlq L.114 St~B 0 07QX 303A @ Head 312~ 303d ,_;, ~ JArnb 3123 315AN 312E 14A3786 5 ~ 412 q732pa Type A B:lKT 9732 L~114 S~;-B . .. 907°X 303A @ Head 3123 303A @ ' Jamb 312E. 31,SAN 312E T2314 . 412. NRP 70R L/0. S. Trin Jl2E qo1 Inside for Alarn Only W9X 303.-\ 303A 31,SAU TA23i4· B462P · A51PD x 850 4115H 285 W9X 303A 303A 315AN ASA· @ He13.d · 312E. @ Jamb -312E .312.s 412 NRP 2;31.!.BS 234:SS x 12TH 32 X 40 s Head €. "Ja.""r.b SNB .... ! ,,.. •· ,-.•. . ": .. . . .,, .. . T27lu 412 AS'l PD x ASA ?3!i.3S x 12TH i>J9;( •-'• .. ,_ !--• " o ............ I ---._ • •ff,_ ... • "'! • .. .. . , . . . .. _, __ .....,. ___ ........ ~-. ·. -~ ... ..,_ ---···-··· 08710 2 ..... .. f· ·. -.. -. -· . .... ·- ... ... .... .. .. -... · ... ----i--. . l .... . ·! .... -.. ·---· ·-'"'··-·-··· ' . . . · .. ·-.,_"* ., . ;· ..... - - - DR 10 ~O OP?JCi/S70R DR 11 Da 19 D~ 20 DH 21 Dit 28 Drt l? D?l 13 DR.14 D:t ·16 OR 17 3 Hinf!es 1 Lock l Stop 6 2 1 1· 1 1 ~LJtSON ZLL\SO}l 3LI·\SOX :iK:':UG~l,\'IO:t D~ COOL31 D:1 TO CO,\ 'l' ~OOi·; Hi:~rn;-es '3olt Lock Cut into plywood Holder Holder Stop ''.:10 VEST TO ~-J(i;.:J:N TO V:3:ST '!0 r···" .. ·~1!,:- 12 Hinges 4 !'U3h ' 4 ?ull h Clo5er L~ Kick 4 Stop 1 Si-n !S l Sign DR 15 'Tb S'l'OR 3 Hin2:es ·1 Lock 1 Ston DR ~3· '.LO i~~:,• ,. • .J ... DR 24 •ro 1:iOi-: ~:! 6' Hinges ?. "u.sh 2 Pull 2 Closer ~ Kick ? ~to., '1'27llL A51 Pl) 331SS T271~ B-4 A51Pi) outside wg400 Wq!~OO 1,jq,( 'IA~71L 47 .55-1 1043 37 ~'19T ,S; 412 . ?343S x ).? 'lH 41~ 'I'O LOCK '.:"OP &. ,?343S X 12TH Instl lock on 134 ill! fop !·IS . .\ LH 'Iop '.f'B . 412 4 X 16. S:.'3 6'x 31~ H8i~ SP3CIAL iVO.l1Ef1 SP~CIAL T??lh 412 A51PU ?.3433 X 12'.:H W9T T:\271:. 1.t1.? :;?t1-2 R X ?.r. ?D-3 10l~2 S)J3 285 6 X 2e WQT 08710 -3 3T~f th dr ~: ' . ··, •. l •"'.' :•.:; . .... t ~· ., ~ ::;;l( . -··. ·- ,· ! ... .. .. . ' . ,·· DR 25 DR 27 TO H:sN '.fOILET · '10 '.:iO:E'.{ 'l'OILE.:~' 6 Hinp;es 2 · Lock · ' 2 Stol') . T2714' AJ+os W9T oa 29 FR BAS:i:·-I:::i·iT S'IAI:iS 3 Hinges 1 Lock 1 Closer 1 stop · TA27llt A51PD x ASA 1043-?A WqT . 412 2348S x 12'I':I st;n DR 22 V23T FR St-1PLOYSSS ( ':f'12:i.:!! SH01.·fl•l ON PL-H!) 3 Hinges 1 Push l Pull i. Closer . l Kick 1. Stop . ROOF HA 'ICH 'WROUGHT IROl~ GAT3 30(?R) WROUGH'l' IRON G:\'£3 :n(SGL) 4 .Padlock TA271!.L 282 PD-3 1043 28.5 331ES 45-101 Bal by Others L.12 a·x 20 ·. S};B 32 X 34 3 SE;TS BI-F'OLD SEUT·I'8:1S AT DI u~;s-COCO I S 3 'l'rack 6 Pivot 9 Hanger. 24 Hinges · 3 Snug~er 6 · Knob CABT HA?J)WA:?S 12 Hinges 2 Catch 4 Lock 2601 2663 261;!. 2718 2617 4182 332 2A 0737 212 114 . .... @ Pr X 2540 S'ri{ 7/8 :i All Drs T-OILET ACCESSOIRES -PUBLIC TOILETS .. .. . 4 Towel Disp 5 Soap Disp 3 Ash Tray i Fem Nap Disp 6 Seat Cover Disp 4 Surf.Mtd. Ash Tray 4 Fem N.ap Di s po s a 1 2 Grab Bar 2 Grab Bar 2 Decal .. ,. 83170 RO 16w X 29~h X 4d 88295 8240 8350 RO 14w X 30½h X 4d 25t B221 8278 8270 H36-CSI for Masonry · H36-CSI for Met. Part ... . . 08710 4 . . . .... . " I ·• ' ...• ( ... : ........ ,,. ___ \_ . .. · ! . ·~ - \- . . -·-·-·· ..... ___ ·-·· ··-·· ....... ' . .... :' .. · . . ·· . .... 2 ~'oile t Tissue Dis-:)B28li 2 •rowel 'Di8p 990-~I 2 Seat Cover D~.S? COt-:S~CO 3CO'l"I' 2 !:>oa·., .Di3n 824 ·l Mirror 316;, 60 X ?.1.j. \'<'o~en 1 Hirro:r Bl65 18 X <4 i-ien ACCESSORI2S AT KITCH2~ SI~K ·i Towel Dis:) 1 Soap Disp PR GATES 8 Hinges 1 Bolt 1 Latch 1 Padlock kOOF EQUIPMENT WELL 8 Hi nge·s 4 Locks IHSC2LL L-. ~ous l Sign 1 Sign Sign 3 Naster Keys -4 990W 8.24 952 12 1010 lP. 1260-4 45-101 DOORS S32002 4-1/2 8460P 2-3/4" B.S, .T"rfIS ROON AV:\IL.\.31.:::: FO::i 3:\NQJ:i:TS 3P~CI \L-R·~STROOt~/'I:ZIE ?H0:'. ::;s M4x Occu~ancy -·ve~lfy .. .... $:, ip to:. r-tr. George Steed · c/o ;<_'ar ~-/est .Servlces, Inc • .. . ........ .. .. . . .... • •,_,._ ... I . ' .. ···--··· 08 7 lt)·· .;,· 5 . .. ( ,. : I I. ,:·::, .. ::•: ., - - - 1. GEHERAL . 1.1 Submittals: SECT ION 08810 GLASS AND GLAZING a. Marrufacturer 1 s Data: For inftirmation only, submit 2 copies of manufacturer~s specifications, recommendations and installation instructions for each type of glazing sealant and compound, gasket and associated miscellaneous material required. Include manufacturer's published data indicating that each material complies with the requirements and that material is intended generally for the applications shown. Shov, by transmittal that one copy of each recommendation and instruction has been distributed to the Glazier. b. Certification: Submit letter of certification or certified test reports that "U" values and shadi.ng coefficients shall not exceed the followin.g: 1. Shading Coefficients: (a) Bronze (single pane and insulating assemblies) 0.60 (max) 2. II u11 Values: (a) Bronze (single pane) 1. 06 (max.) ( b) Bronze (insulating assemblies) 0.67 (max.) c • G u a-r a n t e e : S u b mi t 2 c o p i e s o f w r i t t e n g u-a r a n t e e f o r a p e r i o d o f 2 years, agreeing to repair or replace glass and glazing materials which fail to perform as specified, in.eluding glass breakage and _leakage of water; or fail in joint adhesion, cohesion, abr.asion resistance, weather ·resistance, extrusion resistance, migration resistance,_ stain resistance, or general durability; or appear to detertorate in any other manner not clearly specified by submitted manufacturer's data as an inherent quality of the material for the exposure indicated. Provide guarantee signed by the Glazier and Contractor. 1.2 Standards: Comply with latest edition of 11 Glazing 11anual" published by FLAT GLASS JOBBERS ASSOCIATION. Cutting, fitting, and installation of heat absorbing glass shall comply with PPG Technical Service Report No. 104. 1.3 Grading and Labeling: Grade and label ~ach light stating quality and grade of glass, and manufacturer's name and brand designation. Leave l.abels intact until removal is directed by Architect. 2. PRODUCTS 2.1 Materials: a. Bronze Plate Glass: PITTSBURGH "solarbronze" or tinted plate glass, tempered where glass is wlthin 18 11 exterior glass is bronze unless otherwise indicated. LISBEY-OWENS-FORD of floor. All b. Mirrors: Mirror glazing quality 1/411 thick plate glass tonf6rming to CS-27. Silver mirror backs two ~oats, heavily electro-plate with copper. Prime with one coat of mirror b~cking paint. Apply one additional coat of moisture resistant paint. COCO'S/REUBEN'S RESTAURANT Carlsbad, California 08810 - 1 - - - c. Mi~ror Frames: ARCADIA 18-550, Aluminite Aluminum frame. d. Leaded Glass Panel: Shaded extra dark Amber Cathedral with 1/4" or 3/8" lead coated zinc cames of uniform size. Source: VERNE HOLLANDER GLASS CO., Long Beach, California, 2(213) 439-2153. e. Wire Glass: !OF "Diamond Weld" or MISSISSIPPI "Polished Hisco", 1/4 inch thickness. f. Glazing Compound: GRACE CONSTRUCTION MATERIALS "Hornplex" OAP 11 Fl'exiseal 11 GE 11 Silglaze 11 or approved equal, one component polysulfide compound or silicone compound for glazing in wood. 3. EXECUTION 3.1 Installation: a. Genera.l: Leave glass 1thole and free from cracks and rattles. Entire rnstallation shall be weathertigilt~ 13ra·cing ba.rs of leaded glass panels shall be on the interior of building. b. Cutting and Fi~tin9 Glass: Accurately cut and fit glass to opening size. Provide clearance for expansion. Cut and set glass .to keep wave lines horizontal. Ensure sharp~ clean cut glass edges. c. Mirrori~ Install mirrors to walls with mirror mastic, leaving open ventilating space 1/8" or more in thickness. Cap top and bottom with aluminum mirror frame extrusions. I COCO'S/REUBEN'S RESTAURANT Carlsbad, California END OF SECTION 08810 - 2 - - SECTION' 09260 GYPSUM DRYlvALL CONSTRUCTIOff 1. GEHERJ\L 1.1 Packaging: Deliver all manufactured fflaterials in original packages, containers or bundles, bearing name of manufacturer and brand. 1.2 Stora9e of Materials: groun , under cdver and against rusting. Keep ai·iay materials dry until ready for use. l(eep off from damp surfaces. Protect metal goods 1.3 Samples: Submit two {2) 12" square sample of "textured" finish for Architect's revie1t. Architect's review will be for·texture only. 2. PIWDUCTS 2.1 Materials: a. Gypsum Wallboard: AS TM C 3 6 , 4 fo o t 1·ti d th s , Ty p e II X 11 , 5 / 3 " t h i c k n e s s • b. 18 Gauge Metal Studs: PENH METAL CO. or approved equal "Screw Stud", 13 ga.uge steel. stud 1·1ith 1-3/8" knurled flanges, with manufacturer's standard 18 gauge floor and ceiling tracks. · c. Ceiling Suspenston System: CH I CA G O MET AL LI C # 6 4 0 D r y 1·1 a 11 F u r r i n g . i . F u r r i n g R u n n e rs : 1 - 1 / 2 11 h i g 11 d o u b 1 e 1·1 e b • O 2 0 11 e 1 e c tr o -g a 1 v a n i z e d steel with 1-3/8" flange face. 2. Hall Track: i/5110 track of .• 020" electro-galvanized 11ith 1" sides and 1-5/8" I. D. 3. Furring Tees: Members. Same material an~ configuration as for Furring d. Furring Channels and Clips: furring depth. Galvanized wire runner channels. Galvanized steel, 1-3/8" face \'lidth, 7/8" -clips to attach furring channels to e. Runner Channels: painted. · 16 gauge, 1-1/2" cold-rolled steel; black aspha)tum f. Screws: · U .. S. GYPSUM type S self tapping drywall scre1·1 for 11allboar·d attachment to metal framing. g. Hire: 16 gauge, galvanized tie wire and 8 gauge hanger wire. h. Metal Trim: USG #2008 for edge trim, #100 for corner bead. i. Ta~i~g and Finishing Accessories: Manufactured or recommended by wa lboard manufacturer. Provide perforated tape, bedding and taping compound, and topping compound. j. Finishes: 1. Smooth (Exposed): (Schedule). Fog coat per Drywall Assoc. Manual -Type 1 2. Textured: Type 2 (Schedule). COCO'S/REUBEN'S RESTAURANTS Carlsbad, California 09260 -1 - - - 3. EXECUTIO!l 3. 1 .Ins ta 11 at ion : a. General: Installation and fini~hing shall conform to American Standard A97.l-65 and as specified herein. b. Metal Wall Framing: Install floor and ceiling tracks, and anchor to co n c r e t e at 2 feet o n c e n t e r a n d w it h i n 6 11 o f e n d s w i t h c i n c h a n ch o rs , powder driven fasteners or other a·pproved device with 1-1/411 penetration into concrete. Spa~e studs at 16 11 on center unless otherwise shown. c. Maitic: At sound retardant type walls apply continuous full beads of · ·mastic under floor and ceiling tracks, at wall intersections, joints and other locations indicated. d. Wallboard: Apply first to ceilings and then to walls, horizontally. Use board of maximum practical lengths. Stagger_ end joints. Apply metal edge trim to all exposed gypsum board edges and outside corners. Insta11 to fo rm '.1 w e 11 11 to r o o f h a t c h i f r o 9 f a c c e s s i s · i n p r o j e c t • 1. Wood Framing: Nail 6d annular or coated nails. tlail Gypsum board to ceiling joists at 711 o.c. and on wood studs at 811 o.c. 2. Metal Studs: Screw to met~l studs at 811 o.c. at vertical joints and 12 11 o.c. in field of board. 3. Metal Suspension System: Install 1·iall track at indicated ceiling height iround perimeter, of installation. Space metal furring runners 48" o.c. that are suspended by 12 gauge h~nger wires secur~d to str.ucture above using 12d nails or suitable scre\/s. Hanger wires spaced not to exceed 48 11 o.c. Use 12 foot long runners with reversible coupling ends for continuous splicing. Install 48 11 long f u r r i n g t e e s s p a c e d 1 6 11 o . c • a l o n g f u r r i n g r u n n e rs . F u r r i n. Q r u n n e rs and tee ends shall be butt cut and fit into wall track at all perimeters. Fasten horizontal single-layer gypsum panels, long dimension paralleling the furring runners, with 111 type ~s 11 screws spaced maximum 12 11 o.c. in field and 12 11 o.c. along abutting end joints. e. Finishing: Tape and finish joints, corners and edges in accordance with manufacturer's recommendations. Leave surfaces smooth, free of visible joints and screw-holes. Apply finishes per finish schedule. For "textured" apply "blobs" over Fog Coat. Knock-down ·with trowel to achieve undulating textur~. COCO'S/REUBEN'S RESTAURANTS Carlsbad,-Caltfornia mo OF SECTION 09260 - 2 - - 1. GEHERAL SECTION 09310 CERAMIC TILE WORK 1.1 Samples: Submit data on tile materials proposed for use. When requested, submit tile samples, in colors designated by Archite~t. 1.2 Extra Material: Furnish twelve (12) extra un1ts of Wall Tile as specified for Cook Station (Display Cooking). Deliver to job site carefully packaged, to prevent breakage. Deliver to Ow~er or Owner's representative witn manufacturers name, quantity, type ahd color, of tile clearly marked thereon. 2. PRODUCTS 2.1 Materials: Deliver manufactured materials in original sea~ed cohtain~rs with manufacturer•s name, brand and grade seals affixed or sealed within. Keep materials dry until used. a. Glazed Ceramic Tile: See Color Schedule. 1. Floor Tile: INT E RP AC E II Te r r a f1 o o r 11 , 12 '.' x 12 11 ti 1 e s . 2 .• Wall Tile: (a) Display Cooking (Reubens): INTERPACE 11 Terragrande 11 • (b) Display Cooking (Cocos): QUAHAGRA 11 Faience 11 811 x 811 Uyzantine. (c) Public Toilet Rooms: machine made, modified shapes. I~TERPACE standard quality, dust~pressed, cushion edge, ~CA 137.1-1976, standard (d) Niche: I!ITERHATIONAL TILE & SUPPLY CORP., Los 1~nggles, C a 1 i for n i a , P h on e ( 2 13 ) 9 3 1-1 7 6 1 , 8 11 -x 8 11 Ho . R . I • C·. 2 3 1. 3. Base·-Splashes: b. Quarry Tile and Tr1m: S.U r fa Ce d , fl a n d - b U r n e d round type cove base. or SUMMITVILLE. I IHERPACE "Te rrag ran de 11 • 611 x 6 11 x 1/211 standard quality, abrasive shale type, 11 V" baked, square edge tile. Provide Standard red color. Manufacturers: f111ERICAN OLEAil c. Portland Cement: ASTH C-150, 1ype I. d • Hy d r a.t e d L i me : A S TM C -2 0 6 o r C - 2 0 7 , Ty p e S • e. Sand: ASTM C-144. f. Tile Setting Liguid: g. Grout: Approved Cement tile grout admixtures. U.S. RUBBER CO,, 11 Laticrete #4237". standard product factory mixed and packaged Portland material containing waterproofing and curing 1. Non-toxic (Food Preparation): 11 Hydroment" joint filler as manufa~tured by the UPCO COMPANY. COC0 1S/REUBEN'S RESTAURANTS Carlsbad, California 09310 - 1 ·- - - (a) Quarry Tile: Tile Red. (b) Display Cooking: Black unless otherwise noted. 2. Other Grout: base. Manufacturer1 s standard product. Match tile and/or h. Membrane: 15# asphalt felt or 4 mil polyethylene film. i. Reinforcing: 3.4 lb. metal lath o~ 2" x 2" welded wire mesh. 3 • EX E CU TI O I~ 3.1 Inst~llat1on: a. General: 1/orkmanship shall be in accordance with Al~SI J\108.1, 2, 3 and 5-1967, insofar as any portion is applicable. b. Insrction: Carefully inspect all surfaces to receive tile. app y materials until any necessary corrections are made. Do not c. Mortar (Dryset): Add Portland Cement and fine _sand to Tile Setting Liquid in strict accordance with manufacturer1 s directions. d. Setti_ng Hall Tile (General): Layout work according to patterns detailed or approved. For heights shovin, maintain full course.s to produce nearest attainable height without cutting tile. Lay out tile so that fields or patterns center exactly on the areas and on architectural features so that whenever possible no tile that is less than half size occurs. Align joints vertically and horizontally. ilo staggered joints will be permitted. Fill joints full with grout, wipe excess grout from tile faces, and leave all joints finished at uniform depth. e. Setting Wall Tile (Metal Framing): At display cooking, install self- furring metal lath over membrane. Apply setting bed consisting of s.cratch coat and mortar bed. Apply bond coat qver setting bed. If rectangular tile specified, set tile with· long dim~nsion of tile vertically. f. Setting Quarry Tile, Floor Tile (12"x12") and Floor Tile 13ase: Set tile individually with joints approximately 1/2" l'iide, free from depressions and high spots. Average out tile joints, so that centerlines of adjacent tiles shall align straight and· true in both directions. ,Lay out tile so that patterns are centered on architectural features. To obtain full tile contact with mortBr apply mortar to base ~urface and to back of tile. Whenever possible no tile less than half size shall occur. Finish. joints slightly tooled to unifotm depth. Leave finished work free of chips, scratches and other defects. g. Setting Quarry Tile Base: specifications Al08.3, and the Ceramic Tile Installation". af cfacked, chipped, broken, Protect installed tile work. Comply with Tile Council Leave finished unbonded, or ANSI Standard installation of America "Handbook for instal1atinn clean and free otherwise defective tile. h. Curing (Floors): Cover floor after grouting with polyethylene sheeting for 3 days. Water shall be added to entire surface on second day and sheeting replaced. i. Caulking: Caulk plumbing and el~ctrical penetrations through wall tile. COC0 1 S/REUl3EH 1 S RESTAURANTS Carlsbad, California END OF SECTION 09310 - 2 - - - 1. GENERAL 1.1 Samples: SECTIOfl 09500 ACOUSTICAL WORK When requested, submit cork and acoustic tile samples. 1.2 Delivery of Materials: Deliver materials to job site in original, unopened packages, bearing manufacturer's name and label identifying each type of acoustical units. 2. PRODUCTS 2 • 1 C o.r k: Cork panels , 12 11 x 3 6 11 x 3 / 4" cork , 6-1 / 2 to 8-1 / 2 l b. dens i ty , iinfform dark color, vacuum cleaned and dust free with fine sanded finish as manufactured by GENERAL CORK, DIVISION OF GENERAL PRODUCTS 111\NUFACTURIMG CO., 1782 Lingley Avenue, Irvine,Ca., Phone (714) 979-5462. 2.2 "Reeferboard 11 (Se~ Finish Schedule): Minimum 3/32" thick. CHEMICALS INC., "Structoglas", MARLITE "FRP", KAYCOR (Div. of Oil Co.) "Duraform-K" KHlLITE CORP. "Glasboard S" or "Linerboard". ~rovide hold-down clips. REICHHOLD Continental \·l, R. GRACE 2.3 Acoustic Tile: ARMSTRONG Items 1/571 and/or 11572 "Sanserra" design Travertone Tile, 3/4" thick, square edge, K4C4. 2.4 Exposed Suspension System (Kitchen/Dish1~ashing): Dorrn PRODUCTS DV (~onforming to ICBO #2244) or CHICAGO METALLIC "500 Snap Grid"(conforming to ICBO 111905.2). Fini~h: white enamel. 3. EXECUTION 3.1 Installation: a. General: Install materials in accordance with · manufacturer I s instructions. b. Adhesive Application: Fasten cork and acoustical tile with manufacturer's recommended adhesives. Make joints straight and true, tightly butted. Lay out acoustical tile work so patterns are balanced and, tiles less than ha l f s i z e do not occur. Cork s ha 11 be i n s ta 11 e d i n r-u n n i n g bond s o that. n-0 more than three (3) panels form a intersecting corner. c. Suspensio~ System: Install lay-in panel system in true alignment with adjacent surfaces. Hange suspension system in a flat plane, level to within 1/8" in 10 feet. Construct tightfitting hairline joints in exposed framing membe~s. COC0 1 S/REUBEN 1 S RESTAURANT Carlsbad, California END OF SECTION 09500 - 1 - - - 1. GEIIERAL 1.1 Scope: SECTIOII 095!>0 HOOD DA!ICE FLOOR a. llork Generally Includes but is not Lir:iitcd To: . 1. Preparation of surfaces. 2. Uood/ac~ylic composite fJooring. 3. P·rotection. 4. Cleaning ~nd buffing. 5. All items of related 1·1ork reasonably inferred as needctl to make 11ork of thi~ section complete. 1.2 Sameles: Hl1en requested. submit wood/acrylic conposite flooring and edging s t r1 p s amp 1 es • 2. PRODUCTS a. Finished Floorin~: Perma Grain flooring in "G6thic" Oak. CIIEMlCAL COf1P,'\~lY, Division of Atlantic Richfield. Co1,1pany. thick in panels 12" x 12 11 square edgeJ. The panel shall sd as to have four sections. Source: ARCO Size: 5/16 11 iJe constructed b. Sealer: c~ ·Adhesive: GRACE COHSTRUCTIOil PRODUCTS 11 [.poxtite Binder 02385 11 As recommended· by manufacturer. d. Ar cld t C? ct u r a 1 Tri Pl : Ed g i n g s tr i p s , ' , f ea tu r. e s t ri p s , bands , pi ck ct s , etc., standard as manufact.ured ·by finish flooring manufacturer. 3. EXECUTIOII . \ 3.1 Inspection: Carefully inspect all s11rfaces to receive finish flooring. Do not apply rna·terials u·ntil an-y necess~ry corrections are 1r"rade. · 3.2 Installation: Install flooring syster1 in strict accordance wi'th ianufacturer's latest printed instructions and as spcc~ficd. · Deliver f1 o o r i 11 ~ t o b u il d i n g i n d r y 1·1 e a t lJ ~ r o n l .Y a n d s t o r e i n b u i l d i n g o fl 1 y 1-1 h e fl interior concrete and other work is dry, END 0~ SECTIOII - 1. GEllERAL SECTION 09555 WOOD FLOOR ING 1.1 Scoee: Furnish materials and perform labor required to execute this Nork as indicated on the drawings, as specified herein, complete. 1.2 Related Documents: Associated 1·1ork specified in the other sections: a. Wood Dance Floor. 1.3 Delivery and Storage: Finish flooring shall not be Jelivered to ti1e building in damp or wet weather, or stored or installed in a part of the buildin-g .until the interior plastering, cerr1ent finis.ii anJ otller 11ork is dry as determined by the representative of the /\rcilitect. The flooring 1t1aterial shall be ~tored in the building for at least three Jays prior to laying. 1. 4 Mo i s t u re T es t : A s a r a p i d t e s t fo r c o n c re te s u r fa c e d r y n e s s , a f t e r breaking surface of concrete witi1 clal'/ of har,mer, place a fe\•/ drops of a J,; solution of phenolphthalein in grain alco;1ol on tile slab at various places. If a deep red color forms 1·1it11in 5 1•li11utes, tile slab is still too 1·1et for i n s ta 11 at i o n • . Thi s t es t i s v a 1 i d o 11 1 y o v e r a c 1 e .a n , u n tr ea t_ e d co 11 c re t e surface. 2. PRODUCTS 2.l 11ate·dals: a. Prefinisi1ed Flooring: Prefi11is11ed, lightly distressed antiqut~ cJraJe Oal: p 1 a n t f l o o r i n g , 2 '.J / 3 2 11 t ll i c k , 4 11 x 6 " a n d 3 " vii d t iJ s , r a n do 11 l e n '.J t , 1 s , V - grooved sides and ends, as manufactured by T & C of California, P.O. Box 3622, South El :1onte, California 91733, phone 213/41i2-G9;.,o, t11e standard product specified is knol'1n as 11 Nestern 11 U;ik .Plant Floorin(J or approveJ equal. !latching samples approved by Architect. b, :1astic: Shall have an asphalt base and shall be manufactured for use in laying over a concrete subfloor. Provide IJRUCE FLOORI'.lG "Colt.!stick" or CHEVROIJ /\SPHALT "Laykold". c. Felt: 15 lb. asrihalt saturated, conforming to ;\ST!1 D22G'. d. Subfloor: 3/4". thick DFPA Underlaymerit, CC plu0ged, EXT ~PA. e. Colored Hax: Liquid Dura Finisi1. 3. EXECUTIOfl 3.1 Inspection: The subcontractor for tlie finish floors shall exa1~ine the areas to receive floors and assure himself tl!at the substratu1:i is in proper conditio·11 to receive tile flooring. He si1all see ti1at tlle depressed concrete floor slab is level, free from projections or derressions ti1at 1:1ay form an uneven bearing for the floor and shall report to the representative of the Architect, any defects \'Illich tend to prevent.the laying of finisneJ floor system as sp~cified. 3.2 Floor Slab Preparation: Grind do1·111 nigh spots and fill depressions. Fill joints and tlefocts in depressed concr~te floor slab and sand smooth. 3.3 Installation: Apply underlayment to concrete floor slab starting with mastic. Two thickness of membr~ne waterproofing consisting of felt set in floor mastic w.itil offset joints on 2nd sheet. Floor mastic siiall be applied 09555 - 1 - - to concrete and on top of 1st layer of felt. Over dry fel~ install sub-floor, shot into concrete aprroximately 2 foot o.c. each 1·1ay. eacll strip of prefinished flooring witil 2" po1-1er'cleats blind nailed to 50 degrees to floor at approximately 10" o.c. plywood Install at 45 3.4 Finishing: Immediately after floors !lave been laid, steel 11ool '11iti1 No: 3 steel wool and apply colored liquid Dura Finish. Let dry 30 rni~utes and buff wit,h polishing brush. E ND O F S E CTI 0 r~ 09555 - 2 - - S.ECTION 09650 RE S I LI E NT F L O.O'R ING 1. GENERAL 1.1 Samples: Submit for approval of Architect, two samples of each color and type of resilient flooring and ~ase selected. 2. PRODUCTS 2 .1 l-1ateri al s: a. Sheet Vinyl: .09011 thickness, 6 foot l'li<lth, colors ·and patterns as selected, moisture-rasistant backing for on-grade installation, as manufactured by ARMSTRONG or approved equal. b. Tap~~et Base: Top set rubber l/811 thick Commercial Series col~r. Insid.e corners job formed, outside corners preformed. Manufa.cturer: BURKE RU~BER COMPANY. Color as indicated in Color Schedule. c. Vinyl Beveled Edging: 111 wide, l/811 thick, solid colors as selected. ARMSTRONG KENTILE or approved equal. d. Primers and Adhesives: Brand and types approved by the manufacturer. e. Metal Edging (At 1-J.I.C. Carpet Edge): 1/211 X l/811 , Aluminum extruded angle, 1/2" x f. -Stair Treads: BURKE square nose safety treads, l/8 11 thick, length as required. Color and pattern as selected. 3 • E X EC U TI O I~ 3.1 Sub-Floor Pre~aration: a. Inspection: Carefully inspect surfaces to receive flooring and base. b •. Do not apply materials until any necessary corrections are made. Concrete: Perform moisture and bonding tests on all concrete surfaces to receive resilient flooring. Do not install flooring until' any hyrostatic pressure, excessive moisture or exce~sive alkali condition has been corrected. Level ~11 surfaces; grind down high spots and fill depressions. c. Cleaning: Thoroughly clean sub-floor surfaces. Leave dry, broom clean and free of grease, oil, paints, hard~ners, dirt and the like. 3.2 Installation: a. General: Install flooring stair treads and base in strict accordance with· manufacturer's instructions. Lay with tight joints, true level and even. b. Sheet Vinyl: method may be instructions. Either used, pe ri meter in strict bonding or conventional installation accordance with manufacturer's c. Base: Install base. Return and scribe base to door jambs. 3.3 Cleaning: Immediately before acceptance of building, thoroughly clean floors and base with neutral cl~aner. COC0 1S/REUBEN 1 S RESTAURANTS Carlsbad, California END OF SECT IOH 09650 -1 - - SECTIOU 09900 PA INTI NG 1. GEIJERAL . 1.1 Scope: , a. Furnish and install painting work as specified and as shown, complete. The work of this Section includes the cleaning and preparation of all surfaces to be painted or finished, and the painting and finishinn of all interior and exterior s~rfaces unless hereinafter excluded. See Finish Schedules on drawings. 1.2 Paint: As used herein. means all co-ating systems materials, including pr1mers, emulsions, enamels, stains, sealers and fillers, and other applied materials whether used as prime, intermediate, or finish coats. 1. 3 Work N.o t To Be Pai n t.e d : a. In general, the following items will not require finishing unless specifically designated. 1. Work having complete factory finish other than prime coat, with exceptions herein specified. 2. Anodiied Aluminum, stainless Steel, brass, bronze an~ plated finished metal (not zinc or cadmium). 3. flame plates and label or stamped designation of sizes, qualities, or ~tandard of manufacture on mechanical equipment. _4. Hetal plated work and uncovered pipes ·or fixtures in roof spaces. 5. Finish Hardware, except prime-coated items.· 6. Walking surfaces. 1.4 Painting Work By Other Trades: Examine drawings and specifications, including requirements specified in other sections for painting work by other trades. Notify Architect in writing of any conflict between 1·1-ork of this section and that of ot~er trades and sections, and any errors, omissions or impractical require~ents. All surfaces that are left unfinished by th.e requirements of their sp·ecification shall be painted or . finished as specified as work of this section. 1.5 Approved Equal: Materials or products specified herein by trade name shall be provided as specified. References to brand names shall be interpreted as establishing a standard of quality and shall not be construed as limiting competition. Br.and names where used in -specifi'cations shall be presumed to be followed by words "or approved equal~. Such approval will be granted only as set forth in Art. 7, Par. 7.9 of General Conditions, and with certification that materials submttted are equal or superior to brand named in specifications in construction, efficiency and utility. 1.6 Data Submittal: Submit 5 copies of data to Architect for approval, coverihg all paint materials proposed for use. For· each specified paint system, include manufacturer1 s name, product number and paint description. 1.7 Color Samples: After receipt of A~chitect1 s color schedule, submit three 8-1/2" x 11" painted samples of colors ·s.elected, and three· 611 x 12" samples of natural wood finishes, for approval. Natural wood finishes as scheduled, COC0 1 S/REUBEN 1 S RESTAURANTS Carlsbac;I, California 09900 -1 - - shall be on same species and grades of woods installed as work of this project. Make brush-out of stained (not lacquered) wood using system as scheduled. Use clear blending formula if required to achieve approved brush-out effect. Approximately 50% of all detail and trim will be dark tone. Do not proceed with painting work until color samples ha,ve been approved. 1.8 Protection: Protect all adjacent work and materials by suitable covering, drop cloths or other acceptable methods during progress of the work. 1.9 Barricades and "Wet Paint" Signs: Maintain during the course of the work. 2. PRODUCTS 2.1 Paint System: Unless otherwise specified or approved, use paint products of one manufacturer. Oils, thinners, dryers, primers and catalysts shall-be approved for use by manufacturer of paint. 2.2 Manufacturers: Manufacturer 1 s·catalo.g names and numbers are used to aid in establishing kind and quality of material required and are not used as an i n di cat i on of co 1 or des i red. a. Opaque Paint and Hardwood Transparent Finish Materials: Systems specified herein, are products of the srnCLAIR PAINT COMPAilY. General opaque and hardwood transparent finish products manufactured by the following will be acceptable, as approved. GL IDlJEN DEVOE PAINT DIVISION NATIONAL LEAD CO. PITTSBURGH PLATE GLASS CO. b. Stains (Softwoods): Stain manufactured by OLYMPIC STAIN. (softwood) are as follows: BEHR SHERWIN WILLIAMS CO. PRATT & LAMBERT, INC. KELLY MOORE systems specified herein are materials as Other acceptable manufacturers of stains 2.3 Delivery and Certification: ·Paints shall be ready mixed and all paints, varnishes, enamels, lacquers, stains, paste fillers and similar materials must be delivered to job site in original containers, Hith seals unbroken and labels intact. Each container shall be labeled by manufacturer; labels shall give manufacturer's name, type of paint, color· of pain~, and instructions for reducing. Provide manufacturer's c~rtification of compliance l'lith the specifications 1·/ith each shipment. 2.4 Mixina= Open and mix ingredients on the job. Thinning shall be done in · accor ance with directions of manufacturer. 3. EXECUTION 3.1 Condition of Surfaces: Examine surfaces to be finished under this section and see that new work of other t-rades has been left or installed in satisfactory condition to receive paint, stain or specified finishes. Do not apply materials until any necessary corrections are made. 3.2 Preparation of Surfaces: All surfaces to be cleaned and floors in room being p~inted sha]J be cleaned free of all loose dirt and dust before painting is started. Paint bottom edge of wood doors. a. lfood: All surfaces shall be clean and dry. Sandpaper smooth wood to provide an even surface and then cj1.1st off and wipe clean. Touch up all knots and pitch pockets with shellac on interior wood and with outside sealer on exterior work. After priming toat has been applied, thoroug~ly COCO'S/REUBEN'S RESTAURANTS Carlsbad, California 09900 - 2 - fill all nail holes, irregularities and cracks; use plastic wood filler for stained or natural finish and putty for painted work. b. Uncoated Steel and Iron: Wash all surfaces with mineral spirits to remove any dirt or grease before· applying paint. Where rust or scale is present, it shall be wire brushed ancisandpapered clean. Clean field welds and abraded portions of field welded and erected ferrous metal .. components. c. Shop Coated Metal Work: Thoroughly clean off all oil, grease, dirt and foreign matter. Spot prime field connections, welds, soldered joints, and burned and abraded portions. Factory finished surfaces indicated to be repainted shall be sanded or etched to increase adherence of-finish coats. d. Galvanized Metal Mill-finished Aluminum and Copper: w1th steel wool and digrease with s~lvent. Thoroughly clean e. Concrete and Masonry: Properly prepare surfaces where efflorescence exists with approved acid base wash. Fill minor surface defects and cracks with a mixt~re of acrylic paint and spacklin~ compound. f. Hardware, Fixtures, Equipment: Switch and receptacle plates, surface- mounted lighting fixtures, finish frames of recessed lighting fixtures, escutcheons and plates, surf&ce-mounted equipment, free-standing equipment blocking access to painted surfaces, grilles and louvers at ducts opening into finished spaces, and other items as required shall be removed from surfaces to be painted and reinstalled after completion of painting work. 3.3 Apelication: Apply paint to clean, dry, prepared surfaces only. Apply all paint material evenly, smoothly flowed on without runs or sags. Do not apply exterior paint during rainy, damp, foggy or excessively windy weather. Arrange for temrorary heat required for interior painting, as required. a. Included Work: Tops, bottoms, and edge~ of 1oors shall be finished same as balance of door after door has been fitted by Carpenter. Where doors open into rooms or spaces having different finishes, communicating doors shall hav·e edges finis-hed as directe·d. \-Jllere walls are specified to be painted, all columns, arrises, reveals, soffits, returns, and the like shall be included. b. Priming: Where shop coats are specified under othe~ sections pf the work, omit prime coat but do all necessary spot priming. Prime all ungalvanized ferrous metals. Prime all doors requiring paint, as soon as possible after <;lelivery to job. Prirne all edges created by louver and glazing cut-outs. Surfaces to be primed shall be clean, dry, sanded and properly prepared to receive paint. c. Batkpriming: Backpaint all exterior siding and delivery to job. Backprime all edges, ends, backsides of such wood, including backs, end shelving. Such surfaces shall be clean, dry, prepared to receive the ~aint. trim immediately upon face undersides and and tops of casework, sanded and properly d. Staining: Reduce t~e stain with clear blending formula (blending oil) only. OLYMPIC numbering systems #709 cut 3 to 1 (oil stain), #716 cut 2 to 1 (oil to stain). Trim, rough or saw-textured woods Plant-ons, etc. specified to receive stain shall be stained specified to receive stain shall be stained 1st coat system before erection and shall receive 2nd coat after material is in place. 3.4 Paint System Schedule: Paint are designated 1n "Schedules", COCO'S/REUBEN'S RESTAURANTS Carlsbad, California all exposed surfaces whether or not colors except where the natural finish of the b99QO - 3 - material is specifically noted as a surface not to be painted. or surfaces are not ~pecifically mentioned; paint' these the same similar material or areas using the proper "system" for the receive coatings. a. Exterior: 1. Medium Density Overlaid Doors: 1st Coat: No. 248 Sash & Trim Primer 2nd Coat: No. 250 Sash & Trim Enamel Applicatfon to doors. shall be with shortnap _ro l i ~r. 2. 1-/ood Doors (See Scheduled), Stain Finish: ls t and 2nd Coats: Semi-transparent stain 3. Fir Ply1:.iood Siding; Stain Finish: 1st and 2nd Coats: Semi-transparent stain 4. Wood Trim, Fascias, Columns, Jambs and tfollions, Door ¢and Gate Stiles¼ and Posts Stain Finish: 1st and 2rrd Coats: Semi-transparent stain . 5. Ferrous Metal: 1st Coat: Ho. 20 Red Le~d Primer (Omit on factory or pre-primed work) 2nd Coat: Ho. 248 Sash & Trim Primer 3rd Co~t: Ho. 250 Sash & Trim Enamel Where i terns as adjacent surfaces to 6. Galvanized Metal: After cleaning .metal and applying one coat of a commercial metal etch, coat all galvanized metal with tile following: Pretreatment: No. 7"113 Vinyl Wash Primer Pril:1er: ;lo. 25 Zinc Dust Zinc Oxide Primer 2nd & 3rd Coats: MG-6 Exterior semi-gloss finish. 7. Aluminum(Hill-fin·is-hed) and Copper: Match adjacent surfaces. !lo, 26 Zinc Chormate Pri.mer 1st Coat: 2nd Coat: 3rd Coat: No. 975 Sinco Prime Undercoater Ho. MG-6 semi-gloss enamel 8 •. Mortar-washed Slumpblock, Exposed Concrete: 1st Coat: No. 320 Cinderblock paint 2nd Coat:. !lo. 1300 Stuc-o-Life 100% Acrylic or One Coat: TNEHEC "Tnemec-crete" b. Interior Schedule of Finishes: 1. Gloss Finish PG Surface (a) Doors, Frames, Shelves: 1st & 2nd Coats: #975 Sinco Prime Undercoater COCO'S/REUBEN'S RESTAURANTS Carlsbad, California 09900 - 4 ·e 3rd Coat: #800 Sinco Gloss Enamel 2. Semi-Gloss Finish Surface (a} Ferrous Metal: PSG Primer: #20 Red Lead Primer ~ Finish Coats 2nd Coat: #975 Sinco Prime Undercoater 3'rd· Coat: #1800 Sinco Satin Enamel . (b} Dry.wall (Smooth and/or Textured): Roller application in Service.Areas. . 1st Coat: 2nd Coat: · 3rd Coat: #1770 ·Pigmented P.V.A. Sealir #975 Sinco Prime Undercoater #1800 Sinco Satin Enamel · Exception (Vertical surfaces to cdffered ceiling): Match adjacent cork surfaces. (c) Wood Doors (Painted): (Roller Application) Note: Door frames and trim (Brush) -Same system and color as specified for door. 3. Flat Finish Surface (a) Drywall (Public Areas -Smooth a·nd/or Textured) 1st Coat: #1770 Pigmented PVA -Sealer 2nd Coat: #1700 Sinwall Vinyl Latex ~b} Mortar-washed Slumpblock: System as specified for exterior slumpblock. 4. Stain: (a) Cedar Paneling: 1st and 2nd Coats: Semi-transparent stain (b) Interior Softwood Millwork an~ Trim (D.F. or Cedar}: Columns, Beams, Mullions ana Bases. 1st and 2nd Coats: Semi-transparent Stain (c} ·D.F. Columns, Frames, Sills, Ceiling Battens (Rough or Saw-textured): 1st and 2nd Coats: Semi-transparent stain (d} Hardwood Doors (Inter.ior Face, Tran$parent Finish}: See Color Schedule. 1st Coat: No. 1550 Colormatic !load Stain lnd Coat: Ho. 2610 Water White Sanding Sealer 3rd & 4th Coats: No. 2613 Water White Velvet Lacquer COCO'S/REUBEN'S RESTAURANTS Carlsbad, California 09900 - 5 - - - c. Special Painting Requirements: 1. Codes and Standards: Conform work and materials to latest rules of local County Department of Public Health, regulations of State Fire Marshal, and all local or State Ordinances, etc., having jurisdiction. Conform to the most stringent requirements and authorities having jurisdiction. 2. Mechanical and Electrical Work: (a) General: Paint exposed exterior and interior plumbing, heating a~d electrical equipment, apparatus, conduits, pipes and-fittings, supports and hangers and all ottier unfinished surfaces of mechanical and electrical work. (b) Equipment in Finished Rooms: Paint panelboard fronts and ot~er equipment having a factory finish, occurring in rooms other than storage, mechanical and custodial. Paint Speakeri Ii. V~ & A.C. Grilles-Diffusers and Light Fixture frames, color to match a~jacent ceiling. · (c) Plumbing Fixtu.res: Paint unfinished exrosed surfaces two coats to match adjoining walls. (d) Equipment on Roof: Paint white, all mechanical and electrical equipment, ducts, vents and the like. · (e) Flat Black: Paint flat black all portions of-decorative hood; ducts visible through grilles and registers; ceiling surfaces covered by ceiling batte.ns and . reveals at edges of applied acoustical treated areas. 3. Acoustical Tile: Schedule. COCO'S/REUBEN'S RESTAURANTS Carlsbad, California Non-brid9ing paint. Color as noted in Color END OF SECT ION 09900 6 "-e· . SECTIOll 0~950 VIUYL l/1,LL CO V EH IUG l. GEl~ERAL 1.1 Samples: i-lilen requested,· submit \·tal.l .covering samples in colors and patterns designated ·oy Architect. -2. PRODUCTS 2 • 1 V i n y l W a 11 Co v e r i n g : V I CR TE X Mo n ta g e , 11 Exp re s s o 11 , o r o t il e r e q u i v a l e n t fabric selected by Architect. 2.2 Cotner Trim (Vinyl W.C. to ~aint): TRIMEDGE A-512-T.L~S, Brite. 2.3 ·Primer and Adnesives: 3. EXECUTIOH .As recommended by vinyl wall covering manufacturer. 3.1 Inspection: Examine surfaces to receive covering. Do not apply materials, until any necessary corrections are made. 3.2 Test fo.r Surface Condition: Perform moisture test on plaster surfaces to ~-3 receive coverini. Insure proper bonding conditions. Application: Sand higi1 spots and spackle 1011 areas of plaster and gypsur.i lioa.rd surfaces to elirninate any imperfections that may shoH througn faiJric. Prime surfaces and apply fabric in accordance 1Jith manufacturer's recommendations, vertically 1·1ith no i1orizontal joints. Leave 1·1ork free of blistered areas, dirt, stains, excess adhesive or other defects. At termination of vinyl wall covering occurring at corners, provide corner triu \dth tap-do1m adapter to prvtect vinyl 1,alJ covering edges. mo OF SECTIOH 0~950 --1 - ~--( I -~ •• ·-( SECi_i',;_:I lUUJu lllSCELLAll[llU'.; '.;Pl:CIAlTl[S 1. GEIIERAL l. l Shop Dr,:n,~s: Suur:ii t ncncrt11 Co11Jftions. • 111a nu fact u re r 1 $ catalog du ta. in acconlance 1-1i th 2. PRODUCTS • 2 • l P l as ti c La 111 i n a t c To i 1 e t Pa r t i t j o n s : a. Type and flanufilctur~: Floor mounted, overllr:au braced type, fulfilii11tJ ·manufacturer's latest Jetoils. Provide S,\liY i·!U1\L PIWl)UCT__S ~J. 11 Sanyplastic 11 • ltufer to Color Scl1eJule for fi11i'.;1i, b. Installation: Erect compurtrnents riqic.J, str.:1ir:illt. plu1,11J a11c.J level, iu S t r1 C t . il C C O rd il ll C C \·Ii th Ill ,rn U f iJ C (: U r l: I' 1 $ p r i ll t l! ti S p l! C i f i C u t i U II 5 ;lil J instructions. 2 • 2 Al u 111 i n u r.1 Ki t c 11 e n D o o rs : Prov i ti e ti o u b l e a c t i r11J s c lf -c l o s i n u tl o o rs . lH1 J " alu1iiinurn unoy dour 1~fth Delta for111od vcrticul t!U!JL!S, l'rovi-Jl! 1/\" L>y lv" v1s1on \-lindo11 anu self-closit\CJ l1ar<.111ar1'., lJuor fucirHJ slla1l ue FUlilllC/\ hi'.)h pressure plastic lui.1inc.1te IJUtl, sides. Puttcr11 01\c.l color ilS nutcJ in fi11i:..il s ch e Jul e \/ i t h ·s t u i n l e s s s tee ·1 I; i c I: p l.:1 t e u o t Ii s i de s , Ty p e : t LI AS l) fl II l u !.. y S11inu 11 or l~HfIEGrn 5THL PHUUUCTS cu •• 11 /\lu1aa-s1·iin1J 11 • 2 • 3 M e t ii 1 S II e 1 f : I' r o v i c.l e R [ P U I: LI C II C o.u n t c r To p 11 ( I: o t h i: 11 d s f i II i s I I e d ) , J (J 11 2.4 10.119,· lil" Jeep. Top drilled anJ di1:ipled for attachinrJ to an!fle l>r«cl;et:; Hitl1 F.11. 111acl1111e scr<!I'/, Sl1clf ·unit. cu1.1plde 11itll tllo (2) 11elJec.J i111:1le I..> r a c ,~ e t s • l -1 / 2 11 x l - 1 / 2 11 x J / 1 G " ,111 !J l e 1, i l Ii l ~ " 1 o 11 !J h o r i z o 11 t a 1 l c g s t1 11 d 12 11 long vertical leqs. L:racl;l!ts sllull. IH! tr·u1! :JU de<Jrecs, "scarfell" enu!.. ilnd JrillcJ for 1:10u11tinv to 11all t.111t.l Lu reci.:ive shelf. Color: Ueive, Storilt Cabinet: RcsiJe11tial qu<1lHy stqel 11all storage unit, 'speci 1cat1011s is based on Sl.'\l{S-IW[l:Uct: 11,111 unit :10, ·c:>11 .S455 (e.:isic Ito. letter suffix adtlec.J to 11u1.1uer as pc:r l.:1t.est cutillou}, llount on 11all 11itl1 l>.racket-typc support. [IIIJ OF SE Cl 1011 10000 -l , I t ... e !. .\ i .le '· ,I !.I r:no11 1 . :19 KITCII( II f.Q 111 PIH: !IT /\II fl FI XTIIIU:S .-... ··~ J • . .. I ~ -... . ~ : ,, . ~. ~ • ·.r-': ... · 1. GEUERAL . l.l Scohe: Coordinate and be responsible for the proper execution of the work ·. as ercin specified, General Contractor l'/Orkmanship as noted anci as _: .... "Jirectel.1 on 11 1<11 dr&~liu~s and as specified. belo1v is~ of this Section. a, Measureable Site: General Contr.ictor !ihctl1 ii11ve accomplished thl! rol lcnd O 9 p r i O r t O j O l) Ill C d S U r C Ill C ll L b Y ~d t C Ii l! 11 . C LI u l p III C n t ~ 11 Q f i X t u r t.: con~ractor. l, All exterior ·wall~ up. ' . 2, All interior wall and b-.1$C plates~ relevant to Hayg,d's fixtures iostallt:!d, J. 1\11 curbs and d~pri:ssion (..iz :.;11ul'ln on H..iy9al 1 s sliil.J an.t.1 fra111tn9 pl.an) framed or poured, 4, Other architectural work relevant to Ray9al's fixtures located and installed, t,, Area Clcan-ue: Provide l.iroum cle1111 <.1ri:a!i for iu:;·t.:illation ·of equipment ~fixture~. Cl.ean-:-up il11cl lli:;pu:;c uf t.:..ino11:., tr..i~h, cri.ltC!i, debris, ~ t c • , r c ~ u l t i n g fro 111 1w r k :. p cc.: i f i c J I I l! r l! i 11 • c. Uatices: Uefor~ pourin9 floor sLll.Js ..i11J clo:;i11\J in of \'lolls, give 4111µle no~ 1 cc for i n s p I.! c ti on to H ..i y '.I a l Di.::; i 'J-11 /\ ·., u c i ..i L i.!:; • I II c , H ct' c r to A rt.. "St!pariite Contri.lctor:.'' 11s :ipccificiJ LiL!lu11. d, Receipt and stora11e on site of equip111ent .:i11J fixtures-11hich art.! furnishcJ by.Orrncr u11c.1cr "Kitche11 liquip1111.:11t ..iuJ FixLurl!" ,011lr11ct. e, Connecti.ons: Connection of !'.l!rvice~ to spcCl ffc:J7·n 11 K11 c.ira11in\JS 1vllicll .-ire fur11 i:;h.t.:c.1 ····contract. tlll.!. equipment and fixtures l;y U1111cr under ~l!pH11ti.: f. Related \fork Specified El!;e~,hen!! Refer' to 11 K11 ur·,:nlinus for connection requirc:1111.:nt~ ~nJ-}Jc:11cr11111uLi.::; 011 i11:.t11ll..itiun of 1.:,pJ1p111ent, : ! l, Plu11Jhinq: 1/nrl: of Sl!Ction 11 Pl111·1ld11n'' i11cl11dcis con11act1o'ns. to s '1 r V i C t! 'i i i n t Cl r r, fl n 11 ll q i O ll s () f () q t 11 () I w 11 tj f 1 u II I' d I' id "~ 1 n V 1 C l f) it y u f . . !,' ! : 1 n d 1 r c: ~ i d r ili n o II t l ,: t !; ; f i111 c: u 1. s " n , I · L r i 11 , : . ·:::-:!. (lcctrfc,,l: All linn s1·titr.h£t!i, !ii1f11ty c11tynuts, r.ci11trol nnncils, fuse · .. ( .:· hoxcs 4n1I other controls, 1il1ict1·ii:,1l 1·11c,:11UH:l1i:. un,l c~ns tCl fit s,1nl!; ';, :· : fittinCJS un,I r.n111111r.tio11~, · 11xi:1111t ii!. ol11e1•111sc liflOCif1od 1n Scctiun .·i., ··· "~loi:;trical", t:Jn,:tric,11 f.nnt1•,1i:tor, ~i1!i:ti1111 11 t"1nc~rtc«l 11 , 11\°ll 1·1;il;i: f 1 n a l CO n nu C t i On tu t ll I) I> II i 1 I I i fl \I fr (I"' ,I l l .i 1111 C t i u II Ii OX O s f I I 1' flotc: Tllo roijf)!1-111 ,11riro11sio11s ,,ntorl 011 t!,n 1:1 tclrnn ccpiip1:rn11t dr1\t1lnns ·-lillall i)ovorn, Tho loci1tiot1 of ru11ql1"i11:. 1111cl !it1il1-u11ts 11otu1l on tlHl '• I ' • I." •.' •.' ·mochi.1111c111 nn,I nlr.ctr1c,i1 d1·i11111111r. ,Hn r,cl1111;J~t1c In 1rnt1.1rci i111J tl\11 . non6r«\ Cnntri\ctor !illilll vorifv ,111 1'r1L,ql1~111 loclltions \·d,tll tlH~ kttch~n ,In11111nqs hufuru proc,111di11111·1itll 111i;t11lliJt1nn, 1,?. Snnis.r.ttn r.nntri\Ct!lt IH1vnn1 l>o!i1nn. i\1ir.11r:11lt11r., Jnr., (l11:i11 011ftur rafarrud tn iii7h,vna1) hilli a contttuct 1·1itll f·'i11' l·lw,t !i11rvi1.1::i; Jue, to furn1sll A)l !tun~ IIHH'/fl 00 thll c.i~111n1111111t i\1'111 f111'11hl111111 .. Hlw1l.1,l11 llfl Slt1111t n-1 of ni.lV!]"ls $1./t .: 41 f.. fl l i\ n s f o r th 15 n r n .1 u c t • · ' I I ll40U -l • > I ·' - r -. \ .. e· 1.3 . a • Gene r a l : Ray g a l f a b r i c a t o rs re q u i r e s i x { 6 ) t o e·i g h t ( 8 ) \'I e e k s f o r fabricaticin after site has been ~ob measured. b. Raynals installers 1-1il1 ref!uirc a.ppro.xirnately three 1~eeks on the joh to complete ttrnir installatfon of the custom b11ilt sheet MP.tal equipment anc1 wood cabinetry, l, First trucl:, (prohahly a '10 ft. van) shn11 arrive a the joh site aporoximately three v,eeks prior to the estc1hlishect opening date of the resta.urant, Contents: All custor-i built sheet 1'letal equipment sh01·1n on Raygal plans, Sheet #K-1. as "R" iteMs and all of the equipncnt itcr1s shown on Rayqal plans Sheet #K-1 as "A" itcr1s. Ray~als installers shall place all cquinment in the ap~roxirnate areas it will he installed in and nroceed \'dth their actual installaticrn the fol101'1ina day, 2~ Second truck (probahly a 4~ ft. van) shall ~rrive at the job site approxi(llatelv three days after th·c first lo·ad, Contents: All custon built cabinetry shm-in on flayrials plans Sheet #1~-l as 11 C11 , 11 F", and 11 G11• items. Thase items shall also he nlaced in t~e areas 1n which they will ·be installed and the actual installation to start irmcuiatelv. Other itens shall.arrive at the job site during installation and ~t the last phase of installation. 3. Carpetini:i: · Raycial_s carpet installe.rs shall deliver and complete 'the carpet installation during the last .week prior to t~e restaurant ·q_p~Q~ ng. -. . 4. Notices: Rajria1 shall r.iake at LEAST two field trip; to the job site • dur1ng construction. The first trip to be prior to puuring the slab and after completion of all under0round nlur1bing, electrical, and refrigeration conduit. The second field trip after completion of interior frar1inn and exterior 1-1a1ls and the installation of plumbin!l and electrical in the wall·s and oartitioris and before· the \'ialls arc wrapped uo or closed in. Raygal shall be given at least one week flQtice by_the genfrral contractor prior to the date the job 1-1111 be teqdy for each field trip. · 5. Coordination: Plumber and-El~ctric:ian shall he present at the. job· · site durino·installation of Kitchen Equipment and Fixtures and shall ma~e the· necessary connections to the fixture~ and equipment per 4rchitects nlans and snecifications. Air conditfontng contractor (or sheet metal) shall be nres~nt tp nake the connections of ducts to hoods. Raygals refrigeration contractor and installer ~,ill proceed ••· with the installation of the rernote refrigeration systcras, ·copper tubino, ·compressors, condensors a'nd coils. · Subr.i1tta1s: . A. Raygal shall furnish r,lans to sho\'r the location of a11 items to be· furnished and to indicate the plumbin" and electrical requirements and location for each piece of equ1pr1ent. navnal shall. also shew on their p1an$ other tnfornation-as required for the project~ such as the location of curbs. floor recesses, conduit for the rer1ote re·fr1neratirn sntcms, etc. · ' b, Rayoa1 p1~ns nro furn1$hed as a SERVICE to the nenora1 contractor, sub• c:o.ntractors anti architect for their use anti assitance 1n re!}artJs to exact · locAttons of fixture,, flquipr1ent, P1u~b1nn. ·and electrical to supplcncnt information on the architects plans ond to also act as AID t~ the Architect's ~echantcal and electrical engineers. Tho furn1sh1nn of plans to the /\rchitcct, General Contractor, sun-contractors and others does not obligate Rayoal ta the~ in any ~annor. 11400 2 - - l ·e. 1.4 Equilment and Furnishfnqs: Raygal's contract also includes the delivery anan~t~llation of all "equipment and fixtures shoun on sche<tule, Sheet u1:-l of Raygals p1ans. Ray~als co~tratt does not include any plumbing. electrical, ducts, notor, and fan units, or the furnishing or connecting of any valves, switches. faucets. tubing or inter-connectin9 conponents or pa:rts unless spec1fica_lly sho1·m or_ stat~d on Raynals plans. a. Sunervision: Rayqal shall have a rinresentative present at the job site during all critical phases of the entire installation. b. ~roiect Requirem~nts: l. The huildin~ shall be completely ready for·the equipment and fixtures. 2. There must be truck access to the site and to door openings fbr de11very~- 3. I\ 1 l floors finished. 4. Halls finished and stained or painter!. 5 •. Ceilin!lS finished and stained or naintcd. 6. Tile on ttalls in cookinn area to he installed hy general contractor AFTEP. shee.t metal e'luipnc:nt in that area is installed. 7. A11 plunbing, electrictl and duct work conplete and air conditionin~ contractors ready for to make electrician, Plunber ~nd connections. . 8. Walk-in-refrigerator co~nletely finished and ready for Jnstallation of shelving and refrigeration sys~en •. 9. Areas to be clear of lumber, tra~h, rubbish, etc. 10. Floors shall be broom clean for carpet'jnstallation. 11, Approximately four days FlUSt ·be allow~d after completiori of refrigeration Sy$tems and connections by the plumber and electrician to test-run all systems and ~ring the temperatures do~n to operating )cvel. Permanent power should be on at this time. 12. Time mus~ be allowed ~o test run all equipment uqder. permanent power condf t ions. 1~. General contractor must have lfght and power on the Jo~ during installation, refer to architectural spetiftcations • . 14. M1n.dows and doors must he in and buildin~ in a condition .so it can be secured ti prevent vandalism and theft; EllD OF S°Ec'T ION 11400 .. 3 • 1. . 1. 1 l. 2 .e 1. 3 ..,/,:, . ,..,., .-~ .• r -V '/ GENERAL SECTION 15050 PLUMB ING The requirements of the Agreement and General Conditions govern work under this section. • Scope: a. Work Included: Furnish all labor, materials, services, testing, transportation, and equipment necessary for and reasonably incicental to th~ completion of all plumbing indicated on drawings and specified .herein. The work included consists of the following major items and. all work incidental t:hereto. 1. General plumbing materials and installation. 2. Plumbing fixtures and equipment. 3. Water, gas, waste and vent piping systems. 4. Excavation and backfilling· for all underground lines. 5. Access panels, yard boxes and accessories completely installed. 6. Condensate drain piping from Air Conditioning equipment. 7. Final water and gas connections to heatin~ and ventilating equipment. 8. Roof, overflow and storm d-rain.piping systems as indicated on drawings. 9, Tests. 10. Rough-in and final connection to kitchen equipment. 11. Ruel oil pumps, piping and tanks as indi.cated on drawings. b. ~ork Not Included: 1. Electrical work: 2. Concrete work, except as indicated.· 3. Finish painting of materials and equipment. 4. F~rnishing and installation of kitchen and bar equipment. Sp e ci a 1 Re g.u i rem en ts : a. Orawi ngs: , 1. Because of the small scale of the drawings, it is not possible to indicate all offsets, fittings and accessories which may be re- quired. The Contractor shall carefully investigate the conditions surrounding the installation of his work furnishing the necessary fittings, valves, traps, etc., which may be required to complete the installation. 2. The general arrangement indicated on. the drawings shal1 be followed as closely as possible. In the event a field condition arises which makes it impossible or impractical to install the work as . indicated on the drawings, the Contractor shall submit in writing the proposed "departure" tQ the Architect for his approval. Only when notified to do so in writing by the Architect shall the Con- tractor proceed with the installation of the II departure11 • ·3, In case of a difference in the specifications or drawings, or be- tween the ,pecifications and the drawings, the Contractor shall figure the most expensive alt_ernative and, after award of contract, shall secure directions from the Architect. b. Code Requirements: All material~ and equipment for the plumbing system s'.hall comply with and be installed in accordance with all the require- ments of all legally constituted public authorities having jurisdiction, inclµding all County and local ordinances, The Safety Orders of the State -Industrial Accident Commission, and rules and regulations of the Nation- al Fire Protection Association. 15050-1 - - - c. d. .... Meter Permits and Inspections: lhis Contractor must obtain. and pay all fees for permits, licenses, inspections, etc. which are required by all legally constituted authorities, and make all necessary arrangements with. utility companies for meter installa- tion and sewer connections. This contractor shall prepare plumb- ing riser diagrams as necessary for securing permits. As-Built Drawtn~s: This Contractor·shall obtain from the Architect, and ,eep up to date, two· (2) sets of accurately dimensioned blueline prints showing all work which is installed differently than shown on th'e drawings. This shall include locations, depth of buried piping, cleanouts, shut-off valves, sewer invert elevations, tees, etc. e. Submittal of Materials,· Fixtures-and Equipment: As soo~ as possible and within thirty (30) days after award of the contract, and be- fore their purchase, the Contractor shall submit five (5) bound booklets in index form containing a complete list of materials, fixtures, equipment, etc., he is tci furnish for the installation. The list shall also include the manufacturer 1 s names,. address·es, catalog numbers, trade names, etc. ~·of the mate~ials, fixtures, and equipment he is to furnish. All equipment and materials shall be submitted at one time. f. Teiting and Adjusting: g. 1. 1esting requirements of serviciAg utilities shall be included. 2. Testing shall be conducted under the direction of the Architect. 3. Piping: Each p1p1ng system shall be tested as specified below in sections or upon completion of systems, or both. However piping shall not be concealed unti·l it has-been tested, i n s p e ct e d a n d a p p r o v e d . Te s t t i me w i l l b e a c c r.u e d on 1 y w h i 1 e full head pressure is permissible. It s~all be the respon- sibility of the Contractor to remov~ during. test.anything on system that will not withstand pipe ~est pressure called for below~ and replace on completion of testing. All equipment damage resulting from negligence is the responsibility of the Contractor. 4. Special Note: Testing of systems such as soil, waste and vent. which may be covered by local, state or national codes, shall be tested as herein noted or in accordance with applicable codes, whichever is the most rigid. System Soil, water storm drain downspout. A. C. drain Water lines Gas ( and oi 1) Lines Medium Water Pressure Top of highest Water 150 ·psi Pneumatic 60 psig Duration Tolerance 2 hour No Joint sweat 2 hours 2 hours None, except temp.change None; with soap suds joint test Guarantees: Contractor-furnished equipment, fixtures and wor·k shall be guaranteed for a period of one (1) year from the date of acceptance against defective materials and workmanship. Such defects discovered during the period shall be promptly cotrected at no expense to the Owner. ,15050 -2 1.4 ( __ _ 2. 2. 1 Workman sh i. p: a. General Plumbing Insta1·1ation: Installation methods and procedures outlined are general and any specific method and procedure that is specified under "Material~" shall take precedent over those specifted herein. b. locations and A~cessibility:• Install equipment for eas~ of mainten- ance and repair. If changes in the indicated locations or arrange- ments are required, they shall be made without additional charges, provided the change is ordered before the work is installed and no extra labor or materials are required. c. Openings: Furnish information to the other trades on size and loca- tion of openings which are required in walls, slabs, etc., for conduit piping, and ~quipment at the proper times. Any additional openings or changes to existing ones shall be provided as outlined under 11 Cutting & Patching". d. Cutting and Patching: Do all drilling, cutting and patching of the ~Sneral cbnstruction work, rough finish and trim which may ~e of the 5ame materials, workmanship and finish as the original work and accur- ately match tne surrounding work in both appearance and its original strength. · · · e. Closing-In of Uninspected Work: Do-not allow or cause any of work to be covered up or enc1osed until it has been inspected, tested and approved by the Owner 1s representative. Should any of his work be enclosed or covered up befor~ such inspection and test, he shall at his own expense uncover the work and, afte~ it has been inspected, tested and approved, make all repairs with such materials as may be necessary to restore all his work and that of the other trades to its original and proper conditions. MATERIALS AND INSTALLATION Excavation, Trenching and Backfill: Do all necessary trench excavation, shoring, backfilling, and compacti~n required for the proper laying of the pipe lines. . . a. Bottom of the Trenches: Cut to grade and excavate bell holes to insure the pipes bearing for t~eir entire length upon the outside periphery of the lower third of the pipe. b. Backfill and Compaction: 1~ Backfill all pipe trenches with imported sand. Backfill shall con- sist of sand 2 inches below pipe to not less than 6 inches above p i p e • B a 1 a n c e o f t re n c h s h a 1 l be f i l l e d w i t h a-p p r o v e d , c l e a n m a - terial, placed in conformity with applicable divisions of the spec- ifications •. No backfilling shall be performed until installation is approved by the Owner's representative. 2. Compact backfill in accordance with Earthwork Secti6n of these specifications. c. Water pipe with rubber ring type joints shall have 30 inches of cover. All other pipe shal~ have not less than 18. inches of cover, unless otherwise noted on the drawings, or dictated by climatic conditions. d. Trenches: No ·1ess than 12 inches wider than the greatest diameter of the pipe. 1'5050-3 - -· \- e. Install all p1p1ng promptly after excavation or cutting for sa~e has been done, so as to keep the excavation open as short a time as possjble. . f. Existing underground or buried piping, such as sewers, gas, water, ~lectrical conduit, et~ .• active or abandoned, whether shown on the drawings or not, that is encountered in the prosecution of the work shall be properly shored~and protected from any damage whatsoever. g. Abandoned or inactive pipinif encountered shall be left intact and undamaged, or relocated and reconnected to the existing system, as directed by the Owner 1 s representative . . h. Any damage resulting from the Contractor•s ope~ations shall be repaired by him at his own expense. 1 .. Exca~ation, backfilling and repaving in connection with t~e work in public streets, under public sidewalks or elsewhere in public property shall be done as required by or under the supervision of the proper authorities. 2.2 Piping Installations: a. Rough-in shall proceed as rapidly as the general construction will permit and shall be complete and tested ~efore any finished work is started. All work shall be fitted to the available space and shall be accurately roughed in. b. Construct pipe lines using full length s.ections of pipe. No short sections shall be used except where run required less than one full length of pipe. c. All pipe shall be of USA manufacture new, straight and true and shall be installed. parallel to the framing of the building. Piping shall be installed in such a manner as to permit expansion and contraction and prevent strain on the equipment and/or piping. . . d. Joints shall be smooth.and unobstructed inside. Thoroughly ream cut pipe ends to remove all burrs. e. All screwed joints shall be made tight with tongs and wrenches. Any leaky connections shall be re-made with new materials. The use of thread cement or caulking to make joints tight is prohibited. f.· All changes of direction shall be made kith fittings. Benditg or mitered bends is prohibited. g. h. 1 • j. The ends of and openings in all pipe and fittings shall be capped. or plugged immediately to exclude all dirt until fixtures are installed and/or final connections are.made. All pipe runs an·d connections shall be carefully made to insure unrestricted flow~ eliminate air pockets and permit complete drajnage of the system. · Horizontal sanitary and drain piping shall be installed to a uni- form grade of not less than 1/4 inch per foot, unless otherwise indicated or directed. by local codes. Water piping shall ·be graded and valved so as to provide for the complete control ·and drainage .of the system. 15050 - 4 ·-- i ·-- k. All vent piping shall be graded for proper ventilation to allow piping to free itself quickly ~fall cond~nsation or water. Vents shall be ganged wherever possible. 1. All piping shall be concealed in finished portion of the building except where otherwise indicated, or unless otherwise directed at the time the work is done. All piping shall be installed to clear beams, etc., even if drawings do not indicate same. The Contractor shall constantly check the work of the other trades so as to prevent interference with this installation. m. Unions shall be installed on one side of all screwed shut-off valves; at both sides of screwed automatic valves and on all by-passes; at all equipment ~onnections and elsewhere as indicBted or required for ease of installation and/or dismantling unless flanges are indicated. Under no circumstances will unions be permitted to be installed in attics or concealed spaces. n. Sleeves: Provide No. 24 gauge galvanized steel or iron where p1pes pass through concrete floor slabs above·~he ground floor. 1. Pipes through ground floor slabs shall be isolated with . Kraft paper, plastic tape, or similar materials unless conduit is specified or indicated. 2. Sleeves for pipes through extefior walli shall be standard weight galvanized pipe. Pack space betwien pipe and sleeve with oakum and hot tar so as to be-absolute1y watertight. 3. Sleeves in firewalls shall be packed with asbestos rope. o. Pipe Joints: 1. Screwed Joints: Compound applied to the male thread only. 2. Welded Joints: By qualified welders in accordance with the latest applicable AWS Standards. , 3. Sani'tary System (Hubless): Cast iron No-Hub joints with Dupont Neoprene gasket and stainless steel clamp and shield assemblies or M.G. type couplings. 4. Storm System: Same as for sanitary system. 5. Copper Pipe: Above grade shall be SU-50 solder: Joint evenly heated for good solder flow and wiped clean of excess solder and paste. ·selow grade shall be brazed with Silfos or Aircosil-15. 6. Vitrified Clay Pipe Joints: Bell & Spigot with compression type neoprene gasket. p. Floor, Wall and Ceiling Plates: Where pipes pierce finished surfaces, C.~. brass split flanges with set screw lock shall be provided. q. Roof Flaihinqs: Extend pipe seven (7) indhes above finished roof line, except where specifically required to exceed this dimen- sion by the applicable plumbing codes. 15050 - 5 ( ... - / \ -· t '·- 2.3 Installation of Plumbing Fixtures: a. b. c. Each fixture shall .be installed at the exact height and location shown on the Architectural drawings. Fixtures, supplies, trap and trap outlet shall be set square with the wall, in line with fixture outlets wi-thout any offsets, angles or bends. Fixture-connections shall be properly aligned to prevent strain on equipment or fixtures. Each fixture shall be set le-vel and in continuous contact with the floor or wall. Fixtures in batteries shall be set on one lin~ at equal spacing and shall have a uniform appearance. d. The-joint between ·the fixtures and the walls or floors shall be adequately grouted with polysulfied cement to be smooth, even and \'_/atertight. e. Watertight joints for drainage connections to all fixtures shall be made in accordance wit~ local plumbing codes. f. E~posed, plated, polished or enameled connections from fixtures s~all be assemble~ with special care to show no tool marks or threads. 2.4 Yard Boxes ·a. Boxes shall be set flush with the. finished surface or grade. b. Yard boxes s~all not be located in concrete walks or covered passages. 2.5 Completion of Installation a. b. Cleaning and flushing: All equipment and materials shall be thoroughly cleaned. Surfaces to be painted shall be left smooth and clean, ready for painttng. Each unit of water supply and distribution system shall be thoroughly flushed with clean water at as bigh velocities attain- able. c. Each unit of gas system shall be blown oui with compressed air • . · d. All piping, valves, traps, water heaters, etc., shall be . thoroughly cleaned, flushed and/or blown out until free of scale,· silt, sand, sediment, pipe dope and foreign matter of any kind. e. Damage by Leaks: Contractor shall be responsible for ~11 ~a~age to any part of the premises caused by leaks or breaks 1n p1p1ng, equipment or fixtures furnished and/or installed for a period of one (1) year from the date of acceptan~e of the work by the Owner. f. Water Hammer Arrestor: Shall be installed at each group of flush valve fixtures and at all quick closing valves and as indi-cated on drawings. . . 2.6 Steril.ization of Domestic Water Lines: Shut off at meter, open all hot and cold fixture~ slightly, introduce solution of one gallon of five percent sodium hypochlorite (Purex, Chlorox) to 500 gallons of water. into system at sterilization valve. Close each fixture when chlorine ~esidual appears, as determined by orthofolidine test. When all fixtures sho\'1 chlorine resid1.ral, close all fixt·ures and sterilization valve and allow ~olution to remain in system for 24 hours. After 24 hour period, flush syste~ so that chlori~e residual does not exceed 0.5 ppm at any point. Also-flush through sterilization valve and then close val~e and pl~g or install short nipple and cap. The Architect shall be notified at least 24 hours prior to beginning the sterilization procedure. 15050 - 6 ... (_ - (_- 2.7 Materials: a. Sewer Piping: 1. Piping within building: Service weight cast iron (spun-cast) No-HMb soil pipe and fittings to conform to C.I.S.P. Institut~ Standard 201-72. Rich or approved equal, with DuPont Neoprene gasket and 300 series stainless steel clamp and shield assemblies or M.G. Couplings~ Option: Vent piping above floor may consist of above specffied material--in place of steel pipe as specified herein. 2. Piping from 5'-0" outside building: Vitrified clay pipe shall be standard strength Bell and Spigot pipe conforming to ASTM C-425-71, Interpace "Spe~dseal" or Pacific Clay Products "Wedgelock\ extra strength under traffic areas. b: Sanitary Vent Piping: li 2-1/2 inch and smaller: Schedule 40 galva~jzed steel pipe with screw~d drainage pattern fitting~: 2. 3 inch and larger: Shall be as specified for sewer pipe. 3. ABS Plastic conforming to all Jocal codes_ may be used if permitted by governin~ authorities and architect. c. Storm Drain Piping: 1. Above grade shall be schedule 40 galvanized steel with screwed drainage pattern fittin~s. -0r as specified for sewer pipe. 2. Below grade: Shall be as specified for sewer pipe, 3. ABS Plastic conforming to all local.codes may be used if permitted by governing authorities and architect.- d. Domes ti c Water: 1. Water· piping shall be Type "L" hard drawn or Type "K" soft drawn under building and underground with wrought copper fittings, up to and including the maximum 5tandard manufactured sizes, brazed with Silfos or Aircosil 15. Option: PVC plastic pipe conforming to all local codes may be used from meter to s·feet from building if permitted by go~ernin~ authoritiei. 2. Water piping shall be Type "L" hard drawn copper above floor, inside building with fittings and joints soldered with 50-50 solder and non-corrosive flux. 3. Water piping above and below grade may be Olin "Fineweld" 194 ·heavy water tube conforming to ASTM B-586-731 and ASTM B-543-72 if permitted by governin'g authorities •. 4. Copper to Female iron pipe size drop ear fittings shall be provided on all concealed pipe outlets. All water connection nipples shall be 85% red brass. 5. All individual fixtures s.hall be ·provided with line size stops on hot and cold water supplies.· e. Condensate D~ain and Indirett Wastes: ·1. Shall be DWV copper with DWV drainage type fittings, or hard drawn Type "M" copper with long radius fittings. Option: PVC or ABS plastic pipe may be u~~d if permitted by governing authorities. 15050-7 \.-· ,:. 2. Joints for copper pipe shall be made up with 50-50-solder and non-corrosive flux. f. Gas (and Oil) Piping: 1. Shall be Schedule 40 black steel with screwed banded fittings. -2. Piping below grade shall be wrapped as specified hereinafter • • l. Piping below grade may be PVC plastic if permitted by governing authorities. g. Valves and Specialties: Valves shall be Cran~ as listed, or comparable models of Walworth, Lurrkenheimer, Jenkins, Powell or Kennedy. 1. Gate Valves: Size 2-1/2 inches a~d smallef: Crane No. 438, a.11. bronze non-risi.ng st.em, 125 lb steam working pressure, screwed, malleable iron or aluminum handwheel~, Crane No. 1320 all bronze nan-rising stem, 125 lb steam working pressure, solder joints, malleable iron or aluminum,1handwheel; makeup with 95-5 tin antimony solder and non-corrosive flux. 2. Globe valves: Size 2-1/2 inches and smaller: Crane No. 7 w1th No. l disc, all bronze, 150 pound steam working pressure Screwed, malleable iron· or aluminum handwheel. Crane No. 1310 all bronze 200 psi at 200 degrees F. solder joint malleable iron or aluminum handwheel~ makeup with 95-5 tjn antimony solder and non-corrosive flux. 3. Check Valves: Size 2½ inches and smaller:· Crane No. 34 or 1303, all bronze construction or equal by Miller Valve Co., or William-Hager. 4. Gas Cocks 1/2 inch and 3/4 in·ch: Crane 252 or Walworth 591. 5. Gas Cocks l inch and up: Nordstrom 142 and 143 or Walworth 1796 and l797F. Furnish one_(l) wrench per valve. 6. Combination Temperature and Pressure Relief Valves: Watts Regulator Company (sized for total BTUH input) or ap~roved equal on storage tanks and/or water heaters. 7. Pressure reducing valves: Where water pres.sure is in excess of 80 psi a Wilkins 500YS o~ approved equal pressure reducing Valve complete with shut-off valve and local code required fittings, valves, drains and appurtenances shall be installed unless otherwise noted on drawings. 8. Unions: (a) (b) ,. For Steel Pipe: Grinnell, Stockham, or approved equal, ?50 lb class, galvanized or black ·to match piping in which installed. For copper pipe 1/2 inch to 2 inch: Nibco 733 or Mueller; sizes 2-1/~ inch or Up: Nibco No.740 or Mueller . . 9. 'Hose Bibbs: (a) Inside: Acorn 8100 Series,.or equal,polished chrome plated, loose key. Install 18 tnches aoove finished floor, or as noted on drawings. 15050 - 8 -. ( ~. - -· ( __ (b) Outside: Free standing hose bibbs shall be Acorn 8130 rough. brass i-nstalled on 8 inch high, 3/4 inch brass pipe risers set in concrete or suitable anchoring device, or as noted on drawing ( or equa 1). 10. Stops shall be line size with JPS screwed ~onnection. American Standard, Crane or Kotiler. hi Pipe Wrapping (Buried Steel· Pipe): .. 1. Underground steel piping shall be protected with a factory .. applied polyethylene covering similar and equal to ~Scotchwrap" or "X-Tru-Coat". All field joints shall be wrapped after testing with polyethylene sleeves that will shrink tightly ·to pipe when heated. Sleeves shall be su.pplied by same manufacturer as pipe covering and ins ta 11 ed as per manufac-· turer 1 s directions. 2 . P i p e s h a 11 b e 1 a i. d on a b e d o f s an d. a t 1 e a s t 2 i n ch e s de e p • 3. Tests: Prior to installation, submit a certified statement by the supplier that the pipe wrapping has been tested with a Holiday Test Detector and is free of "Holida·ys". Make contin- uous field pipe inspection ·test of all coated and wrapped un·derground piping, in-eluding field joints, prior to back- filling. Pay all ~xpenses involved in making tests, including rental of equipment. Test shall be made using a Holiday Test Detector as manufactured by Tin~er and Rasor Company, San Gabriel, California, or approved equal, at ~n electrical potential of not less than 10,000 volts direct ·or pulsating current. Any 11 holidays" found by this.test shall be patched and retested until satisfactory. No pipe, joints or fittings shall be backfilled or covered until same have been tested and found satisfactory. This tesi shall be performed in the presence of th~ Owner's representative. After completion of the above test, the.Contractor shall submit a signed affidavit, approved by the Owner's representati~e, stating that pipe covering is absolutely free from "Holidays". i. Pipe Supports: Pipe supports unless otherwise indicated on the drawings shall be as follows: 1. Split Ring hangers: Grinnell No. 104 or Fee & Mason No. 199. , 2. Clevis Type Hangers: Grinnell No. 260, Fee· & Mason No. 239 or approved equal. 3. Piping 2-1/2 inches and larger within wood construction above c·c i 1 in g : S u pp or t w i th w r o u g h t s t r a p s , G r i n n e 11 N o . 2 6 2 o r 2 6 3 , Fee & Mason No. 180 or approved equal. Pipe 2 inches and smaller: use Grinnell No. 231, Fee & Mason No. 327 or approved equal. - 4. Piping below wood construction under ceiling: Support with above specified hangers with rods attached to 1/2 inch angle ·1ron clips~ One leg of the.clip nailed to side of joists with at least two (2) nails. , .5. Piping under concrete construction: Support with above-specified clevis han~ers ~1th rods attached to angle iron clips. One leg of the clip shall be anchored to concrete with cinch anchors. 6. Parallel pipe runs may be supported on· Unistrut or Famet tra- peze hangers. 15050 - 9 l ,, \, - ·-- 7. Hanger rods shall conform to the following table: Pipe size 2" and smaller Pipe size 2-1/2" and 3" Pipe size 4" 3/8 in. rods 1/2 in. rods 5/8 in. rods 8. Isolate all pipe hangers and piping supports for hot and cold water piping with Semco "Trisolators", Series No. 100 "Trisolators", or approved equal-~ 9. Branches in ~ood stud walls Shall be secured with straps nailed to studs. In steel stud construction, bolt.straps to steel angles welded to studs. 10: Isolate water piping from studs with felt pads. 11. Provide sway bracing at every ~ifth (5} hanger or support~ 12. Clamps of heavy duty steel shall be provided on vertical pipes at every floor. 13. Branches over six (6) feet long shall have separate hangers. 14. Hanger spaci~g and location shall conform to Uniform Plumbini Code requirements. 15. Provide dialetric couplings between all piping and equipment of dissimilar metals. j, Miscellaneous: l_. Cleanouts: J. R. Smith, Zurn or Josam. (a) Wall cleanouts: (l>) ( c) (1) J, R. ·smith #4472, prime coated for plaster and dry wall; stainless steel cover for t~rrazzo walls . . (2) J. R. Smith #4470 with access panel, prime coated for masonry and dry walls, st. stl. forcer. tile walls. F1oor Cleanouts: J. R. Smith #4023, bronze plug and non-skid nickel-bronze for finished floor; and J.R. Smith #4223 plug and X-X-H secured non-skid cast ir6n top for un- finished floors. Cleanouts to Grade: J. R. Smith #4283 or J. R. Smith #4288 in yard box as specified in J.4. t. Roof Flashings: Semco, one-piece, 4 pound Series with rein- forcing steel bolt 1100-5 with vandal proof hood or approved equal. counterflashed with cast iron counterflashing sleeve. 3. Escutcheons: Grinnell Fig. 2 or Fig. 3, Chrome-plated steel with set screw or equal by Beaton Caldwell. 4. Yard Boxes: Service shut-off valves on water, gas and cleanouts to grade shall be Brooks Products Inc. or approved equal pre- cast concrete yard box with name of service permanently and clearly mark~d on cast iron cover. Concrete box and cover shall be traffic grade in all areas subject to vehicular traffic. Installation shall be made in such a manner so as not to cause any stress on piping or tilting, settlement or movement of yard box. 5. Access Panels: .J. R. Smith, Zurn or Karp. Provide 12 11 x·12 11 panels for concealed valves, primers, cleanout plug~ and other equipment· unless otherwise specified or indicated. 15050 .• 10 \. - ·e. (_ .. _ ··(a) Wall Panels: J. R. Smfth #4762 with Allen key latch, stainless steel finish for all walls. (b) Ceiling Panels: Smith #4760 with Allen key latch, prime coated steel finish. 6. Backflow Preventers: Where required shall be Claval, Beeco or as approved by local governing agencies, complete with gate valves, testing cocks antj nipples. 7. Water hammer arrestors: Shall be all stainless steel construction bellows typie POI approved and certified sizing and placement conformin~ to Plumbing and ~rainage Institute Standard PDJ-WH 201 latest edition and as manu- factured by J. ·R. Smith, Zurn or Josam. k. Pipe Insulation 1. Hot water pipe, fittings and valves: Insulate all hot water supply and return pipe, fittings and valves except exposed connections to plumbing fixtures, flanges and unions wit~ Johns-Manville 11 Flame-Safe11 one-piece construction, pre.formed fiber glass pipe insulation or approved equal, with a 11 K11 factor of .22 maximum at 75° F. mean temperature. Factory applied jackets shall be GVB-Glass Cloth Vapor Barrier for exposed.piping and anq VB-Vapor Barrier for concealed piping. Thickness of insulation shall be 3/4 11 for 1/2" and 3/4 11 , 1" for 1" thru 411 pipe and 1-1/?" for 511 and over piping. Pipe insulation shall be installed as follows: ( a) (b) GVB (Exposed) ja~ket to be secured by applying a brush coat of fire retardant adhesive (Benjamin-Foster 85-20 or equal) on the longit~dinal Jap and butt strips. VB (concealed) jacket to be secured ~1th 9/16 11 coated flair type staples on 4 11 centers. Fittings and valve insulation shall be proper factory pre- cut Johns-Manville "Uni-Fit" premolded one--piece PVC insulated fittin~ covers or equal installed as follows: (a) The ends of the UNI-FIT.insulation shall be tucked snugly into the throat of the fitting and the edges adjacent to the pipe covering tufted and tucked in fully insulatin~ the pipe fitting. The one-piece PVC fitting cover is then secured by stapling, tack fastening, banding or taping the ends to the adjacent pipe covering.· Tape shall extend over th~ adjacent pipe insulation, and have an overlap on itself at least 211 on the down- ward side. 2. Cold Water Pipe: All cold water pipe installed in ~limatic areas subject to freez_ing conditions shall be buried be19w the frost line outside and where installed in building areas exposed or subject to freezing shall be. insulated with 111 minimum thick insulation same as described for hot water piping. any cold water pi~e subject to condensation shall be insulated as described for storm water ptpe. · 3. Storm Water Pipe: All storm water piping· installed in ceiling spaces or in stud walls subject to condensation due to local climatic conditions shall be insulated the same as ex- posed hot water pipe. No stqples shall be permitted in vapor jacket •. 15050 -11 • i (_ - i •,, e. ~11/-'i'(.. 1. Plumbing Fixtures 1. 2. 3. 4. . 5. 6. ~Exposed metal pJrts shall be polished chrome.plated, unless otherwise specified. All fixtures shall have individual line size stops on hot and cold water supplies at fixtures. Drainage products: Smith, Josam, Zurn unless otherwise noted on drawings. ... Plumbing fixtures by American Standard, Crane, Kohl~r or approved equal. • Drinking Fountains: By Haws, Halsy-Taylor, Western or approved equal. Flush Valves by: Sloan, Delaney or Watrous, first cla·ss q_ua 1 i ty. Fill all joints between plumbing fixtures and wall, floor or cabin~ts with Flexalon-E, non-hardening rubber caulking and sealings material as manufactured by Leo Potter and Co., Dow- Corning 780 Sealant, or Sonolastic, manufactured by Sonneborn· Building Products Company. 7. Steel Plate Supports: For all wall hung fixtures shall be supported with 3/8 inch thick by 6 inch wide steel plates recessed ~nd lag screwed to wood studs and welded to steel studs and tapped for fixture bolts. Length and number of plates as required to satisfactorily support the fixtures installed. m. Miscellaneous Equipment and ·Fixtures 1. 2. Pumps shall be of the capacity, voltage, type, size and manufacture as shown on the drawings or approved equal. Pumps shal 1 be· fitted as recommended .by manufacturer in his latest catalog or specification brochure. Water heaters ihall be of th~ type, capacity, manufacture and size as shown on the drawings. All water heaters shall bear the stamp of approval of all applicable approving agencies such as U.L., A.S.M.E., A.G.A., etc. (a) Tanks shall be glass 1·1ned or equal. (b} ~11 controls shall be 100% safety type •. (c) Combination temperature-pressure relief valve shall be installed on all water heaters~ (d) Local code approved flue an~ flue cap shall be installed on all gas and oil fired water heaters. (e) flash and counterflash flue t~ru roof. (f) All water heaters shall complj with recommendations of manufacturer in his latest catalog or specification 1 brochure. 3. Other items shall be as shown on drawings and shall comply with local codes and standards; n. Kitchen Equipment -Rough-In and Connections: 1. Kitchen equipment, sinks and faucets are specified under another section. 15050 -12 l __ (. - .. 2. The following shall be provided under this section: 3. . (a) Rotigh-in and final connections of all services, cast brass chrome plated traps, stops, valves, cleanouts, water hammer arrestors pressure regulators, temperature- pressure relief valves, trim, indirect waste and drain lines as required. This contractor shall be responsible for plumbing equipment services required by the kitchen equipment contractor and shall review the kitchen equipment drawings and ~pecifications to determine the extent ~f his responsibility. END OF SECTION 15050 -13 ( - _; __ 1. 1.1 1.3 1.4 GENERAL Scope: SECTION 15800 AIR CONDITIONING ... .. ! , :,, .. , ···.: a. Work Included: Furnish all labor, materials, and equipment and perform all ~perations in connection with the air conditioning work indicated or specified, on the drawings or specified herein, as well as allied work hormally performed under this section . . b • Re 1 a t e d W o r k S p e c if i e d E l s e w h e re : ·1. Motor starters, fused disconnect switches, circuft breakers, and relays. 2. Power wiring, line voltage and low voltage control wiring. 3. Door louvers. 4. Painting (except as herein specified}. 5. Wooden platforms for Air ·conditioning equipment and curbed roof openings where indicat~d. 6. Pitch pockets. 7. Di s·hwasher and kitchen range hood and fi·l ters. 8. Condensate drain, gas and/or oil and water piping and final connec- tion to mechanical eq~ipment. Intent of Drawings: a. The drawings are diagrammatic to the extent that they ·do not indicate offsets, bends, special fittings and exact locations. b. Piping, ductwork, apparatus, and equipment shall be installed to avoid obstructions, preserve headroom, kee~ openings and passage-ways clear, and make all operating equipment accessible· for maintenance. ;""'. c. All required detail drawings of the air .conditioning equipment and accessorie~ shall be submitted for review before proceeding with the work. Examination of Drawings and Sit~: a. Before commencing the work, the Contractor shall carefully study the drawings, specifications and site. He shall definite1y determine in ad- vance the methods.of installing and connecting the apparatus, the means for getting the equipment into place, and shall make himself familiar with all of the requirements of the-Contract. Equipment shall physically fit the areas allocated with am~le access for service. b. The Contractor shall refer any discrepancies to the Architect for de- cision before proceeding with the work. Ordinances, Regulations and Codes: All work and materials shall be in full accordanc~ with the applicable regulations and codes of any legally con- stituted public a·uthority having jurisdiction. 15800-1 . I \ ---- \. __ _ ( ___ _ , •" ,... .. 1. :-:,c~ 1.5 Permits, Fees and Inspections: Pay all fe~s and obtain all permits required by any governing public authorities. Arrange and pay for all inspections and examinations, and· deliver Certificates of the same to the Owner. 1.6 Utility Connections: Final water and oil and/or gas connections to all me~hantcal equipment shall be by others. 1.7 Substitutions and Approved Equals: a.-The Contractor shall be responsible for any cost increases, to any trade, ·brought about by his insta1-lation o~ equipment other than that shown on -the mechanical drawings. 1.8 Shop Drawings: The Contractor shall sub~it five (5) sets of drawings de- tailing construction of all ductwork, dampers and other related equip~ent. Shop drawings shall include hood make-up air and hood exhaust system, in- .dicating ductwork, plenums and fans. Drawings must be submitted within thirty (30) days after contract is signed. Final acceptance will be based · on approval and compliance with shop d-rawings. Scale· shall be ~11 = 1 '-:-0 11 • L9 Submittals: a. The Contractor shall submit, at his expense, five (5} copies of equip- ment brochures in index form within thirty (30) days after contract is signed. All equipment and material submittals·shall be submitted at one time. · b, The exact model and size of each item of equipment shall be accurately noted, together with the specific operatin~ characteristics and _special accessories. c. Air Balanc~ Report: Three (3) copies of air balance report shall be furnished to Architect for review prior to final inspection. 1.10 As-Built Drawings: Furnish to the Architect two (2) sets of m~chanical drawings marked in red pencil showing the complete 11 As-Built 11 system. 1.11 Cooperation with Other Trades: a.· Contractor shall so organiz.e the. work that progress will-harmonize with the work of all trades. He shall review Architectural, Structural, E'l ectri ca 1 and Me.chant ca 1 drawings and 1 ay out his work to conform b. with all phases of the construction. He shall )ocate· all required hole openings and shall provide sleeves for pipe and ductwork where required, noted or specified • • 1.12 Curbs and Platforms: General Contractor will provide wooden p1atforms for grease exhaust fan(s), and'roof curbs for duct penetratitins, exhaust fans and air conditioning equipment as required with factory mounting frames. Platform~ shall be a minimum of 411 larger than fan on all sides; height shall .be as required by ductwo~k or to meet minimum height for fan dis- charge. Air conditioning units shall be mounted on 4 X 4 redwood sleepers set in mastic unless otherwise noted, Air conditioning Contractor shall -furnish and install welded steel ba~es and supports including vibration mounts where shown·or required. 15800~2 i. -· l. 13 J , J. Workmanship: All workmanship shall be of the best quality and none but completely competent mechanics, skilled in their trades, shall be employed. Contractor shall furnish the services of an experienced Superintendent to supervise the erettion, construction and check-out of all the systems. 1.14 Cutting and Patching: Cut and frame all necessary openings, under the s~pervision of the Architect or his authorized repre,entative and provide all patching, painting and trim as required by the specifications. i.15 Painting: Apply o~e (1) coat of Zinc Chromate, or Rustoleum, to bare metal sµrfaces or supports, etc. 1.16 Cleaning Up: All equipment and ex~osed surfaces shall be left smooth and ~lean. All plate work shall be polished and the entire premises shall be cleaned of unused materials, rubbish, debris and grease spots. 1.17 Tests: Heating, Ventilating and Air Conditioning Systems; balance, adjust arid test air moving equipment and air di~tribution and exhausting systems, as herein specified. All work shall be done under the direct. supervision -. of a qua 1 if i e d Heat i n g , Vent il at i n g and Ai r Condi ti o·n i n g Eng i nee r. A 11 instrument~ used shall be accurately calibrated and maintained in good work-ing order. The tests shall be condu.cte·d .in the pre.sence of an authorized representative of the Architect.· Air balancing and testing shall not begin until system has been completed and is in full working order •. The Contractor shall put all heating; ventilation and air conditioning systems ~nd e~uipment into full operation and shall continue the operation of same during each working day of testing and balancihg. · ·' a. Air Systems: 1. Test and adjJst blower RPM to design r~quirements, 2. Test and record motor full load amperes and nameplate imperes. 3. · Make pi tot tube transverse. of m~in supply ducts and obtain design CFM at fans. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. Test and record system static pre~sure, suction and discharge. Test and adjust system for design recirculated air, CFM, Test and adjust system for design CFM outside air: Test and record entering air temperat~res (D.B. heating ~nd cooling). Test and record entering air temperatures (W.B. cooling). Teit and record leaving air temperatures (D.B. cooling). Test and reccird leaving air temperat~res (W.B. c9oling). Adjust all main supply and return air ducts to proper design CFM. Test and adjust each diffuser, grille and register to within five percent of design requirements. · Each grille diffuser and register stall be identified as to location and area. Size, type and manufacture diffusers, grilles and registers and all tested equipn:ient shall be identified and li.sted. Manufacturer's ratiniS on all equipment shall be used to make required calculations. 15800-3 ! \ - t - {_- b. Air Conditioning Units: All.air conditioning equipment shall be started and checked by the manufacturer's factory service personnel. Any problems arising with the equipment shall be correct~d by the manufac- turer. The manufacturer shall provide a check list or report on the op~ration of the equipment which shall be forwarded to the mechanical engineer. The check list shall contain the following information. 1. Temperat~res At Time Of Inspection: (a} Outdoor Air 0.8. W.B. (b} Return Air D.B. W.B. (c} Mixed Air D.S. --W.B. (d) Supply-Air Cooling D.S. W.B. (e) Supply Air Heating 0.8. 2. Electrical: · (a) Supply Volta.ge 1 &2 __ 2&3 __ 1 &3 __ (b} Secondary Voltage, all Contr61· Transfor~ers_._ (c) Electrical connections tight? 3. E¥aporator Blower: Motor H.P. Make ----Voltage 1&2 __ 2&3 __ 1&3 __ _ Amps Actu·a 1 l __ 2_ 3 __ _ Fan R.P.M. ElectrJcal connections tight? Motor mounting tight? Belt tension correct?. F\lters clean and secure? . (a) {b) (c} (d) (e) (f} (g} ( h-) ( i) (j) (k) ( 1 ) (m) Static pressure drop ove~ evapor_ator coi 1. Motor & fan bearings lubrication OK? Fan bearings aligned? Static pressure: Suction __ Total CFM -- 4. Control Settings: (a) High Limit ___ _ (. b )· Low Lim i t ______ _ (c) Thermos~at ____ _ {d) Thermostat calibrated? Discharge _____ _ 15800-4 - I \ ·- ( __ _ 5. 6. Cond~nsing Section: (a) Voltage Cpmp. #1: 1&2 __ Comp. #2: lt~-- Comp. #3: 1&2 __ (b} Amps Comp. #1: l __ 2 Comp. #2:· 1 --2 Comp. #3: l __ 2 2&3 2&3 2&3 . 2 . (c) Amps Condenser Fans: l --(d) Electrical connections tight?_ (e) Motors tight? {f) Refrigerant lines secure? 3 3 3 3 (g) Lube & bearings on fans & fan motors? 1 &3 1&3 1&3 {h) Discharge Pressure: l __ 2 __ 3 __ (ii Suction Pressure: l __ 2 · 3 __ (j) Refrigerant charge cnrrect? 1, 2 & 3 { k} Unloader switch setting _____ _ (J) By-pass valve operating? (m) Dual pressure switch setting: Lo _____ Hi __ _ · (n) Conde-nser air temp.: In ___ Out __ _ Heating Section: (a) Fuel Type ___ Pipe Size ___ Pressure __ _ (b) Manifold Pressure: 1st Stage ___ 2nd Stage __ _ {c) Microamps: Pilot Only ---1st Stage ___ . 2nd Stage __ _ (d) Millivolts: Drop Out ___ Open ___ Closed __ _ (e) Stock Temp. (Net) %CO2 __ _ (f} Induced Draft Hot? Over Fire Draft.Hot? --- ---(g) Limit Control Cutout ___ °F. Actual ___ of. (h) Safety controls fail safe? (-i) Electrical connections tight? {j) Combustion blower clean & motor lubricated? ~·. 1.18 Electrical Work: a. Electrical Contractor shall all line voltage power and control wiring. ·b. Circuit breakers, motor starters, switches and relays, will be furnished, as indicated on the control wiring schematic diagram, mechanical draw-ings, by the electrical contractor. '15800-5 ·- ·-.·- c. Electrical Contractor shall make final connections to all line voltage equipment. 1.19 Guarantees: Refer to .General Conditidns • • 2. 1 Ductwork: a. Suppl.y ai~ plenums, return air plenums and exhaust systems shall be: galvanized sheet steel fabricated, braced, installed and supported in · conformance with the latest SMACNA duct manuaT. All ductwork outdoors . shall be galvanized sheet metal. b. All joints and G-locks in sheet meta·1 supply arid return ductwork shall . be taped with~ inch, 8 ounce canvas strips applied with ARABOL Sealant thoroughly saturating the canvas. ' c. Manual volume dampers shall be installed in main and branch ducts where shown and/or wherever necessary for properly balancing the system. Eac"h damper shall have a locking quadrant. Provide 11 Vent-lok 11 or approved equal. -. · d. Manual volume dBmpers for grease hood make-up air system shall be of the opposed bla6e type as manufactured by Tuttle and Bailey, Barber- Colman, Metal-Aire or Anemosta~. e.. Ducts on roof sha 11 be sup-ported at 6' -011 on centers except for single duct sections lon9er than 61 which shall be supported at each Joint (not to exceed.8 1 ). Supports on roof shall be set in pitch pockets. f. g. Provide 22 ga. sheet metal cover for all e9uip~ent platforms on roof. Grease Hood Exhaust Ducts shall be rectangu)ar 16 ga. galvani~ed steel, ·welded construction. Grease hood exhaust plenums shall be 14 ga. gal- vanized steel welded construction. Provide hinged access doors with gaskets and latches for cleaning as shown on drawings and one (1) a t ea c h c ha n g e i n d i re c t io n , g r ea t e r th a n 9 O d e g r e.e s • Ac c e s s d o o r s must be removable without the use of tooJs. ti. Flexible connections shall be special 20 -oz. waterproof fabric, "VENT-FAB 11 , or approved equal. i. Range Hood Exhaust Fan shall have bolted flanged duct inlet connections · unless otherwise approved by local governing authorities. 2.2 ·insulation: a. Outdoor rectangular supply and return ductwork and filter and mixed air plenuins installed outside s.hall be lined with Johns-Manville "Microtex 11 or approved equal, one inch thick, 3 pound d~nsity with vapor barrier. Outdoor round supply and retutn ductwork shall be lined with Johns- Manville "VelCousal" or approved equal, one inch thick, 3 p_ound den- sity with vapor barrier. Lining shall be applied with mastic and mech- ahical fasteners welded to the sheet metal duct,· Secure leading edges at ·a11 joints, 15800-6 t. (_ .. e. • ... ,,,. •• ._.4 .'.;;, r -..... b. Concealed Sheet Metal Supply Air Ductwork: Sha11 be insulated with 1" thick, 3/411 density OWENS-CORNING Type III or approved equal, foil faced fiberglass.duct wrap. Insulation shall be installed in strict accordance with the manufactuter's recommendation. c. . d. Insulated Flexible Ducts: The Contracto·r may, at his option, connect to diffusers with flexible runouts in lieu of rigid duct connections. Insulated low pressure flexible duct shall be a factory assembly con- sisting of a galvanized spring steel wire helix, a continuous inner liner wrapped with a nominal one inch thick by one pound/cu. ft. den- .. sity glass fiber insulation. The assembly shall be enclosed in a Class I fire resistive vapor barrier·ja~ket·, factory sealed at both ends. The flexible duct shall be listed by Underwriter's Labofatories, Inc., and shall conform to the 90-A Class I requi·rements of the Na.tiona.l Fire Protection Association. Flexible duct shall be installed in a fully extended condition free of sags and kinks, and as far .as practical, using only the minimum length required to make the connection. Where in the opinion of the Architect, the fl exi bl e duct 1 ength i's excessive., the duct shall be cut and short- ened or replaced with a flexible duct of suitable length. Flexible ducts shall be supported independently of the air outlets, and where horizontal support is required, shall be suspended on 36-inch centers with a minimum 3/4 inch wide flat banding material. Connection of flexible duct (termination-connections and joints) shall be made with 1/2 inch wide positive locking stainless steel straps. The low pressure flexible duct shall be attached to the branch duct with factory in- stalled spin-in type galvanized steel fittings. The.fittings shall ha~e an integral air extractor and balancing damper, and shall be sec- ured to the flexible duct with 1/2 inch wide posi~ive locking steel strap. Joi n t sh a 11 then be sea 1 e d with 2 · i n ch w i de pressure sens i ti v e duct tape. Ducts s~all be by GLASS-FLEX, WIRE-MOLD, or THERMA-FLEX. Fiberglass Ductwork: Shall be rourid or rectangular. Round ductwork shall be CASCO air duct type, VJ-100, one inch thick with vapor bar- r i er , U • L. a p prov e d a n d l a be l e d _C 1 a s s I a s ma n u fa c t u re d by C • A • s·cttROEDER CO., or approved equal by JOHNS-MANVILLE, or CERTAIN-TEED/ SAINT GOBAIN. Rectangular ductwork shall be of same characteristics as round ductwork. · 2.3· Filters: Shall be Fram, Farr or American Air Filter. a. Air Conditioning Unit air filters shall be Burke Roto-Aire RMI-Ir Series, 2 inches thick, replaceable media filters mounted on a separate track. Filter case shall ba 16 ga. steel with welded corners. Filter size and quantities shall be selected by the equipment manufacturer, or as shown on drawings, for a maximum initi~l pressure drop of 0.12 inches water column. · 15800-7 -2.4 -2.5 Automatic Temperature Control: a. Scope: The temperature control manufacturer shall furnish all temper- atute control equipment descrTbed under this heading: Furnish super- vision for the installation and operation of the c9ntrol system; provide {furnish and install} wiring as indicated on the drawings in- cluding fihal connections, and calibrate all controls. The tempera- ture contr·o,1 equipment shall be of all one manufacturer and sh·all be Barb~r-Colman, Johnson, Powers, Robert-Shaw oi Honeywell. b •. Drawings and Checkout: Submit a shop drawing Qf the entire system to the Engineer for approval before sta~ting work. Upon completion of the work, provide diagrammatic layouts of the automatic temperature control system· as indicated and as specified here1n. Layouts shall be completely checked out, adjusted and calibrated to perform all required functions as required for proper operation. The ftnal inspection ·shall require the control system to be inspected by approved control engineer in the employ of the control company. This engineer to accompany the inspection engineer on the final ins~ection to verify operation of all components. c. Submit four {4) complete sets of operating and maintenance data, in- cluding bulletins marked to s~ow exact item furnished. d. Provide reduced scale diagram, aluminum framed behind glass mounted as directed, of equipment, piping, controls and thermostats. e. Provide sequences of operation of the system, aluminum framed behind glass mounted as di~ected. Packaged Air Conditioners: a. type {As Applicable): Roof top unit, complete with weatherpro~f insu- lated housing, filters, fans, motors, gas fired furnace section, pow~r flue venter, magnatic starters and relays, mount on spring isolators. Equipment install~d in climates with low ambient temperatures shall . be furnished with head pressure controls, defrost thermostat and all devices required. See drawings for model numbers and 'capacities. b. c. d. 1. 011: Lennox, Fedders or Mammoth, U.L. approved & ARI rated. · 2. Gas: Carrier, Trane, Lennox or Nesbitt,_ gas/electric. AGA, U.L. ~pproved, and ARI rated. Unit shall be complete with refrigeration evaporator coil, compressor, condenser fans,·factory wired control and safety interlocks, with labeled terminal strip for power and thermostat connections • . Room thermostat ·shall be the type indicated on the dr~wings for con- tinuous fan operation and automatic change-over from heating to cool- ing in the cover with non-switchable sub-base. Provide clear plastic locking thermostat guard. See Automatic Temperature Control section Of the~e specifications. . . All air conditioning equipment shall be provided with minimum 5 year manufacturer's -w~rranty on compressors. 15800-8 i . \ l e. -· I I ,r ., •• -, • ,.. I~.,;.~ 2.6 Exhaust Fans: a. All exhaust fans shall be Penn, Exit-Aire, Tradewind, Ilg, New York Blower, or Pace of model and ~ijpacities indicated on the drawings. General Purpose fnas shall be curb mounted. All belt driven fans shall ha.ve multiple (2) belt drives. AMCA listed. b. Range Hood exhaust fa-n shall be utility type with bac~wardly in- clined wheel, all welded scroll, hinged a~d gasketed inspection door, heavy duty ball bearings, weep holes, varible pitch drive and ODP motor. Furnish-complete with weatherproof housing and spring rail isolators. Spring rail isolators shall be as manufactured by Korfund, Vibrex or Consolidated Kinetics. ' 2.7 Fire Dampers: Shall be installed at all locations, whether indicated on the drawings or not, where required by the local authorities having juris- . diction. Dampers shall be of the Code approved type, Underwriter labeled, and shall conform to details of NFPA Pamphlet No. 90A. Submit details for approval. 2.8 Diffusers, Grilles and Registers: Shall be of sizes ·and capacities shown on the drawings. Air Distribution devi~es shall be factory prime coated complete with opposed blade damper and equalizing grids. Sound level shall not exc~ed 35 db at face of devices and areas served shall be free from objectionable drafts. Diffusers, grilles and registers shall be Tuttle, Bailey, Barber-Colman, Metal-Aire or Anemostat. a. b. c. d. Ceiling diffuser shall be· Anemostat Modei MRD-S bevelled frame with integral volume dampers, fixed pattern ceil_ing diffuser, surfa~e mounted, steel construction square neck . . Supply air registers shall be Anemostat Model X2HO adjustable double deflection w·ith opposed blade dampers, aluminum construction. Return registers shall be Anemostat Model GC50L.aluminum construction surface mounted with opposed blade volume damper. Exhaust registers shall be Anemostat Model GC50L alumiQum construction with opposed blade dampers. 2.9 Make-Up Air Units: Shall be packaged uni~ consisting of belt driven SURPlY fan, gas fired heating section and evaporative cooling section, or evaporative.cooling section only. See Mechanical Drawings for model num- b~rs and capacities. a. Units shall be manufactured by Essicks or· Paramount, U.L. and AGA approved for outdoor installation. b. Heating section shall be gas indirect fired complete with stainless steel continuously welded heat exch~nger, power venter, 2 stage gas valves·, time delay switch, electronic ignition and weatherproof enclosure.· Heat exchanger shall have a manufacturer's 5 year guarantee. 15800-9 -. ; ( ~- - ' ., . c. Cooling section s~all consist of evaporative cooling filter pads with adjustable water distribution trough. Water shall be supplied by means of a circulating pump and copper distribution tubes. Pump shall d. e~ f. have a minimum 2 ·year manufacturer's iuarantee. Supply fan shall be a forward ~urved centrifugal wheel, aligning permanently lubricated bearings. Fan shall be (2) two V-belts with double grooved cast iron pulleys. shall be variable pitch. with self-driven by Drive pulleys Blower motor shall be open drip proof design with overload protection in accordance with National Electrical Code. Mot6rs shall be guaranteed to operate at t 10% of design voltage sh~wn on drawings. Motor and supply fan shall carry minimum l yeJr manufactur~r's guarantee. All make-up air units shall be mounted on spring isolators as manufactured by KORFUND, VIBREX, or CONSOLIDATED KINETICS. END ·oF SECTION 15800-10 ( __ ·TABLE OF CONTENTS PART 1: 1.1 1.2 1.3 1.4 PART 2: 2. 1 2.2 2.3 2.4 2.5 .2. 6 2.7 2.8 2.9 ·2. 10 2.11 2.12 2.13 2.14 2.15 2.1-6 2.17 2.18 PART 3: SE CTI ON 161'00 GENERAL General Scope Speci.a 1 Requirements General PRODUCTS General Conduit Requirements Outlet and Junction Boxes Wire and Cable Receptacles Wall Switches Plates Lightin~ Fixtures Lamps Nameplates Panel boards Motor Control Panelboard Main Switchboard Fuses Magnetic ~tarters Manual ~otor Starters Disconnect Switches Emergency Lighting ~attery System EXECUTION 3. 1 General 3.2 Installation of Conductors . ,. ELECTRICAL 16100-1 16100-1 16100-l ·16100-1 thru 16100-2 16100-3 16100-3 16100~3 16100-3 16100-4 16100-4 16100-4. 16100-4 16100-4 16100-4 16100-5 16100-5 16100-5 16100-5 16100-5 16100-5 16100-5 16100-6 16100-7 16100-7 l/r-/j-1 f, .(. \ __ SECTION 16100 ELECTRICAL PART 1: GENERAL 1.1 The "General Conditions", "Special Conditions", and "Supplementary General Conditions" are hereby made a part of this Section. The words "shall be" are assumed into each paragraph. The word "provide" as noted herein and on the drawings shall ~ean "furnish, install and connect". · J.2 SCO~E: Under this heading is included labor, materials, equipment ~nd a~pliances required to complete the elettrical work. 1.3 SPECIAL REQUIREMENTS A • · W o r k a n d ma t e r i a l s i n f u l l a c co rd a n c e· w it h th e 1 a t e s t r u 1 e s a n d ~egulations of the National Electrical Code, the ~atio~al Life Safety Code, and other applicable state and local laws and regu- lations. Keep a copy of all applicable. codes available at the job tite at all times while performing work under this Section. Nothing in plans or specifications shall be construed to permit work not conforming to the most stringent of codes. Should any changes be necessary in the drawings or ~pecificati~ns to make.the work comply with these requirements, the Contractor shall notify the Engineer prior to bid. B. INTENT OF PLANS AND SPECIFICATIONS 1. This specification and attendant drawings are intended to cover a complete installation of systems.· The omission Of express~d reference to any item of labor or material for the proper exe- cution of the work in accordance with present practice of the trade shall not relieve the Contracto·r: from p-roviding s·uch additional labor and materials. · 2. Refer to the drawings and ·shop .drawings of other trades for additional details which affect the proper installation of this work. Diagrams and symbols showing electrical connections are diagrammatic only. Wiring diag~ams do not necessarily show the exact physical arrangemen~ of the equipment. 3. Before submitting a bid, the Contra~tor shall· familiarize him~ self with all features of the building and site which may affect the execution of the work. No extra payment will be allowed for failure to obtain this information. . 4. If there are omissions or conflicts between the drawings and sp&cifications, clarify these point~ with the Architect before sµbmitting a bid. 1.4 GENERAL REQUIREMENTS A. Take out ~~d pay for all permits and inspections and examiqations without· additional cost to the Owner. B. Submit five (5) copies of shop drawings and material list to Electrical Engineer for review· prior to installation of an elec- trical item. l..__ ELECTRICA~ 16100-1 { \ __ ' -' - c. D. E. Provide all mounting facilities required for properly securing or hanging fixtures, equipment and o~tlets. Coordinate electrical installation with other trades. Verify service locations and conform to the requirements of the power and telephone companies and pay all service and excess cable charges. F. Guarantee all materials and eq~ipment for one year from the date of acceptance by Owner. G. Perform all tests require~ by Owner and Engineer. H. · Ground all equipment and services in accordance with applicable codes and as in~icated on drawings. · I. Provide as-b~ilt drawings with all changes indicated in red ink. Provide dimensions of the location of underground runs and stub-outs. J. Make necessary inspections of existing site within the scope of this work and make allowance for existing conditions before sub-mitting bid. · K. Cut and patch the construction work a~ required for proper instal- lation of the electrical work. All patching shall match the sur- rounding work to the satisfa~tion of the Arc~itect. L. M. N • . All exterior adjustable lighting fixtures shall be aimed after dark in the presence of, and at a time convenient to the Architect. Provide all electrical work, both· line and low voltage, materials and control equipment required for proper operation of the heating, ventilating and air conditioning and plu~bing equipme~t. Make all connections. · · Make all connections to kitchen equipment and furnish and install all internal wiring receptacles, junction boxes, connections, etc., within kitchen equipment as indicated on kitchen equipment con- tractor's electrical plans. Electrical contractor shall obtain a copy of the kitchen equipment contractor's electrical plans and refrigeration plans prior to bid and shall include a}l additional electrical work and materials indicated on these plans in the electrical contract. · 0~ It shall be the responsibility of the electrical contractor that· all ·electrical equipment furnished under this contract or furnished by Owner or kitchen contractor shall be connected and wired com- plete to 9btain a complete and operable system. . . P. Provide conduit and pullboxes for refrigeration and drink dispen- sing system lines as indicated on kitchen equipment contractor's · refrigeration drawings~ Q. Make all connections to signs as required. Verify location and mounting height of.all signs with Architect prior to installing conduit and outlets. ELECTRICAL 16100-2 ; \ •. -- '·-- ( __ _ ,;, PART 2: PRODUCTS: 2.1 2.2 GENERAL. N.E.M.A., CONDUIT: All materials ~hall be new, conforming with A.N.S.I., I.E.E.E., N.B.F.U. an~ shall be U.L. labeled. A. Rigid conduit shall have U.L. label, zinc ioated exterior with zinc or enamel interior and shall be used when installed in or under concrete slabs, in contact with the earth, under public roadways, in masonry walls or exposed on building exterior. Rigid condui.t in contact with earth shall be encased 311 on all sides with a concrete envelope, or wrapped with Hunts Wrap Process No. 3. B. Electrical metallic tubing shall have U.L. label. Fittings shall be set screw or gland ring compression 'type. EMT shall be used only for interior runs. _ C. Flexible metallic conduit shall have U.L. label and may be used where permitted by code. Fittings shall be 11 Jake" or "Squeeze" type. Seal tight flexible conduit shall be used for all final connections to motors and in wet, damp or outdoor areas where drawings indicate flexible conduit. · D. Fiber conduit shall be Type 1 and may be use.d on concrete encased underground installations in lieu of rigid steel conduit as per- mitted by code and other governing authorities. All bends.shall be galvanized rigid steel conduit. Provide a code sized insulated conductor (green) iround wire in conduit for continuity of equipment ground. E. PVC Schedule 40 may be used in lieu of rigid steel conduit for conduits below grade. Install a code sized insulated conductor (green) ground wire in conduit for c-ontinuity of equipment ground. • p • • Refrigeration and drink dispensing system conduits shall be PVC, Schedule 40. 2.3 OUTLET AND JUNCTION BOXES: A-. Outlet and junction boxes used in conce.aied work, except masonry, sh a 11 b e g a 1 v an i z e d o r s h e r a rd i z e d o n e - p i e c e , p re s s e d ,s t e e 1 , knock-out type sized in accordance with the code for the number of conductors or the· number and size of conduits entering the box, ·but shall not be less than 4" square and 1-1/2" deep. Plaster rings shall be provided for all flush mounted boxes. B. Outlet and junction boxes used outside of building, on roof, ~r in landscaped areas shall be cast aluminum as ma~ufactured by Crouse-Hinds Type "PS" or equal with conduit hubs as required. 2.4 WIRE AND CABLE: A. Conductors shall be c-0pper #12 AWG minimum unless spe~1fically noted otherwise on drawings. B. Conductors #10 AWG and smaller shall be solid and #8 AWG and larger shall be stranded. Type of wite shaJ1 be as follows: 1. Type TW, 600 volt, insulation shall be used for #4 AWG and smaller. ' . ELECTRICAL 16100-3 l· - i \_ ~---• --- . - ( __ _ 2. , 3. 4. Type THW, 600 volt, insulation shall.be used for all lighting branch circuit wiring, except where required to comply with Paragraph 2.3.B.4. Type THW, 600 ¥olt, insulation shall be used ·for sizes #2, ar}d larger and for panel feeders. ·Type THHN, 600 volt, insulation shall be used for all branch circuit conductors installed in conduit outside of air condi- ~ioned spaced and oth~r hot locati?ns. c. Panel feeders conductors may be aluminum. The Contractor shall submit a revised single line diagram showing the increased conduit and wire size to the Electrical Engineer for approval. The con- . ductors size shall be increase·d ·as requ.ired by code to provide the i den ti ca 1 current ca-rryi ng capacity of the copper conducto·rs. Connector aid shall be used for all terminations and connections. Connector aid shaJ1 .be Burndy Pentrox. A, NO-OX-10, Grade 11 A". 2.5 RECEPTACLES: .Shall be 20-ampere, 125-volt A.C., Hubbell #5362, ivory and/or brown as required by Architect, or equal by.Sierra, Slater, Leviton, Bryant ·or Arrow-Hart unless indicated otherwise on. drawings. . . . 2~6 · WALL SWITCHES: Shall be Hubbell #1221 (ivory and/or brown as requi.red by Architect}, (single pole) and #1223-1 (3-way), or approved equal by Sier·ra, Slater·, Leviton, Bryant or Arrow-Hart. Switches for walk-iTI coolers or freezers shall be 3-way vapor-tight with pilot light, Hubbell #1753 switch with Hubbell #1785 plate and pilot light. · 2.7 PLATES: Shall be Sierra P Line (ivory and/or brown as required by Architect) in public areas and Sierra S Line.(in kitchen, service and utiJity areas) stainless steel, for all S\'/itches,. receptacles, telephone and · blanked outleti. Plates shall have engiaved lettering where indi- cated on drawings. W~atherproof receptacles shall have Sierra ·#WPD-8 lift cover plates. 2.8 LIGHTING FIXTURES: Shall be type as indicated on lighting fixture schedule and shall be Underwriter's approved •. All fluorescent fiitures shall be furnished with high power factor ballast, C.B.M. approved. All mercury vapor fixtures shall be furnished· with high power factor constant wattage ballasts., C.B!M. approved. 2.9 LAMPS: Shall be General Electric, Westinghouse or Sylvania. Type of lamp and wattage as shown on fiiture schedule on drawings .. Furnish and install lamps for all fixtures, includJng those fixtures furnished. by Owner. (Verify typ~ of lamp and wattage ~ith Owner.) All A-type lamps-shall be l30-vo1t. ' 2. 10 -NAMEPLATES: Provide engraved plastic screw-on nameplates for each disconnect switch, starter, circuit breaker or fusible switch and other control devices ifldicating eq~ipment controlled or function. EL~CJRICAL 16100-4 , ..... ... 2.11 PANELBOARDS: Shall be General Electric power mark heavy duty.load center or approv~d equal by Square D Company, I.T.E.~ Zinsco, Wes~inghouse or Cutler Hammer. Provide a typewritten directory mounted inside the door in~ metal frame which shall clearly identify each circuit ~s to use and location. Circuit numbers shall be stamped into dead-front adjacent to each circuit breaker. 2.12 MOTOR CONTROL PANELBOARD Shall be General Electric Type 11 CCB 11 or approved eq·ual by Squa·re D Company, I.T.E., Zin~co, Westinghouse-or-cutler-Hammer. Panel shall be complete with circuit breakers, panel motor control units and manual motor starters, as indicated ·on schedule. Refer to mechanical drawings for required control modifications· and accessories. Provide engraved screw-on nameplates for each ~reaker and starter indicating equipment controlled.-Refer to plans fo·r-maximum height.. Cabinet shall be weatherproof when located on roof. 2.13 MAIN SWITCHBOARD: Shall be ·dead front, dead rear ·N.EMA Class 1, floor standing -standardized ·sections with circuit breakers and/or fused switches sized as indicated on drawing~. Fusible switches shall be iejection type fuse clips for Class 11 R11 fuses. Metering provisions shall be as required by the utility company. Switchboard shall be General· Electric A/V line or approved equal by Square D Company, I.T.E., Zinsco, Westinghouse or Cutler- Hammer. Provide engraved plastic screw-on nameplates for each breaker and fusfble switch indicating equipment on panel ctintrolled. 2.14 FUSES: Shall be. Class 11 R11 type as indicated-on drawing, a.s manufactured by. Bussmann. NO SUBSTITUTIONS ALLOWED. Furnish ~o 00ne~ two-extra fuses of each size and type us~d in main.switchboard in a metal hinged top box, size as required. 2.15 MAGNETIC STARTERS: Shall be provided with two and three overload relays respectively for 2-pole and 3-pole starters. Auxiliary contacts~ push~uttons, selectro switches, pilot lights as req~ired by m~chanical systems. Manufactured by Allen-Bradl·ey or approved equal. Overload heaters shall be size as required by motors actually installed;. 2A16 MANUAl MOTOR STARTERS~ Shall be flush or surface mounting, type as required, number of poles, size and overload heaters as required by motors actually in- stalled and shall be as manufactured by Allen-Br~dley or approved equal. 2. 17 DISCONNECT SWITCHES: Shall be nonfusible, o~ fusible as indicated, normal duty, externally operated horsepower rated 250-volt NEMA Type 1 enclos~re except where WP is indicated on the drawings use N~MA Type 3R enclosure • ..... . ELECTRICAL 16100-5 ; \. - -. l"· . ••• 2. 1.8 EMERGENCY LIGHTING BATTERY SYSTEM: Shall be Holophane power station (NO SUBSTITUTIONS ALLOWED} with 120- volt A.C. output and wattage indicated on plans. The system elec- tronics shal 1 be guarahteed by the manufa.cturer for a period of one year from the date of acceptance by the 0\'rner. The battery system shall be high quality, communication grade, lead acid type and shall ·be guaranteed by the manufacturer for 10 years to supply and maintain at not less than 87-1/2 percent of the system voltage the rated wattage of the unit for a period of 90 minutes. The system shall be provided with an electrolyte level detector with audible alar~ and shall contain no fuses or circuit breakers •. After completion of the emergency lighti~g system installation, a manufact~rer's representative shall arrange a job site visit with the restaurant management per~onnel to explain operation and maintenance af the system an~ to verify that the system is complete and operable. The mahufacturer's representative .. shall provide.the restaurant management with. three copies of the sys- tem's operation and maintenance manuals and shall submit a letter to the Architect indicating that the system is complete and operable and that the restaurant management has been instructed in the opeNtio11 and maintenance of the system. ELECTkICAL 16100-6 .. ,; .. ·.~ I iiia \..:\_, ' ... PART 3: EXECVTION: 3.1 GENERAL: A. Provide junction or pullboxes where required for pulling conductors due to excessible·number of pends or.lengtt of conduit runs. B. Bury underground conduit except under buildings to a depth of not 1,ss than 24" below finish grade. c. Run exposed conduits at right angles or parallel to structural members, walls, floor or ceiling. D. Provide expansion couplings where conduits cross expansion joints or for continuous runs in excess of 100 1 except when embedded in · · concrete. E. Rerout.e. conduit where necessary to clear structural and mechanfcal obstructions. F. lnstall long radius bends (nine times the d.iameter of conduit) in· underground service conduits and in othe~ lon~ underground runs in excess of 100 feet. 3.2 lNSTALLAT.ION OF CONDUCTORS: A. Conductors shall be continuous between outlets or junction box and no splices shall be made except in outlet b~xes, pullboxes, panelboard gutters or hand-holes. B. All joints, splices and taps #10 and smaller (including fixture pigtails) connected with "Idealn wing nuts or Scotchlok connectors, #8 and larger connected with solderless connector or JOO% elec- tr.o'lyt i c copp·er. c. Oil or grease shall not be used when pullirig cond~ctors: Approved cable lubricJnts only. D. Train conductors neatly in panels, ~abinets, and equipment. Re- tigh.ten pressure type lugs on panels· and equipment after load has been applied. All branch circuits shall be left tagged in the panelboards, in all gutters and in all junction boxes where used. circuits terminate for the p1,1rpose of identifying the various cjrcuits. Feeders and mains shall be tagged in the switchboards. The method of tagging shall be with adhesive type marker ,qual to ~Brady". . · E, Install a polyvinyl rope pull wire in all empty circuits •. *** END OF SECTION *** . , tLECTRICAL. 16100-7