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Home My WebLink About2080 LAS PALMAS DR; ; 83-415; Permit~ "' Cl) z ·O ~ ac C ... frl C ,--~-\. L_ APPLICANT TO FILL IN INFOijN!~TION'Wll:HIN SH~OEDAREA.AND DECLARATION~. . --:-··--{----·---~ .. -~--.:--~:. .CARL$1JAD-Bo-t:LDl'NG oe~~1rrM·E'NT .: . .:._.. ·;·. --~. ···s:~'.'-AJ>PUCAl"JOJt,r&-P-ERMfT-····---~--------·------·-----. t :._ ,_._ }\, , . 12p9E1rn.,Cartsbad,·Califprnia.92008-19,8i}:(619)4;38;5525 , .. ID'. Joe·Ar,n:i.Ress ·, .• ··,/:~-,, •• 1·,· · • · .. Av."sT.fib. NEARESTCflOS~1ST. · · ·sus1NezC.1cENSE# trl ' · 'O"" .·'f -A."'<:2 ':t?A 1 -LI A'; · ,/-ht:, \ ~ . . 0.AL~ J.. 0-. A. . ~"T:"f · · >-:-· ... '--~..;,, .t,-'l .. rv-·t5· ·v4':-}rr:;;;. · ·tr:.~,-.-..=-· ,r,:\~ --· <9 ·· ... ---~~: !-OT I s~ocK syeo1v1s1of.l M,(,_E?SOR_PARC!'-fNo: ~o~TR_~c;Tp~-.9?!"!RA?!O_R~Pi;l_O~Elt __ -~ -------.. E; OWNER'S NA~lt ;, '. \ :··\' ~ -, OWNE'R'S . .Jr,w--.1 . ~. ·'f7A~1:i=~rs_·~~s #~?(:~. : ........ i( OWNE_R'S MAILING ADDRESS , ":-: --b -.. -'.. .. .. ·c-............. ---~ e~plth_er~froma,ndthebaslsJo'fiilii"att~ge'a'.~~,;;·piih"f'A;y .1,< '-\~1t:' ·. L\f..J:p~ V\$f.A ~ ~-91""'\1· -·· . ---·-(!J vJolatmn of Section 7-031·:5.by·an applicant for a permil'sub• . ,. · · · · · · · •1-,,,,1...A .-~--~'r~J~~;:m$~M~a"cjyil:,Pe•a!ty.9fntltll}0.[6!h'~n.f1vehun:.._:,.1: -.; • . . - ' . :/ ~.,_,.__-~~-,-------,~~.--;t -··.;.:: ;::-:-· '"" .. ·. -. .......... -· -·c, , 0--1,-as ovm.er of·the proP.erty; or IJIY employees·w1th wages---1 · -'llJ.;;.r..""-.1 ,;. • -··· -~ • ' · ' "'· ffi ·; ,c1sth~lrsqlr,cPrilpe11SatfolliY111i:dqtb'e~Wgrk,andthestruq-...,..0 __ ~, ,-. .. ..--.,.,_....,_ ,.-==!'-·l-.&.::::;..a,.::;.,....;;;.,;;.;;..._,~-----.... ...ii...---+-•••-,r.. ...... -1! ,_;~,--~ 1 • '1-t. ~~J\~· ~,,r ·~",?'J} .... , g'. c . ture,is, not,.mtended or·ullered:lor.-saie.(Sec. l044, Business .. -1--..,--ft#.f""""'-+1-~--='----"c...;;:;:..,.-"--=----,,..._-_..=--"-.!..:::===...-=-~::.....="----ll . · -_,,_ ·· · · -· · : ..... · · -·· ·· · .. · " · · · · · o. ::! -; .~.nd Prqfessi9~s.C6de; :rqe·:Contractor's-Lic~ni~:~?1'1 does · ; FLA ELEV.: ·• t'.:, >.H ~j(:l{·Jii,~!CJS \ :--,_: Q'lln-l!l •I'' .10 .~ :::, ' • n9t apply to an owner·of property who builds.or improves · .,.-i;::;;;.,..-.,. ..... -~ ~ , .-, ·-.. '." .. ~r... ,.:: i;:;,:u;:17 -,, <I'.{"'· ac 1 . emPaioyees,:prqv1ded:.that'~uch 1mprov~ments,~re.QQ,tmtend• , J-/&.~=~~~~~L .... d:::l~~Q~~~[:f:~~S::::=:::.i::;3~:::!~~=~=:J'.=:'.::..~'.!::2~~-+_:-:;:-:-:-:-:.!--~--'---!--.,.-~=---.!J~~~..ll---=..:..7_.J_~ 1 !!!! . tl\ere~nand_who_d_oesstiqh\'IO(k'hims~ll,oqh,o~gh·~1s·owh' ·, 1: ...... -r .:-·-· .... • "·----· · --·---.... -~---·---,· ~ ~~egL~f~J1~d;ft\if;~.e'.~ea~0;1~".:;p[~t~o~~')~~~g;J~~~CJ~~:;· · REDEV~LOPM.ENT i .' .. , , -a ~ will,havii the burden of•'provinirthat he'.did riot b'uild or ,m-• , · AREA· · r : ·. ·• -7 ·. '? ·. ·, · · ·.:; .... -· ·------'-; o· ·prove'for'tlie /itirpo'se of sale/. • "'· · · • .. -~ · • -, •· · ·•· --· ··.. -: v-0 N Not Valid-Unless Machine .Certified, a.. -'--• ---~-! ' ' __ ''.•_c_ ~ • I . ~t{ii::~i~ci"~~n~:~m;;~rt1~:.tit~titJ'~f~Ji~f'(i~~'.r~i~~~-( QTY • : P. LU. M. 8--1-;N··,G.·.--PERMIT ,-s~s·u·E;. . ~-. 2· ~ .: . Q·: 'Tri)~ -. ME:C· H.A-NICA. L: PE:R,,M_ 1.T .,I.SS·U-~E-. : . , ,. • ~~ . -• 'SUMMARY/ACCOUNT NUMBER · -·-.... , -! . Bu_smess, amf Prof~s.:;1Qns C.ode: . T~~ .conJractor'.s L[c~~se .• ( . • . :. ,;,-. . • _ •. , _ .•• _ ·.. . , . --, ·.. ' , • · : • -, · . :;;;,;, .. . . · ,· ..,-~ , :.:-~~!~i:r~~~p~~J'!,;g0~~Cnfr~Jt~rr.rrr1c;h:,~~~ttt111:':;-~ I . j .I, ' EACH FIXT'U"E TRAP ', ; : ~-• : .. -~~ . I o· LL-; : fNSlA·LL--~URN.-.ciucTS.-liP.TQ.100. 000 B.Tu' ~-... . • 1·. ·:-:·--: ~; . BU)l:DINQPERMIT .. ~-. -..· -~: ..... 01·.00·0·0:~2i6":' ·:·;,;,;,".f,j'u.'., ,·:..:i o" ·•· .~ contractor(s)hcensepursuant-tothe,contractor~sL1cense, ,.l..:.J, --~---·---l'-~-~ .-, __ -, , • '--·' , 'IT --. -· , · , __ · LO_. , -, ,, · -~ 1 ,.,,,.,,,,-1...., _Law~.-, , ::~ :. . ,f. ' / EACHRUIL:'DI.NG SE..YER' . , _ •• r.. ~~f'l: ~,,: -l-• -· ,OVE~lOO,OOOB:r\i, :. _: ... · --•• • · .SIGNcPERMIT -~-~ .. ... OH)0·00-8221 .. '.. -----·-··-•· _-1~g~gl~~rJJ:t9tJ;{:_1am·imp;OJin~,11J-YPq~~-}~~lr?\0110w·,<1: /, EAGJrWlliER~_EATE~:t~j)/OR.VENT . '"'2-.-11'; U,--ao1Li:R/C'oMPRESSORUPTO~HP '. ' . ,~_:;...;... ,PlAN-CHECK . . ',01-6ci,oo-880q '/~Ji:,-Z..i,Oj_ \ 1 T.hewocKisbelngperforniedpnortosale ~ I -.. -. . 1 ---· , ..... · --· • ... --• .. ---·· · • .... • .... ·-··· --· ·,---· · , ··2: lhavehvedin1J1y1tome'fortweive·.;.onths : ,, ... "EACHGASSYSTEM.f'TCi4'0UTtETS . ·. 801LER/C.OMPRESSOR3-15HI' , .';· ·· •. • TOTAL.PLUMBING•, .•.. , i --01°00,00-8222, .•. ·--J ~--'.> ~~~ri(?_rto~~n:tpJetion,of11hi~wo!~:: .... t .... ,,. ,f,.," .. :( .. :_ , : . ' , _ .. . ; : ~ ' ' · ~-. -. ' , · (, ~~ -or· --:""' 1 ..:,_ ~g gi. rn' .rn <C, :b l 3. 1 have not claimed this-eJ\empliOn during rne / EACH GAS SYSTEM 5 OR MORE , . . .f,1ETAL FIREPLACE-.. . .. • . . • , ... ,. .·--... . . ... ,ELECTRICAL-,.. .. . -· .• 01,00·00-8223 •.••• "/').., ..•. , .... 1 ... -; 0 1,ime~::::-;:e~;::: _:B,&P,.C. J-: . ( · E~CH·INS:i:A~ .. Al:.~ER, REPAIR'WAHR·P!PE. . . .. • ,W/ENT FAN SINGLE DUCT :. _ .. _ . '. _· :, . , ..• ::-ME'tifANICAL: . _' ... 01-00-00·822<( 1 •: .. , ~ if,_, ... ----',·· .... , tor th15 reason·, · . · ' . -1 •. . . EAqt VACUUM BREAKER . . . • • L,..-;~MECH EX·HAUST -. HOOO/OUt;TS · , • · ·-: ·~ ~ ~?BltEHOME·~ ·,·, , 01'00·00·822°5 ___ ,, · .• ., -I --.Ir.··, t~ ' .. :_·. -~-, . : , . . . • .. _J. . . W,A:rER_SQ~T-~~R-_ . _ : .. ·: .. . .. . . _ :_R.E.t.OCI\TION OF .EA. FURN.ACE/HE/IT!:.R •....• _ • , .. _ MOBILEHOME,.PARK.INSP:~ . ' '. ' . ' . . { EACH ROOF DRAIN (INSIQE). ; . ' . ' •. ' • ' :sotAR'. .. . •, ' . a -!~firm thal'i have a-certificate of consent --1-. ' . . .. , . . . . ._ to.; .. · ure, _or, a certificate of Workers'· ·1 . , • , .: • ; •• .. -;_;., 1, ~ TOH,·L MEGHAN I CAL · • · ·:·I --· ~ · · · STRONG MOTION' Conipen _ IonJnsµrance, or a certlfled copy th~r~f ' •. . . 1 , • · • • • 1 • :· (Sec •• 3800, bor C!!(l<!J ~~-. •· _: _; · I . '.:-; TO.l,AL./'L,UMBING, .--:-_ .. · . t.,. . \. _; . ~-'f:; .. ,.-__ _. .. , . ... · _ _ . . . / _ FIRE SPRINKLERS Z f>9UOY NO: --.I . . . · · · . ' · :; ,., , , ·, . • :plJBUC FACILl'f.lEs''FEE ' ~ · cdMP1.<NY. . _ . ~ , l .QTY. . , _ . ELECTR,l~AL PERMIT -~~SUE : ' _ '~ · QTY. , SOLA~ • 1$SU.E ; . . · , .. , __ : ._ :: ·: . • . ·BRIDGE.FE!:. , • _ _ ,. • : ·-' -. .. i . t;l Copy IS filed w!1!!.:the city: ~ t rlEw CONS"( E,A M'IP/SW,T /JlKB ./.'1'lnn. 4--_: ... )(,,y, -. COLLECTORS ' .. • . SCHOOL FEE_. DISTRICT. , .... . . . . . . ' .• i O Ce~•hed cop.v_'s i,ereby furnished .( . l'PH • ,(':lP'& . _. -· "' -. _STORAGE TANKS _ , ._ ; . . , ... · : · ·; ·carlsbaa • ' ,.· • '-' · ... -8Q·92·21'-Cl519 '·, " • : ' .-, .. ' ' · f,• .g •' QER'[IF;iCAT_lOl"_EX!;MP)IONFR0"1 ·1 ·EXISTBLOGEAAMP/SWT/8KR ' · . .-· .. .ROCKS'fORAGE ,· •. ~ .·., • • Encinitas · . • --· 80·92·22-051.9., .. ~ . WORKERS' COMPENSATION INSURANCE -I '.. --.. . ' , , . . . ' . ' . . ·. i ' .. _ ~ (Th1s.,sect1'ori need not be completed ,f the permit 1 1 PH 3 PH . ,PUMP ' . San.Oieguito _ 80·92-'23·05f9 w · · is-for on_e·hundred•dollars (S100) or less) ---. . ,.. -.. --. ·· -.. .. .. _ . , .. . . .. ·;,,: ,. , .. ,·. ! I REMODEL/ALTER PER CIR.CUil ' , . , PLANCHECKFEE , : .. · · .• •_·,,,san·Marcos•·,/J ·.,.:-'80'92·24·0519'· ,, •. Jl1::!lll·OOaR??f;'' ' •' -80·92-33-0519 J~-:..:r~·- 01 ·00·00·8227 - ' ' 32-00-00,8933 .. - ~ ' .. ~ . , ui UJ Q) 0 0 .. -1-,-~ a; "' 1ii q -·g Ill 0 C "' C Li: ;:._ :c. ~;.r · --1 ac ~ . D t cer1,fy that m ·the pertor!Tla.nce of the wo.rf! for l .. . , . , , , . .. · . . . -n 0-·'!¥,h\Chth1sperr,nt1sissue<;J,lshai1Qotemployany TE"MP,POLE ,2QO.AMPS · . . , .· .. ···· .• _ -~ _ I" 8',t::..kl--J~.,q,... .~/.--1.,./ ~ .. 3 , person in any manner so as to become subJect to I . , . ~ . • . ,,,... • ... . , ,. .. ... . .... ~ ... , ·• , ,, • ~ , C Q) •• Q). CD , _,'t_he ~or1<ers·_eompe,nsat10~, t:;aw~ ot·Ga111orn1a 1. · · OVER 200 AMPS . ; ~; , , . • • LICENSE TAX OHJ0-00'-8162 ,· · /.. r'7.;.'/ 'r" ·· • ,i. . l'IPTtCE r'¢ AP~LICAlH ·u. aftei rriak1n~_th1s Cert, ., ·I ' T,EMP .OCCUl'ANGY (30 DAYS) . · . : .. \ ,... : . . ';;_". . . • ... . -. ·, ,. · · ·: . -: \.. , , • ,.-,-·.. . ,.., v. . ~ ·: .-· ' ,,·ticateot;xeryiphon.yol!.shou!Q-become,~ubJecttr:>, · -• · · ,,,., . -.,.,.,. ' ·' ......... · r-·. ..~t _ · ... the Wori<ers' Compensation proY1s•ons of:the,l'.abor j ' . · . ... · CREDIT DEPOSIT ( r -. r _ -,, · . "-·Code you ·most· forthwith comply· with' such · · ·· -·-· --" · -• · -· ·· • · • · , , ,· , •· -M ,~. • IAF..111!!!1. •·. ,L ~-• ,~ 0 ··•."prov1s,ons6r(hJs:perri11f,shall;P,e,deemedre~ok~a; r ;'-,·;r.oTA'LELEciii1tA:b: .. : "I ··~-· /" )'·:·· ' TOTALSO,LAR~ ··, ..... ~ .,.·,; ..... ,--.· f. ,. ;, '-.;_,_;-;•T"•<.-i· ~,., ~,,--: .. .r.f. __ :::-. t5 :...:::~:.:· ,_ -.Y' ' ·, -. ·_ ·• ~ . ·: :•-. ,.,:' ~. ~--... ' ,I 1'1). \ __ . ..--. ._. _.'; --. . ':· .. . . . ' _-_~ ·.·.· . :rOTAL FEES P~_Y_ABLE . L . ' .. 2-~1-...,_J , ,~. '.:. ~ -~ --•••• _,_ • "· ---:;::-~""!--\ ~-, •• •• • -• .. , · , · ~ ,,. , , ~ • .· · -, •• • .... -.,.,~,-~,.,~,~"1..'.':E~· ~-~· i"''.f'",. t .. "<!V.-... -·--;;;.¢;;.~w~, -E .: . j' ·. • '· • , ' . , , .· .,~ . ,.. I :· J..HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" A!ilO.OQ Hl:REl;lY Expiration. E~ery per_mit-iasuedl)y'theBuildingOftielel under the prov1~onsofth1s * A~·PEAMJ! 1$.R@" , ·".' . J:l(CAVA~'O . -~ D .L per,!!by ~f(irm_ -th"t ·t~_er~ ,s ~ <;'<;>_ns!rycl\o,n_ 1 ' CERTIFY l:INOER PENALTY. -OF PERJURY THAT ALL INFORMATION HEREON f~Lt:JOING THI: Code ~hall elli,ire by hln_l~tlon and become nufl'~d void; lf"the bullding·or work 5-,.0.,-~p·A'Ni:S OEMOllT~STAilcTIOllf'OF ' ·I ac , , . 1end1ng,agenGv1tor me performance of the work for 1, · :'t· . authot1i8d-by such perm1tts not commenced within 180days from the date of such -vc,;, -· · , · "'' ~ ,, · wh,ch this perm,i ,s ,ssued (Sec 3097. c,v,I Code! DECLARAilONS'ARE TRUE AND CORRECT ANO I FURTHER-CERTIFY-ANO AGRE .• ',A.PERMl'.I' lS permit or if the building o.s;.work authorizsd by such permit is suspended or STRllCTUAt$.OVER 3'S1'0RIES IN HEIGHT I '·, . ~ ·z •• • · "~.:-· . ---· ,.. _. ... •.. -· -~ , .... ' ISSUED: TO COMPLY WITH ALL CITY;·COUNTY "AND STATE LAWS GOVERNING '8 '! .. ~GOON-_abando1111<1'at anv tillA,aft•tle work ia....Rnence<J for a neriod of ·180 devs . ,. . , , .• -. , •. :C w Lenders Name _-·' . ·" ' ' · . S. UCT!ON, WHETHER SPECIFIED HEREIN OR NOT. l ALSO AGREE TO SAVE INOJ:, 1-IIFY ANO. . · · , . · APP I/ED BY , ; ' · · . . ~ -" ~--·•·•• .-·Ad. · --·-· -------· --·· • .. • · K~P HAR .. LESS THE CPY OF cARLSBAD AGAINST ALL LJABILITtES JUDGMENTS ~sTs AND ~NT 8 p1/Y; erfl7J;f/.· OWNER D · CONTAAOtOR D ,.:.11,·1 ~J, ~· • • t .. :. .. \ '? i ~-~ / · , Lender s dress ~ t:. 1•1 t , ~ , ..., ,.,. I".._· \; ,. , '!: , .. . EXPENSES.WHICHM_AYIN_ANYWAYACCRUEAGAINSTSAIDCITYINCONSEQUENCJ§,OFTli!::. r.1 ~ 'eYPHONEO ... ' • ' -·.-:-·· j,._ ... ---.~~J. :~· : J ~-- · ~ · · ~ -~---~ _, ~ ~---" • -.... • GRANT-ING OF l'HtS PERMIT. · • "· ·,..-r,A',J · . -A. .-·-~ 1 _ . • . , ' 1!', l -, • .,,/ ., A r -~ ..,..----, ~. • ' ' . ' , u:-. . .. .. . . .. ,,.. -~ I ---. . ~ : . , •-• u ~ •• ~ • ,j I I IY " '<>:J ~. ~ ;=..'°"-':::.:;:p , .. • ~ I -. -. ,, ~' ·i , TY.PE DATE INSPECTOR ·, !; ~. ' ' : BUILDING : : · · ;; .. c · ··· · · · , , ' . ;l ' . . . FOUNOATION . · . • · J \ <jj"3 -<fl::, ~· ... ,,'~ ·' . ' REINFORCED STEEL .. FIELD JNSPEc,ioN •f'C; o . , -. r ----, •~t,SONFri' 546 ---~-~-,ru:..#"'i"l.-&JAA;t.""1 · "'--i:u~.oumEqsp tAL INSPECTIONS . lf\lSPl;CTQ.R'SJ:JOTES •· DATE ~ ~AJ~ ~/,t.6 ~7 ~£#,esl!) ~::: ~~-~- ~ . <J.b;.;c., p,i\N~ 1Ns~EC.;,.1O-;;~ j · -f¼EQ. 1~ INSPECTO.R's FLOOR & CEILIN~ SUB FRA¥E ) ' .· C,J-;IECKED .APPROVAL' SHEATHING P ROOF D SHft=AR , , SOILS COMP.UANCE j PRIOR TO , FOUNDATION INSP l<fi>.:s'ICC8PT t:°ffl "{116. ~· ~. ~:;;/~l'elo . : · ro ,ee ,o;e)u'*> -~.7'~-.J4 c;/t;. '-'1,~~/~3 ~ FRA¥1: /2 l~i/W I ~ EXTERIOR LATH 7-r , -----, ,;. ~. .t • ..,,_.... ·::: ..... "' .. : "f;. . ;:·;' J-\. ~~ ... \ • ; .\ l -··--- fll,;fµ.s,P~ .. ]?1(5· .. ~.< p~ 7100~~ S.TRUC1URAL CONCRETE OVER 2000 PSI INSULATION . PRESTRE'SSED INTERIOR LATH & DRYWALL CONCRETE t,,u/. Mil,. ~/LG" pu,t.D6_ 5/1..:· &;I¼, ~~CK_- t .. , ~ ~~ .:..._/.:)µv,,Al-6 ~~~-,::,y~ ~ .. · · ~---POST TENSIONED '-.. CONCRET.E _ _ _ P_LUMBI "lf---!---..;.-.;i1,--....... ..:..-.,....i-__,..;___:...\.a::.\....1.,-.; Fit,~o·.wE~b;N~ · 1 ·--~~T~P. -~~/~/L:-7b P~ _ J. iJ;:Jc~c~ SEWER AND BUCO i . HIGH STRENGTH &\, f UNDERGROUNi;> WASTE p WATER •1 ..... 11'7__ :Lil.0!-1'~ · ·, · -.~J i ToP ou:r o wA~TE -·ow teR · · sPEciAL MAS~RY 1i 1:------'----+-+.,---+---'-'---'-'--'--'-+----.c-l· .I (!)£_ :'.~_; v-,*/°/'~· -7~ ·e.t!? ~· lef~ r . ' ' .!-a~l-~ , ...... , '\ ,or,<1 :,-• TUB AND SHOWER PAN .f ·1r~· ~-~ /:2./:;.,1'/--3 -GAS TEST · ·: 1------''---"'-' -· :_· ~-__;_· _,,.,._~,.....;.;.--~7::--'...LI:_· ~ fl_ ·---'--~-+=...:=.:..:::::!.-,,f.~~::j . · · .PILES ·CAISSON., f 1 D WATER HEATER . D S01,.AR W. TER ~ ·. re$~· ~~ ... ~~__:@~. t~. _!.~~1,;:i..~_ -~~~~~~:__'.~~~~~_..t,~~~~~ . . ELECTRICAL .. r1 ~~f!r:::1--~~-±.· -~· -~: -+JB!f!;!-~~~::L_:!j.~~~_;;.~~L~~ D ~LECTRIC UNDERGROUND .. -. q r-~~ ... t,-;::;;;---'-,· ..,_. ~'.,.,--__ -,...::.::::=-=:::;-..:=..~z::.:::~~=-=--,..~==:'.;:.=::=- flOUGH ELECTRIC l ;::· •. ·._·;. ,''."1 ;t;, ·, 44,o -·- p ELECTRIC'SERVICE o TEMPQ,RARY.__ _ \, · f ·:: }_ d . ... .. ~-A ,u--y:J'f l-v4. -:· ,-\ .. -.. -D BONDING D POOL / :r -··· · · -·· · ··-·-,~·~-.--·-·- . --4-----' . -..: -·-t------~--'-- l I • 'j 4 . "I • -~-~ . · -. MECHANICAL 1. . .. ~-·:: -.. ~ .,· ..,. -S-2-;+ D DUCT & PLEM., D REF. Pl.PING , -;i ··:. t'-·"7 •::"'•, -\°-\r";:.r"'<-~ ·: t i:--, . : --•.•• : . -, ./_,. . .. ':-- ff) :~~ \{ <; e.~ -e-~· - "t"·. ' ' \ nj,<, ~ HEAT -AIR COND. SYSTEMS i ... ::--_ .... ::· __ . .. -'-: . . . . -~ · , ... f >.;. /JfJ.,-.S: .. ,q;/t.t~& U~~ ;+7 /;><'IT'.· ~MY • Is V.ENTILATING SYSTEMS i · -~ t-··• .::; . "1··--··:-~ \ :, ~~ •• :....::·· :~;' .., •• · f:; ' l ( . ~;,-~· fi~ IZ~ -IC.SO '/',/0 /3?1 I, -' - CALL FOR FINAL INSPECTJ/JN WHEN ALt. APPROPRIATE . t .-: . ·,. 7 '·1 I . . ITEMS ABOVE HAW: BEEN APPROVED.. . . · . ' . _ ·1 , . -~ . ·- FINAL .. . t--'-. ---"----~-'---'--'-'-...,...:,,.,' =-----------~-----1 PLUMBING I • .: · · 1.i . •!:~\ . t"' . ~ _-.. 't .. ~ ELECTRICAL I -+---_...,__"'_"~rL~--::..-::..--1 f MECHANICAL GAS /' ~ • A ... A BUILDING / g/u)X JJ/Jl4• H,f. ~PECIAL CONiiiTIQNS I M \ .., LA ~ f. ,,.--... -~-·~· I' .... --"----- ~ /J.l!,/gr/f ~ pr····1 11n -J t. ,( i'. .)..,.· ~ ~-~ ,-I;,. ~ J ' . -,.._.. ~ ~ .... '\ I ~ ; ; '·· _, I ' ·:-· .. i ~. 4. ..,.._ ... 1: \ \ ._;,· .... - r I[ 8 I I Ill z 0 ~ IIC j ~ 0 ~- IIC Ill 0 ~ 5 I Ill z 3IC 0 z 0 ;:: ~ z w Q. 2; 0 u Ill a: w ,c a: 0 31: ll di I hereby affirm that I am licensed under ~visions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profeaslons Code, and my license is in full force and effect. Lie No ______ Class I I t I I I I j I I hereby affirm that I am exempt from the Contrac-I tor's License Law for the following reason (Sec. 7031.5 I ~~~~i5i ~1~~0l~s~~~itr~~t:al~;/ ~~p~~vceo,u~~m~~~chh, r~~ I repair any structure, prior to its issuance also requires !heap-I ri~~~~!J0rp~~i~agr~it :~/1~rivf~t~~d ~?\~~ero~~~!c~~/! 1 Ucense Law (Chapter 9 commencrng with Section 7000 of l ~;~~11~e~e~~i~e a~~s~~;s~a~i~ f~~o:~:~~~~e~o~;i~~!~oa~ is:;; I violation 01 Section 7031,5 by an applicant tor a permit sub--1 jects the applicant to a civil penalty of not more than f(ve hun-I dred dollars ($500). I 0 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the struc-ture is not intended or offered !or sale (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intend-ed or of1ered for sate. !f, however, the building or imprO\le- ment is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or im- prove tor the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Pro1essions Code: The Contractor's license Law does not apply to an owner of property who builds or im-proves thereon, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's license Law). 0 As a homeowner I am improving my home, and the follow-ing conditions exist: 1. The work is "being performed prior to sale. 2. I have lived in my home !or twelve months prior to completion of this work. 3. 1 have not claimed this exemption during the last three years. 0 I am exempt under Sec. _______ , B & P .C. for this reason ____________ _ 0 I hereby affirm that I hav-e a cert1f1cate of consent to self-insure, or a cert1f1cate of Workers· Compensation Insurance, or a cert,f1ed copy thereof (Sec 3800, Labor Code) POLICY NO COMPANY ~ "" Copy 1s hied with the city I C] Certified copy 1s hereby furnish CERTIFICATl OF EXEMPTION FROM WORKERS· COMPENSATION INSURANCE (This section need not be completed ti the permit ,s for one hundred dollars (S100) or less) 0 I certify that 1n the performance of the work for which this perrntt ,s issued, I shalt not employ any person in any manner so as to become sub1ec1 10 the Wor1'.ers' Compensation Laws of Cal1lorn1a NOTICE TO APPLICANT If. after maktnJ !his Cert1 f1cate of Exemption. vou should become sub1ect t0 !he Workers' Compensation prov1s1ons of the Labor Code. you must forthwith comply with such provisions or this permit shall be deemed revoked O I hereby affirm that there 1s a con~1ruct1on lending agency tor the performance ot the won< tor wruch this permit is issued (Sec 3097. Civil Code) Lender's Name ___________ _ Lender's Address __________ _ I I I I I I I I I I USE BALL POINT PEN ONLY & PRESS HARD CARLSBAD BUILDING DEPARTMENT YO ND QTY. ~ QTY. vO NO REDEVELOPMENT AREA vO NO APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. TYPE CONST 3_,. VALUATION PERMIT NUMBER 1 ZONE s·r~ 103 PLAN 1.0. # BLDG USE CODE ~. STANDARD PLAN# BUILDING SO. FOOTAGE occ LOAD I Fl RE SPA vO NO Not Valid Unless Machine Certified SUMMARY/ACCOUNT NUMBER BUILDING PERMIT 01-00-00-8220 SIGN PERMIT 01-00-00-8221 PLAN CHECK 01-00-00-8806 I I _ _ _ _ _ _ ,,ro 4 ounns + ~ I > I I EACH GAS SYSTEMS OF!'-MoRE -I METAL FIREPLACE '-.....: ELECTRICAL __ _ TOTAL PLUMBING 01-00-00-8222 01-00-00-8223 VENT FAN SINGLE OUCT MECHANICAL 01-00-00·8224 EACH VACUUM BREAKER MECH EXHAUST -HOOO/OUCTS MOBILEHOME 01-00-00-8225 WATER SOFTNER RELOCATION OF EA FURNACE/HEATER MOBILEHOME PARK INSP EACH ROOF DRAIN (INSIDE) SOLAR TOTt.L MECHANICAL STRONG MOTION 80-92-33-0519 TOTAL PLUMBING FIRE SPRINKLERS 01-00-00-8227 QTY. ELECTRICAL PERMIT -ISSUE ,........,....,. QTY. I SOLAR -ISSUE PUBLIC FACILITIES FEE 32-00-00·8933 BRIDGE FEE NEW CONST EA AMP/SWT 1BK R COLLECTORS SCHOOL FEE -DISTRICT 1 PH 3 PH STORAGE TAN KS Carlsbad 80-92-21-0519 EXIST BLOG EA AMPISWT/BKR ROCK STORAGE Encinitas 80·92-22-0519 1 PH 3 PH PlJMP San Dieguito 80·92· 23-0519 REMOOEL'ALTER PER CIRCUIT .-PLAN CHECK FEE San Marcos 80-92-24-0519 TEMP PO LE 200 AMPS OVER 200 AMPS LICENSE TAX 01-00-00-8162 TEMP OCCUPANCY (30 DAYS) /?_vP CREDIT DEPOSIT TOTAL ELECTRICAL -TOTAL SOLAR 3-2,--1 r .-9! u:: >. rn 0 a. E (l) I- I -0 0 (.'.) c (I) u n. a. <{ I .:£ C a: 0 C/l C/l (l) C/l C/l <{ I :!:: .Q cii >- ,;; C/l (l) t) 0 ti. (I) (\1 Cl ~ (1) t) C (I) C LL :::. C (l) ~ (.'.) 0 t, (l) a. C/l C ~ .c. ~ l I 111111"" TYPE I BUILDING I I OUNDATION I EINFORCED STEEL I ASONRY I I UNITE OR GROUT I LOOR & CEILING SUB FRAME I F R M G F s F E ,HEATH ING D ROOF D SHE('R RAME I .XTERIOR LATH I - INSULATION I I INTERIOR LATH & DRYWALL I I PLUMBING I I SEWER AND BUCO DIPUCO I UNDERGROUND D WASTE D WATER TOP OUT D WASTE D WATER TUB AND SHOWER PAN I GAS TEST I D WATER HEATER D SOLAR WAtER I ELECTRICAL I D ELECTRIC UNDERGROUND D ~FFER ROUGH ELECTRIC I D ELECTRIC SERVICE D TEMPOl1'ARY D BONDING D POOL I I I MECHANICAL I D DUCT & PLEM., D REF. PIPl"'G HEAT -AIR COND. SYSTEMS l VENTILATING SYSTEMS ' . ~ r I I I DATE INSPECTOR CALL FOR FINAL /NSPECTl<DN WHEN ALL APPROPRIATE-=:--~- ITEMS ABOVE HAVE£ BEEN APPROVED. FINAL j I PLUMBING l ..J I I ELECTRICAL I -r c ... -1 •-I r;7frVfO'f /~ MECHANICAL I I I I I {/ GAS I I ( BUILDING I ::,PECIAL CONDITIONS I I L ¥ti ,,,_,~3 FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES REQ. IF INSPECTOR'S INSPlcCTION CHECKED APPROVAL DATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MASONRY PILES CAISSONS / ' ., •4 ·, .' '· ' . - : City oT·carlsbad 1200 EL~:,'CAR~BAD, CA 92008 • TEL. (619) 438-5525 Job Address State LJ~. A ;'T'1/J.::,--, (). (. . f I A It S. Class1f·L,(.,' 11.:-CJ f \. O!;,'.> '" City Lie. No. ·COMPLETE FOR PLAN CHECK ONLY LEGAL DESCRIPTION !;3 ,4,s- tft L 1ri ,~_ ·"' "'~ ---t ....tlllfCEll:.AN EOU~· 'I RECEIPT ... ,. .,. , -. 1 / MISCELL-EC'#JS FEE RECEIPT D D D D D D D D D D D D D D D D 01-00-00-8806 VALUATION DEMOLITION HOUSE MOVING PARKS AND RECREATION FEE PUBLIC FACILITIES FEE SCHOOL FEE -DISTRICT Carlsbad Encinitas San Diego San Marcos CERTIFICATE OF OCCUPANCY ,,.>r- t TOTAL FEE $ ' '· ,. ' ; ~. ' ~ ' *WARNING: PLAN CHECK FEES. WHER.E NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE FORFEITED TO THE CITY. COMMENTS: ____________________ _. Yellow -File Pink -+ (1) Finance (2) Data Process "G,old -~.·.. i,,sor i··· 1 ...&,-;;;_' City of Carlsbad MISCELLANEOUS 1200 ELM, CARLSBAD, CA 92008 • WL. (619) 438-5525 RECEIPT / i C.,/ '.,,,, -,. :... ..., , l { f , L,A ... "') {/ MISCELLANEOUS FEE REctl~'fv.:is.: "I Job ") t;: L f'·r'\ (::'1 "'< i / Address ,,,...,__, / ', ( . ... ·--f ., Owner I L;--ct) , ::_ -}; r· ~~ s 01-00-00-8806 i £,'.C 1 FI(_ D • PLAN CHECK FEE '· ' Mailing \?10 I _ nri6 V jL-3tA D Address VALUATION City ~Iii rn t\(( O"'-Zip ?f 2lt'A Tel.l 44/~/ ~::s D DEMOLITION Contractor L D HOUSE MOVING \..::::__ k ;,:' ~ I Address 1010 L 117<14 v;"'S+A D PARKS AND RECREATION FEE D City~n mavt~) Zip 12t'b~ -T, 'l-4·:5/½ PUBLIC FACILITIES FEE D ··- State Lie. 2trl1.$} A City ~4-SCHOOL FEE -DISTRICT S. Class,!. _ • Lie. No. 2 ,o Carlsbad COMPLETE FOR PLAN CHECK ONLY D Encinitas L.-PT r2__ ?r-2£1·34-D San Diego LEGAL DESCRIPTION D San Marcos D CERTIFICATE OF OCCUPANCY ',, .. ,. n ASSESSORS PARCEL NO . n ~ . ; \ ,.,.,/'···~--.,\ .\iyt DESCRIPTlci~,bF WORK .,_,,, ' .; ~r:-: \ n •i I"; l I\_: :::, "'.• I ' n II ~ 01' I(.__{; j i c:..1) ,J \ n {){ t, ---,t \.C, n \\ ....- D ,'13 J_ I ..J ..-----D PLAN ID NO. . 1010 Linda Vc.:i2\ D DESIGNER ADDRESS D -7 '-4'-LL ~ -") __., I -'-;:i D PHONE -··' $.s:-~10 <,._,---JOTf~FEE ~,-~.(} --. ·CONTACT PERSON .--.;/ \ 1,c \ r::;;:· --*WARNING: PLAN CHECI{·~ H NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS,A'NO BUILDING PERMIT IS ISSUED. ARE FORFEITED TO THE CITY.' u/l ~ COMMENTS: ' 2/i#A c:.--: . -· / . •signature of Applicant -I . -·--,_ Date .. \,_ I .J 't. White -Apptlq!;l,nt Yellow -File Pink -(1) Finance (2) Data Process Gold -Assessor ' :' f -t .-r .... ; ''. '-. ,: ' ,, • ,i,; • ' J ,, . ,·. ' . -...: ---~·· ~'""" ,A··· ·. l; r·)·"" \ ,., { ') ' . ' -· . APPLICATION 'FOR PERMIT TO CONNECT T(? CITY SEWE·R SYSTEM. . ' { CITY OF CARLSBAD · .,_ENGINEERI-NG DEPARTMENT 438-5541 fOR APPUCAN'T TO FILL IN BUILDING ADDRESS OWNER MAILING ADDRE$S ./ , .·v. CONTRA¢TOR WJ~Ro1 \~~;r. ~~. l--_-'-__ __._ _____ ""--........ ------"l,----'-"----------11 ) I ,, ,' ,. . CONTR-ACTOR'S ADDRESS 1 REMARKS: I.· I· LATERAL LOCATION I \, st .. LATERAL No._·-------'-INSTALLATION DATE--'---~-'----11 ISSUED BY --P;_.-.• ·;---i_ .. _" .,.,.-,--_-;~,,,./~·"~~· ',_,.._~_: -'---'------'- DATE ISSUED-~'~'~~-· ~1-'i(~=---,..,..~"-'~'.j _______ _ V.ALIDAT:ION . . LATERAL CHAR~E .~?MPUTATION ; t i 1," '·" v,_.,z.,i·,;,; . ., ..,r 1 . 1 'l 11-l l f I,·~ ;/ "" ' • ' : , ,i' , · STAN DARO 4" (Max. •i1!t~o·1'·~'..,1o<)f' ;;.t,{/: . / I•, I OVER 30' H. __ -,,-'-@ FT._...,,.,_.,/_~--~~--. 1· OVER 10' V. ___ @ . FT...J.'------'~------/ STANDARD ir: (Max. H. 30', /~'O') ________ ~ OVER 30'·.!"l·. @ • FT. ________ _ OVER 10't\/. @ ,/ FT,--------~ . TO~AL CONSTRfli:19N co.~3.-, --------- SERVICE CHARGE 1EPAV]NG E'l'.C.) _______ ~~ TOTA/ATE,R'AL CliARGE , ll NE COST Dfo;r1\ ~SSESSMEN:r DIST. NO.,,.~·~=·/~--·_·-------/'---,----- FRONTAGE' tosT PER FT._. __ _, OTAL __ _ -·. / OTHER \ 'i . NO. UNITS __ _ -'----TOTAL--- ,'.-'----------~-~----'--------~-'-,--,---------------------- :WHITE: Engineering G!3EEN: Financ~. Y!=LLQW: SanJtation P!NK: Building GOLDENRC?P; Permitter Wyman Testing Laboratories 20165 OUESTHAVEN ESCONDIDO, CALIF. S (619) 744-l COVERING WORK PERFORMED OREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE OREINFORCED GYPSUM OGLUE-LAM.FABRICATION JHE SPECIAL INSPECTOR OF OREINFORCED MASONRY OPILE DRIVING O0THER .JOB ADDRESS 2080 Las Palmas Carlsbad Ca._ OWNER OR PRO.IECT NAME Pacific Recorders CONSTR. MAT'L ITYPE,GR·ADE,ETC.) Steel A36 DESIGN STRENGTH SOURCE OR MFGR. DESCRIBE MAT'L. IMIX DESIGN. RE-BAR GRADE 8: MFGR.) Electrode E70XX Certified ~fder on file --. --~--- N<:r_ Of 1 BLDG. PERMIT NO. 83-415 ARCHITECT FOR WEEK ENDING 1-20 PLAN FILE NO. Deardorff & Deardorff ENGINEER Deardorff & Deardorff GENERAL CONTRACTOR Lusardi Construction -CONTR. DOING REPORTED WORK - Bannister 19 LAB RECEIVING 8: TESTING CONSTR. MAT'L SAMPLES Tilt-up Welding Inspection Inspected joint preparation, fit-up and welding of typical t_il t-up panels. Certified welders were observed for proper welding procedures and techniques. Completed welds were inspected for size, length, location and quality and unless otherwise noted were found in accordance with applicable details, sections and b~ilding specifications. Inspected the welding of typical tilt-up panels. This report concludes the welding inspection for this project. cc: Lusardi Construction City of Carlsbad CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. DATE OF REPORT ( ''I:',.,;, -i, i .... CALIFORNIA LICENSE B,1-180710 Date: January 26, 1984 Lusardi Construction Co,. 1"570 L:i.nda. Vista Dr. San Marcos, Calif. 92069 Subject: llTC Certificates or Conformance Glued-Laminated aeams Job Des er ipti on : ___ 5:..:1..:4.xO.;;;;-D""Cw;C~-;;;.Rwe..iYI.J·.,i...· .;;-.....,P,..a,M,c.,j f..._J,i,i,l. A......i.B,l,lieil,l,cil,l,o""'r.wciiwe.i.;.r__._TT Palomar Airoott Bus, Park Car ls bad' CA Gentlemen: We have received many req1,1ests from Contractors for copies of Beam Certificates to expedite roof inspections. In an effort to help prevent costly delays we are sending the original Beam Certificate to the Contractor. The inspectors at various Departments of Building and Safety have received these Certificates in the past and requests from them will be directed to you. DUKE TIMB~R CORSTRUCTIOH CO., IHC. ',· ~~_/~) ~ne Enc. AI.TC Certificates 2841 Dow Avenue • Tustin, California 92680 • (714) 731-6666 ,l'· ' . QUALIFIED LICENSEE .. HE UNDERSIGNED MANUFACTURER .. HEREBY CEf{T!FlfS ·:. that the: products identifi~d below and on attached ~heets" Nos .. • .. j .· :: .. . ! : . : ~re ;marked.-:. _. With the Collective Mark of the AMERICAN: LNSTITUTE ·0F· TIMBEit CONSTRUCTION (AITC) .· 'and were manufactured in conformance with applic~ble: prov:isions: ·<>f--Amer.ic~n-N~tlGnafStandard . . ANSI/AITG_ A1'90.1-:-19.83, ·Struct1:1ral Gh;1ed Lc!mioatea·Timper-;·.arid-thc1t:::su·ct-i,-m.c1nufac:tur!'l has: been at our plant jn. Saginaw·,. Oregon • . . . : , whicb plant·tias a q,iiaiity cqnttolsyst~m .. , approved by the 1·nspectio~ Bu.reau:oftheAME.RJCAN'INSTITUT!: ·b:F.flMBE'R·CbNSTHUCTIQN. and inspected.periodiGally by such Bureau. · · >· The: mani.J.factu~e of these mem.bers comp'lies, wfth the ma~ufacturing and f~bricat'i'ng pro~i~ions of . . Chapter 25,of the Uniform-Building Code .. · · · · · ·. · · 0 NAME Pacific. Recorder J;_I_ ·(Duke .Timb:er~. Con~-trtict.ion) . J 8, ::~---~--,--~~----,.~~-----,------,,,-,-,,.._,..-,----,----~~-,,---~ .. Jos 1.:ocAt1oN, ..,.,.--P-"a~l=o=ma=·r"'--B-"u=s-=i_ne~:sc...cs'-· ...,..P_a~rk"""·,,_. ·_c_a ____ ·r"""l"""~b_a_d~,~·-c_,a"'". ---,--..,...-",,...,.-~-,---"---~--,,-c-~- . . . . gui,T0ME(:!'SORDERNO •.. 5140 . / 1631 DATE '. 12/1/83: MF(,R'S ORD~R NQ ___ B_w...,..·s ..... ~-=1-'--2~97'-·6"-,-, +-'.;.-"·:'."',-; _. ~------ .- . TITLE. Su pt • ADDRESS . Sag~ ~w:. Oregon .. DATE. __ _i~/_20~· /_8_4 ____ ~ . A/TC HEREBY CERT/FIES that the said company atits:s~kf\ll~n:t is0licensed bY the . AMERICAN INSTITUTE OF TIMBER CQNSTRlJCTl'ON to. us!') the,AltC C0ll"ectiVe Mark Tn respect . ,.ofproductswhich comply with applicable provisions of said Standard, that the adequacy: of the. quality control system in. effect at said plant is periodiGally inspeGted and verified py .tbe li:)spection·Bureau of the AMERl:CAN INSTITUTE OF .TIMBER CONSTR-UCTION, and that:iri the:juqgment of AITC, said comJ,>arw is capable of complying with applicable manufacturing and testing prov·isions of said Stand~rd ih respect of products man.ufaGtured at said piant. Conformance With the Standard ir,i respect of any .specific or particular product is. the sole responsibility of the manufacturer; AITC's guarantee -h~reurider being that the said company is qualified to produce a .product meeting tli~ said Standard ·, a(ld that its plant is p_eriodically inspected and verified by the:A!J:C Inspection J3_ureau'. · AITC FORM IBCA AITC. Certificat~ No:_ 00136 A . AMERICAN .INSTITUTE' OF TlMBER .C.QNSTRUCTION. • >. ',•; JAN 251984 · DUKE p~~BER-. © 1983.AM_ERIC,O.N,,INSTITUTE OF TIMe.ER.CONST0RUC.TION The glulam members of the job covered by this {:ertificate are stamped with one of the following type quality marks. Each qualifjed plant has an individual qualification designation. The designation "P-143" shown Qn the typical quality marks below is not assigned to any.plant arid is used only for the purpose of illustration. ' ' ... .. A TYP.ICAL CUSTQM,PRODUCT OUAL.ITV .. MARK Indicates that the designated licensed plant has met all requirements for qualification and maintains an acceptable quality_ 99ntroJ system which is periodically 'inspec~ei::1-hy AtTC Indicates that the designated licensed plant has met all requirements for ·qualrficatron and maintains an acceptable quality control system which is· periodically inspected by AITC r · ~ -143 '.-----~--· _ .... , :i;:~ de,ignation hf qualified licensed . ' . ; .,, .. .., 5. p .. !_'. . ANSl/AI-TC A190.1-1983 ~'n.g!i::cate8,2jonformance to ANSI/AITC · A190.1'-l98S, Structural Glued Lamin- ated Timber ... -;,-..-. _ ?_~C ... C ._ : ;:, , .. £i :! ....-----------~~----1 Identification of structural use, desig--:-!'lated by symbols: B-simple span .bending member; C- · .r. l_ ::, . ~i .-s;. compression member; T-tension mem- tARCH ber: CB-continuous or cantilever span bending rneli!bft.Jj L---------11 Designates .appearance· .. 9rade, IND- Industrial. ARCH..,:Architectural. . PREM-Premium P-143 SPECIES.--,-.. 000-00 OOF~ ANSI/AITC .A 190 .1-1983 Indicates conformance. to ANSI/AITC A190.1-1983, Structural Glued Lamin: ated Timber AiTC designation of qualified licensed pla.nt and · wet-t.1se adheshies. When dry-use adhesives are used, the letter Dis added Name of wood species used Designates applicable AITC l;iminating specification atid combination symbol; for ex·arnple: u117~82 24:r or 117-82 3'' • For custom products, the details covering the pr.oduct are included in applicable docurnl:ints. • For non-custom products, essential details are included on the stamp. ,,.._ ,· --.~ NUMSER. r.o·-<· f.~-L ·-... -.· .ITC -Certificate of Conformance No; -',-.·· .... ' .. ,, ,' .. .... ,; ~> :::·::: ~ . ·c-; :: •• j ob·_:·N~tne':-_·: ...,,.:.. __ Pa.:.:.··c.;:;. . .:o,i.;:;.f.;:;.i.;:;.c_R_· ·.::..e.::.c.;:;.o.;:;.r.=d.;:;.e.;:;.t: ___ i_r ___ . -~---'----,----c..,.,...,~,_,.;,.,-'--~--+--,-:."-+'"""-,---,-,,_;.~~~..,.....,,...:,·-""~..,:,-.,-;-· . . ',. \· , : . --~--; ~. -: ·:? . ) qb -Locqfi~n:.__,..--'-P-=a=l-=om=· :::::as:.r_.::::;B-='u=s-=i=n-=e=s-=sc.....c;:P-=ac:r;;::.ka·, __ -=:c;:;:':'-c:r..e1-=s..:::b-=a-=d'-1,_~--=C=a:...•___,~,,--:..:,.,.. __ _,,,,.;..: __ ....,....--,-',--"-. ....:.-'·_" 'c-=----"-'-;-'-''-'--,-~:'."""':.:.,..: --~~ C~stomer'·s· Order: No. 5140 / 1631 · . ; • -,~-.:·'.: ,. • •·. --,< .. ·.,:Lumber· SpecieJ:-~.--~-D-'o'-"u'""'g=l=a=s=.·--.... ·F=-=·!l=r::..,__.· ---,---'--~-~___,---~-·-".,,_, . .,.__,.~~..,.-;·-'--" ·--'-,,'i-,'-,'-'i,,-+--.,....,.,---"-----;-.:.,..- _:---, :-: Me1J1ber. · 'ldenti-. . Quantity $ize .· ·· ficalion ........ -. -:·,,· '. < :-·:,.· ,· ·.,. ·\: <. ·24.iiy:i· _ 0 :·: ·:\ti:tt.-_:. _· :-:_t~~~i t<': ,-..... --.·· .. .-.. ' ,· '·,· T •, ·~ • • > . -.-.-, ···::· -,:·· , ·~ •• :·'" .·: . ,r-- ,··,_ (~ ,,:: --.;_;:·,~~--':;----,---,-:--·i·.-.. ·::-> ., .. , ·:-: _. .. :,; ... , .·.,.__:- •: -:". -. ;; " /1-•. ,,--. -: '..."' ... · . -,• ~ .,~ .' :_ .,.:<.:: .. ~ ~: ~· -. ,.-•• ~ -. ,\." s: .... _ ..... -: .. ~-:,. \ .. -~-·' -- ::·::·. --.... ---=~~"',-~.,...:: --~·: , __ ,_-- -.... : . ., •:': :~ •::-',• • .. T· • ' ' • ':t·: :.. . . ~ . . ._ •"" .7 -------'--,-'--.'----'---,.~-.. ---,-'--'-i-"--i'.~~':-;-~:..". ·-,_t -'---+-"-,---",. • ·, -·2.: ~;.. ~ _._.-· J··..:: "' ' ::3,; ;;I_._ ·:'-; p~ 171 · AITC Licensed :p19nt No. _Bgp~mia Inc. 'Q:impony_· ,Attc· Form 18-2~5 ~-.·. ''· ..... ~. • ·c· .,. i •. . -. : ~ --.. ~ /2{::-.· .. ,·_--''-' ..,....,'---,--,-~~-... : ~-~ • _ .. -~-.. _··,, • -'I·' . ·-:-',•"' . ·,· --~---. ·-·-t ._ ... -~ -,, Q111 12 JOB# : ··12976 .• , , · *** MEMBER SCHEDULE *** (UNSORIBD) DATE: ·12-=-30 ... 83' '• · · '' ·" -·· NAME· : "DliKE ·T.IMBER .. CONSTRUCTION ' ..•. , ~. ··' ·· ioc-"N: ··PACIFIC ·REeoRDER'.II; -. · -:.eARJ:SBAD~ ~CA;.,.,,~·"'-~ --· . ,. . . . , . ,,I , . . , PAGE:~··.,,_ -,1 OF' '" -. -I -----, ' P .o.-# :.'•l;63I' • / ·· · 5140 -.-·._, ~ ~ • ' · ·"' "" .. " ' ',, '• () 117 ~ -'# I ' •I:,' ~ ·PG' t ' 'G -~ .. ·F· ~ ., -s ~ tM.1\RK# ' . -~No; ' ~ ,, --~ ~ ---'-FINISHED -SIZE.:>. -' , -• ~ ~ -t '" ·CAMBER· --·TABLE. -.. ·C# • ·Cr,• I BILLET·ITI'L ·BI:..T' ·tI:..AMs f -FBM, -l·TrL -FEM I APPR ·WRAP -SEAL 18 191'- 1\ l I l . I IB-1 ·I 61· 5 1/8 x 25 1/2 x 45-9 -1 2.250(1395)•24F-V3· I 45-llf·· 780-71 171 827! 4962lIND • LOAD·END· ':-,21: .· I,· ·I_. I I IB-2 ·I 2--I· 5 1/B x 24 ·. x· 45-9 .1 2-:SOU(T256)'r241''-V3· I 145=1-rl-· ·73zi=-B"I-. '.tol 779t---15s-s+·:rND~--~- 3l· . I. . I I I IB-3 ·I 61_·.5 1/$ x 28 ·1/2 x-64-1 •ISPEC· 24F--'V3· . 1 10 ·I 64-·31. 1220-gJ · 191 12941 7764IIND· Q120 21 4! · ·I 1 1 1 -IB-4 .,-2.1-s 1/s·x 2s 1/2 x 64-1. -.1.sPEc· 24F-v3· 1 10-1·64-31~:1220 .... 91 19t 1294! 2sssl1ND u . Q123 SI . IFB-1 · I 11 • 5 1/8 x 15 X 30 ·I 1,000(1350)· 24F-V3 • 30-21· 301-81 101 3201 320IIND 24 25 Q12s 1 -·'."--~'-''-='----''-'--'------'-~--'--'-'---'-----~-._,_---'--'--:-"-''-'--'--'--'-'-'_:_:___~=::....-'-'---'--'~-~~----...:__,_~ __ _:_-'--'--'----------..:...-:._-'-'-_;,,~:__ __ ~ __ ~~-_;__,__~ __ ,,L_ ____ _;c...: __ ~~--"'--------~ 28 0~ - 27 30 31 01321 ,. · · 33 01:: 36 . ' I t :·. . . ,, -o so ,;'' . -. : :· · "i" ,51 .. ·.: '\; ... -=--"-----'2..:::....:,.:: ' 52 >. REMARKS_: 24F~V3 ..... ...., DF ~ .... ~ .... "\ ~ ..., ...... "'\-.,. ..... "'f-~ ~ .. : .,-.....,, ~ ~-~ ,.; "'\ ..;, ~ , " • .., ~..,, ~ ............. --. A ~ ...,_ ..,. ..,. '"" ~ -~ -'"'i. -"' -'"'\ ... ~ .... "' "\ .,.. -~, ..._ 55 ', ;,,",~ -~ +· ,; ;, , -~~~~1.-:~ -... .,.,,.., ,""'-. ~,'""i ~~, -1<,<j \ ~7' ,, '1!-"""'"',,,-,<' ,,-,,;--,,., ""l:~ ~ \ss · , .•/ ·.-; :, · · · : : :·-. , . . . . . · 'ff.,(/1 I:,-,::_,·_:· '·.. ·. :· ' I: ·.-~tBFA"18 ._.., k " J" -~:--"4---"~" ~ t ,.;·~ ~ "~~--"~~ t-~ ... ,,-.8' '':'·I:·· ~"'~10"" ""·.f "•,-'+2"'·.., ~.., ~ ' -~--, ', PAGE-:.-'JXY-.DALS ·f ., '• ., ·" .• ~1:1 • !' · I·"'"-~·,,,:~~ "'O-r '• "'· ."1:71~2""-t"' '~ '-<·H~·"o .' f"' -~~ ·., ·,".-., -o.., f ':-~ .. ~·-"~. ··o· [ , • GRAL\'lD: T-arALs 1,., . ._.,,_,11-I· l·····,···o-f-·,,·-11192·f-·~····-o·t"··-~---~o~f-·~-~ .... -... ~o·T ~ . --------. -'--·--..... -.~-"--~- . ~ " .. wrAT:, ... , ., ~ f-p•l7192 ·f t"·· · -17192 · I l :-2-::9 -7 Ei .;..1.' ,: 83-4/2) ~ 717° ~ ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 122 SAN DIEGO, CA. 92123 (619) 660-1468 /l;c1~~ f?Cut:J.e:0&72.5 ':_u>r z. L~ ?..trt-M?~ ', ./ I • , I . • l . . . \ ' I ,·, fee .j??t:hvs Sv8.S-rr-3n)7JPZ,,L7 lUI/£;: 'f/2& Ct:Joes ... . ~f11 856,,,/G C,o(2(i). · ·~ _ ..... ,~~ /·t •. :=J ..... ,, ... I: .. ~ , t ... , .. '' ( ' ~? •" . ' ' l •• :.; . ' . Qtitp of Qtarlsbab · 6:YVC"-; @7<3/L.-Br A«Ne/t?v1h-L ;1-~>'IJ.$ U/G?? Jt;!HSOICTION:_--,,,,---,,----DATE //ftl/tB i'?'JJECT ADDRESS: ;@L". /07.) /4r 2 ~as 1/h L,DJJ.r.S > TC: .:5i4=71G' t,..J1 /..JL IN .:SO I.I Lv,5&1201 Cr:tz,d. e b?Uf · . /S7u uJqsf/.1/iJ.D.9 //ism D12. PLAN CORRECTION SHEET :S~,y ;PJ?J:?TZ-c.oS;_, C&t,/J;: ;r2oG7o/ ?l11n Ch•~ck No. 83--L//J--;ZZ: r·1t,, r,lans rl.!cci'led by jurisdiction7"'"'ht-'/.?,/O/Z7 :i-tte r,tans received by ptan checker nZJ. ;c/ztl J natQ 1n1tial plan check completed /4.A:?,P /y. z Fr•RF.,it'IRD: PLEASE READ byVrn'J l"la:: check is limited to technical-requirements c:>nt111ned in the Uniform Building Code, Unifor111 P:umb1ng Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan cheek is based on regulations enforced by the Building Inspection Department. You may have other corrections based-on laws and ordina_nees enforced by the Planning Department, Engineering Department or othe~ departments. The items circled below need clarification, r.od1!ication or change. All circled items have tc be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (cl, 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A, ~ / Please make all e~rrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, tc=rtzftf.L.if!Jf5: oe To facilitate rechecking, please identify,· neK~ to each circled item, the sheet of the plans upon which each correction on this sheet has· been made and return this cheek sheet with the revised plans. @-t/5E D APPLICANT COPY ---CD CITY COPY :> 0 PLAN CHECKER COPY RG:Pt::E'"/2&-ruc~ ..So/~ Rt:-~1z.·r o,,v /'),,1.,r1U $ /.e. "~:f.ec.h /CJ'/-L -- ;5/::A:') ffisL (X"~c,fJ/:h'UC( G,Zu'::'£1?_ '-d). -:ff7 ~ }/Cvf /tJV S / -U> C/7'77 .5 ~i?t_(.e _3~~g -5P. 5:~e~f. -~q/r?"S B-2 Jl-2-/:I~ 3, /llvrr ~ H, e l I l ·.,j I I Ii I (itp of ~arl1bab PLAN CHECK No.8._1-J//~- mvNER -------PLAN REC'D. PLAN CHK'D. ----CHK'D. BY ----- e1x/-h I? ,q /7?CJ J?? -:-:-dJ r-2 /&7 / /9/VO /cl 'E; /2dp r,? S / . . C::::::c::ec. .:330 3 cc J J . t---t ......... ------------......,;;;;.,----:.---·-----··--·------·----------~ (9) //2'-f&-c;)J./ ~/L ,;2/,17-2_ _;/hg,r-_ "7/,e. t:utP/I ~/fd)Z-:,4:.~f/__ . . ffe-/ --/fte /tfL,l/1 rr ce.-1 /;.17;~ ;s~ et? .l?/2/9-c<?,-,/ --4 v V --·---------1 i(ff) $r ~.rjr,n96l& /M#S /f,ZG' VdSP /IV ,t?c;cn11 /O e,, fl//C?elth.Oe ~~~---------~-------------------~-_;;....._~-----""--------·· --4e eK 1-n~6r //Gld77?/J77c'Y? ~.sca,,,.w..o //t/ sa:; ....:.__.Z::...;x::.. «~lfi 12,:)?) · /" c//ec IE::::: /4? 8) /Ze /~0-ace €ff,WcP7.?.s N ::> (13) 6Lr-h?11:::=.:? ctii.J Cc.//n--0 /~f'v}S h :Sc.J, eclcJ/e lft)w ,Bq--/lj /ZC)t:Jr]// . lvrfz...L.., ;::::;,,,..1.1S/2e-:s ~~/ t:11/'/-4; .5i·~. /-;;_;rb-J. ~~-.--/.-..,._/!) ~1 ··1 .• I .I lb- /7, /Ji'. 1'1. r!J..O, :::l.J' PLAN CHECK NO. ~itp of ~arbtbab _.,._"""-~ m\lNER -------PLAN REC'D. PLAN CHK'D. CHK'D. BY ----- Ce;/JMer /'?rVO /-?1-e 2-~I' / ;ve ./9.S ~--Af'7._S r,?CI /&--e_ ~ ~ /:IA/1 ltioV 7P 6.e,_,.fi-uepA,.7 . ce,l,n& /~V.,c;, rich:/ .Iv ·a.bve. z>e1?J.::::r s:/4,:0 · ff ~mo f6 / 1,?~c.1~ /~ c?I/GPZ /cJc){) ¥" 012, IYl.D/C/~·~ ~W a/19-e (?t1Z&v1~ - 4 §:::tz,_if? :" - ·---------· ffi& e,r/f Db6~ ..&-T --//Je c!:f!-/eqh~c,1,1 L ;aio ,VJ e£;:/2;?q v6 ~(? ~-e-J / tJ e, shc>t1L...D f3g-13e,,;b I I'} r;f, t:( ltne ,, /' /.70/Jbllo -:Id -H,,? lf41'A 1 P jJ Cf A-1 _fl ..3G l't' ::Soo~ o·-::fJ-~ e #a-t-~e/, V V l V/ /' P#//.7/l 'I .,_ _,. II ·, J-)t::'~ _1 r..::::: Iv - ~ ti/(/ l-i>t0 ~,e I /he· tv,qz_,kS /::rrt.10 r?!-eJCJ/c.,/ Ce1/1nc;, vre I be /Zett,,)ze.£ /n -i}Je /2(2 CQ,,fZ.,fr r;r/ (/4?dC7'YYl tv/2 /C .• /2 '/S' ¼ .. V . ~-n5:hzo ~ 19s ~ CeJ/2-/~/0o'~ /, e. / /#?. W<t/~ r?J,OC) / ~v'IZ /Z-""R, /4-ei /2 n ~ l 5:3c, 3.354:z:@12, --· -7 , V·· .. -A/ok C-&na1 D~Q L2t:Jru .--/4J )1~ 5-???o/4::.e d,,,,rof 2»2eft--fd'S~ . .. ' fa #'/alt/J/,J,2 d3-se-.oG. cuhGne 0-te ~e m@e./5~<2 :s,rz:;ie£ 87(.,.!£) . 77/f/ I ~C· 33c>-#-S!) ·I 1 ------ // V /llit-1,n-1 rze /q;cJ r--f-e,vlefic a.sl? ~.s 18"') Ce1,r; J))n1 09 ·/4, Ler7-it~cn'1/( ex ~s7-:s JIU-n> vY!e ,fae,,He/n_a.Jh 1M (J r-l2t, t1 ,.:= (C,fe? /Gl1{A.f) ... . , ·-5/.::-t?w 0/.,/ --:M~ ~1e_a8JV /J-Pe~~ D8:]a_ .. /2~;91120.,;JzJ.4 0./J-·rJ' /[J h &41' C(? Cui~ .5::c, 9 t:J8 feR: UooP {()(JJ8.b1n~; ~~M;' ~ .{/ A 1/ A?v,o Ct?/J-"7~17/Jt.Ut:,Cg {.,V ;fh Sec, 9rJ 'J J I V I e ?/-?7&11~/ ffe~ -d-A e .I::bo,('. _.f:elt-ueen /0/ /ht;O /d6 /5 ·-/ ~' 12 ~::/7£C) 6lt:,~'3b?/, / G""/4"'.D;J ·---·· -.. '• ··-~. . -. I. " ' ~ ' ,~ "-·~'' -,.. ..... ' '· ~ FLOOR AND WALL FINISH IN WATER CLOSET ~OHPARTMENTS Section 1711(1) of the UBC requires• smooth, hard, non-absorbent finis~ on the walls and floors-of water closet ccmpartments and adjacent to urinals in all occupancies except dwe11Jng units. Section l711(d) specifies the required finish in all shower areas. The following materials, therefore, may be used to satfsfy the finishes for .walls and floors of all water closet compartments In Group "A" through 1'G11 occu_• pancies, all Group ''H" occupancy hotels and motels, and all shower areas for·Group "A" through 11111 occupancf es. FLOOR.FINISH MATERIALS: I. Concrete troweled smooth. 2. Ceramic tile• glazed or ungla~e~. 3. Terrazzo• cement base. . 4. Harble blocks or slabs. s. Sheet vinyl with fully coved or top set base. 6 •. Magnesite composition. 1. Approved prefabricated shower pans or stalls. WALL FINISH MATERIALS: 1. Portland cement plaster on Mtal lath, wire lath, or wire troweled smooth and painted. 2. Ceramic tile. 3. Marble slabs or blocks. 4. Concrete or concrete block covered with w~terproof paint or piastre~ S. Tempered masonite with factory applied, baked paint or plastic (not approved for shower or tub enclosures). 6 •. Stainless steel sheet. ' ' 7. Plastic tile, simulated marble, or en.,.1 finish metal tile. 8. Approved prefabricated metal toilet ccmpartments, painted. 9. Materials specifically approved as wall ffnlsh material by the 1.c.s.o. ., I .-,I ' I . I I ,T < t '','·.I: ''' ' ',; 'i 17•4. FLOOR AND WALL. FINISH IN WATER CLOSET COMPARTMENTS (continuP.cl~ A few materials which!!! ,!!2! acceptable for use as a finished surface are: 1~. Asphalt ti·le. 2. Vi.nyl ti 1e. 3, Wcod or wood products (exception: tempered masonite). 4. Gypsum board of any type -wallboard, sheathing, or gypsum lath. S. Gypsum plaster, Including Keene's cement plaster. .... ' ' >:., I' ~ ' ·-·-·· ---------- 17-4 FLOOR AND WALL FINISH JH WATER CLOSET COMPARTMENTS (continued) 17-4 - Hastie adhesive used for the application of marble or eerantic ti le shal I conform to Federal Specification No. 181.52*. Thls method of application shall be used in lieu of ·methods described by J.C.B.O. Research Approvals, and su~~ approvals are void in -this respect. All wall surfaces not specifically ·requiring protection under Section 1711 11ay be finished with gypsum· lath and gypium plaster, troweled smooth and painted. Gypsum products may not be used as structural backing for any of the approved finish materials unless Installed in accordance with the.above description. Section 1711 refers to water close.t 11CQCnpartments11 only, not the entire toilet r00ffl. Subsequently, only those areas enclosing the toilet fixtures- and adjoining urinals need comply. When no separate water closet compartments are provided, the requlred protection shall extend 24 inches on each side of, and 24 inches beyond, the front portion of the fixture. (See example below). Fixture or urinal _f·-L -· 241 .. / . -I I ·.1 i .•..• 11 ,' '~-11ln. HCh slde \/)~ *Mastic adhesive ·used for appl icatlon of plastic ti le shall confc;,rm tc;» .-· Federal Speciffeat(on 168.SO. '.,,' ,. . .. . -..;,.• . ......, 4 .. -, .,_. ~ -•• ~ ....... __ ~--~ . .. .,_-;..;:_ ' -~. ~~ TO: , Skz4;-//Jilk' ~ ....... 1.f __ ~itp of Qtarlsbab ' LI/SB.tZ.DI Cons£. e &::?43/ • /. , • / 1 / J_ r, 1200 ELM AVENUE D /S7t! tA./(;;:$rLJNO,P 1/JQH .J.,";?. CARLSBAD, CALl~ORNIA 92008 . ~LAN CHECKER COPY ti \( 1¥ 0 S'n4 l11at2tos ea,;;.:;-9:kle,? · eN'-L-~ ...c. . / . . 0 ~ ~c)\ IC,'1 Q C\! A. ~ B. ~ '"'T C. I ~{ . ~D. ~!E. \JJ F. G. H. I. J. COMMERCIAL PLAN CORRECTION SHEET Plan Check Number . 8" 6,... 4/ _s-. Site Address /4-r-2 LR$· ~/77/21-s Owner $cJ@C ~-Cv/2...DE:72.$ Building Code-Applicable 1979 U.B.C. _______ ...;._ _____________ _ Occupant Load Stories /' · -------------'----------- Occupancy ./3--2 d. o-Ji&:1sJ./:ec/a11J!eJ Use :;>,nib~ Type of Construction __ V_,-,..;./'_V ___________ --'...;..._ Sprinklers: (iii) No Allowable Floor Area_O_~--------Actual __ · ---"~____.f_/_'/~6 _ __,_±-_·_ Basis for Area Increase ;f/11?!25 cl' ~1??,,6/0/S: Remarks uf tl:e, I~ v. 1CVW tC,; O /?Ol7Jf J.)Jrf79-· Date Plans Submittecl_/4'.lcP 'l;{b).) -Date · !ans to Plan Checker~R-7/4~ Date Initial Plan Check C~etedm ,/4·/;7 By ::Tf'na , Applicant Contact Personv 'i/2 M/,htz.5ekz . Tel. /-7t.,,a/--3/ 3 3 F REWORD: PLEASE READ .This plan check is limited to technical requirements contained in the Uniform Bu~lding Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection 0epartment. You may have other corrections based on laws and ordinances enforced by the Planning, Engineering and Fire Departments. For information regarding those departments, please contact Mr. Carter Darnell at (714) 438-5525. The itei:ns below need clarification, modification or change. All items have to be satisfied before the ·plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1979 Uni~()rm Building Code, the approval of the plans does not permit the viqlation of any state, county or city law. Please submit two sets of corrected plans and show on this list where corrections were made i.e. sheet, detail, etc •• Return any original plans and documents that were returned to you by the city. The above items may be returned to the City Building Department or to Esgil Corporation at 9320 Chesapeake Dr., Suite 122, San Diego, CA 92123, telephone (714) 560-1468. 8/19/82 GENERAL Show.job address on plans. Show name, address, & phone number of owner, architect & engineer on first sheet of plans. Architect/En ineer to sin . rovide ~copy of soils report reference same on lans. Provide structural calculations includ- ing lateral analysis. Provide energy calculations; applicable State forms and sign certificate of compliance with Title 24. Provide two copies of approved·grading plans showing finish floor elevations, drainage, retaining walls, etc_. Fully dimensioned plot plan including zone, street widths, setbacks, parking layout, location of proposed and exist- ing buildings, their size, use, and type of construction, existing & finish con- tours, site drainage, contributary drainage. Provide written certification from the City Engineer that project meets Ordi- nance 78-41 for construction in flood· plain. Provide two-complete sets of plans. Show on the first sheet that a separate permit is required for each new struc- ture, wall or sign. Valuation is low; it should be ----Correct the application and pay a sup- plemental plancheck fee of$ ------s mit plans cf exis.t·ing building. Identify the propose use o a roomsJ ~ 'De>SC~~OtlS IT\J ""11.61..E: $'~A lrWO S.wo.c) ,, :;..lU)u/i7" ~'t)l5SC:.~Wi\010 Or 0c£"6M'iV""'{ 11 CCCUPANCY REQtJIREl1ENTS Show number of stories. elevations and data per and_ Sec. 420 (story) to mination was made. Provide ground Sec. 408 (grade} show how deter- Total floor area is limited to ----s.F. Sec. 505 and 506. Unobstructed yards of ___ ft shall be maintained on sides of building for allowable area purposes. Show same on plans. Owner shall sign and file with County Recorder and Building Dept an agreement to maintain the required unobstructed yar 0C:c::'<.,;>A11J&.Lt . 1.-\. -sei:.-n "V frlil.O ~separation,walls: Provide~details for ]ryl 1. &ll 1separation walls per S:et.~~¢ ~Le' S--'B separation in and Sec. 503 . ""TIA'"0.'7"" 4 Du orizon al occupancy separation -supported with a structural system hav- ing equivalent fire-resistive protection.:· Sec. 505(b). . The ,building is limited to stories -or _ ft in height as a type __ _ ~ctu e • 507 and Table 5-D. t-~1oe1-u-=-..e-o-P Mlc"'Z"2.\--9 ~J nv(a"' GROUP A A-3 Occupancies should be of one-hout4 -fire-resistive construction if locate in a basement or above the first sto • · Sec. 602(b). A-2.1 Occupancies with an -of 1000 or more should be n:..F.R., II one-hour, III one-h r or IV one-hour buildings. The a~mbly room should not be in a basement if it contains this high occup:znt 1oad. Sec. 602(b). . The main entrance should ront directly upon-or have a 20-fort ide access to a public way at least 2 feet in width. . Sec. 603 .• _ Light and ventilazn should comply · with Sec. 605. _ A one-hour fire-esistive occupancy separation is equired between the boil- heating plant and the rest ng. Sec. 608. _ Exterior o enings for rooms containing -- a boiler r central heating plant should be pro cted wi't:h three-fourths-hour fire-esistive assemblies that are fixed, aut atic, or self-closing if located · be w openings in another story or if ss than 10 feet from other doors or indows in the same building. Sec. 608. GROUP E Rooms in Divisions 1 and 2 occi ncies used for day care purposes, ndergarten, first or second grade pu sand Division 3 occupancies shall be located above the first story a e grade. Sec. 802(c). (Also see · y Ordinance 81-36) A one-hou ire-resistive construction is re red for shops, storage rooms and jani or closets. Sec. 802(c), 802(d). Page 2 of 8 7/81 ' onea required exit should £ r upon, or have a 20 foot de access to, a public way at lea 20 feet in width. Sec. 803. · Approved fir arms shall be prov~ded for all G p E Occupancies with an occupa load of more than 50. Sec. 809. Lig & ventilation shall comply with c.·805. GROUP I Group I, Division 3 Occupancies be of Type I or II construction complying with the exception 1002(b). Group· I, ~ivision 1 & 2 cupancies should be of one-hour ire-resistive construction throu out. Table No. 5-C ms shall be provided for all Grou Occ~pancies. Section 1009. Approved s inkler systems shall be pro- vided a per Sec. 3802(b) (4). Ligh ventilation shall comply with S • 1005 • ., GROUP H GROUP B !otor vehicle service stations should be ... : f non-combustible fire-r {ardant treat- d wood or one-hour fir resistive con- truction. Sec. 702 torage·areas in ex ss of 1000 sq ft in onnection with w lesale or retail .ales should be eparated from the pub- ic areas by one-hour fire-resistive ccupancy se ration unless·the building s equippe throughout with an automatic 9uishing system. Sec. 702(b). -~ _ Light and comply with Sec. 705. Exhaust ventila-ti or near floor level is requir by Section.705. · A one-hour fi -resistive occupancy separation required between a boiler c tral heating plant and the he ·building. Sec. 708.- -TYPE OF CONSTRUCTION Roof coverings should be fire retardant ..._ Sec. 1704 and 3203(e). Exterior (court) walls within feet -of property lines should be of _ -· hour construction. Sec. 03(a) t _ Openings in exterior (courtwalls with- . in feet of property lines should be protected with three-fourths-hou~r-~~ fire assemblies. Sec. 03 ( <;-¼cu~ space under the should be enclosed as required in· e:e ! 1W I ~ hour construction) • MJ'1 ?v.1TI?Oti PL. Fire-resist e construction for structur- -al frame elements in the exterior walls should comply with Footnote No. 1 of Table No. 17-A and Sec. • See Sec. 1702 for clarification. Building paper should be applied to ex- -terior walls as specified in Sec. 1707(a) Enclosures for floor openings should -comply with Table No. 17-A, Sec. 1706. Details should clearly indicate this. Structural members carrying masonry or -concrete walls in buildings over one story in height should be protected wit minimum one-hour fire protection. Sec. 1708 Nonabsorbent finish and backing for toi- . let room ~~~and floor should conform with Sec. l(a). Shower sta wa ls should be finished with a hard, nonabsorbent surface to 70" above the drain inlet. Sec. 1711(d). Doors and panels of shower and bathtub -enclosure should comply with Sec. 17ll(e) . through (g) • Parapet walls not less than 30 inches in -height are required. Sec. 1709 Eave overhangs and similar architectural -projections should comply with Sec. 1710. Page 3 of 8 ~rejections beyond the exterior wall .. hould conform with the least restrict- . Ve of the following: a) A point one-third the.distance to the property line from an exterior wall. Sec. 504(b) b). A point one-third the dist_ance from an assumed vertical plane located where fire-resistive protection of openings is first required due to location of property. Sec. 504(b) nvelope ceilings should satisfy the ollowing conditions (sec. 4303(b)~: a) Should not be.used to provide fire protection for beam and girders supporting more than one floor. ~)-Colu~s should be individually fire protected. c) Duct and outlet openings are limited to 100 sq in in each 100 sq ft of ceiling area and should be protected with approved fire dampers. d) Electrical outlet·boxes should be of steel and not greater than 16 sq in in area. (See Bldg Dept Procedure E-1). ~psum board ceilings in fire-resistive . ssemblies should be supported at inter- . ·als not exceeding 16 inches. Item 25, .'abie No. 43-C and ICBC Report 1632. ~od stripping or suspended wood systems or gypsum board ceilings should be not ess than 2-inch nominal thickness. ec. 4704(b) (Sec. 4703(b) for wall tripping) 'inal partit'ion layouts and details hould be submitted prior to installa- ion to justify compliance. with occu- ancy, fire-resistive, structural, and .xit requirements. ·ustifying test data in conformance with ,ec. 105 or an ICBC research recommenda- .ion.is required for -=---:-:--:---':""""~---~oms in which rubbish (linen) chutes erminate should be separated from the emainder of the building with a one- .our occupancy separation. Sec. 1706(c) ipenings into rubbish and linen chutes .hould not be located ill required exit .orridors or stairways. Sec. l706(c). ·rovide cooplete access for handicapped er Chapter 17, Table 33A, applicable tate & City regulations, & ------ EXIT REQUIREMENTS _ Conforming exits are required from the areas below as specified in Sec. 3302 (a). _ Exits should have a minimum separation of one-half the maximum diagonal di- mension of the room or area served. Sec. 3302(c) _ No point in the building should be more than 150 feet from an exterior exit, horizontal exit, enclosed stairway, or exit passageway, measured in the direc- tion of travel. Sec. 3302(d) ----- doors should swing int e direc- tion of egress when serving occupant load of 50 or more. Sec. 3303(b) See doors Woo:Oa.~~ \D.;tn Cate, rt'.il !'i~'ll!. -e acting doors are not allowea where serving a tributary occupant load of more than 100. Sec. 3303(b) _ Exit doors should be openable from the inside without the use of a key, spe- cial knowledge, or effort. Sec. 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 (maximum width 4'0") Sec. 3303 (e) (f) • The net dimension (clear width) at -doorways should be used in determining exit widths required by Sec. 3302(b). Sec. 3303(e). In consideration of door thicknesses, panic hardware, door swing etc., the required exit widths have not been furnished. See door ------ _ A floor or landing not more than 1 inch below the threshold is required on each side of ~n exit door. Sec. 3303(i). Doors should not project more than 7 inches into the required corridor width when fully-opened or more than one-half into the required corridor width when in any position. Sec. 3304(d) _ Revolving (sliding) (overhead) doors are not permitted as exit doors. Sec. 3303(g) _ Exit doors should provide immediate access to an approved means of egress. Sec. 3303(h). Exiting through another room does not comply. Page 4 of 8 7/81 . , Corridors should have a minimum width of 44 inches. Sec. 33d4(b) Minimum· height 7'0" measured to the lowest pro- jectio-p from the ceiling. Sec. 3304(c) Corridors serving nonambulatory per- sons should have an 8-foot minimum width. Sec. 3319(c). Dead end ot corridors and exit balconies- are limited to 20 feet. Sec. 3304(e) Wai]:sand-:--ceilings oi corridors serving an occupant load of 30 or more should bJ of one-hour fire-resistive construction. Sec. 3304(g) Show complete details on_,.,. pow this is done. Exterior exit balconies cannot project into an area where protected openings are required. Sec. 3304(1) Interior openings into corr.idors should be protected as set forth in Sec. 3304(h) Stairway ________ should .have a minimum width of inches. Trim and handrails should not project more than 3½" &· l½" respectively into the required width. Sec •. 3305(b). Risers on stairways should not exceed 7½ inches and runs should not be less than 10 inches; 3/8" is maximum deviation Sec. 3305(c). . Minimum stair landing dimensions are ___ X _ • Sec. 3305(g) -~ . . . Door swing over stair lndgA excessive. 3305 (g Basement portion of stairways should have an approved barrier where continuous to upper floors in an exit enclosure. Sec. 3305 (h) Vertical distances between stairway land- ings are limited to 12 feet. Sec. ~\ 3305(i . andraiis : not less than 30" than 34" above· the tread; two required where stairways exceed 44" in width; one to extend net less than 6" beyond top and bottom and ends shall return; grip imension l¼" -2". ·cuardrails for stairs, balconies, and landings should conform with Sec. 1716. Note that 911 sphere cannot pass between in- termediate rails. (Height required 42" minimum) . Openings in exterior walls within 10 ft of exterior stairways should be protec- ted with self-closing three-fourths-hour fire-resistive assemblies. Sec. 3305(1) @uilding over 2 stories) Enclosed usable space under stairways should be protected on the enclosed side as required for one-hour fire-resistive construction. Sec. 3305(m) 3305(n) Noncombustible exterior stairs are re- quired. Sec. 3305(n) Exterior stairs should not project into -yards where wall openings must be. pro- tected. Sec. 3305(n) One stairway should extend to the roof. -Sec. 3305(0) (4 stories or more in --- height) · Six-foot 6-inch minimum headroom clear- ance for stairways should be indicated on plans. Sec. 3305(p). Note that this is from a plane tangent to the: stairway tread nosings. Ramp slopes. should not exceed one foot -in 12 feet. Sec. 3306(c)(d) Surface of ramps should be roughened -or of a nonslip material. Sec. 3306(g) Stairways should be enclosed as speci- -fied in Sec. 3308 (a) One (two)-hour fire-resistive walls are required. (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 ex- tending to the exterior. Fire- resistive construction should be as required for the exit enclosure, including protected op'enings. Only exir doors are permitted to open' into the corridor. See exception (e) An approved barrier is required at the ground floor to prevent people from accidently continuing to the lower level. (f) Usable space is not allowed under the stairs. _ Exit Courts, 3310: (a) Width (per 3302) or (44" min); (b) Projections (s) exceed allow- able; (c) Construction & openings to be 1-h for 10' above court floor & 3/4~hr· respec- tively if over 10 occupants and less than 10' wide. Exit court is a yard or court providin~ egress to a public way. No openings other than required exits -are permitted in exit passageways. The ·passageways should be of ___ -hour fire-resistive construction. Sec. 3311(a) Page 5 of 8 7/81 ' Exit illumination and signs should be · provided in conformance with Sec. 3312. Aisle (cross aisle) in auditorium. should have a minimum width of ___ Sec. 3313(b) Sec. 3313(e) & no single step (3313(h) Panic hardware is required on exit doors serving Group A-3 Occupancie~ having an occupant. load of more than SO. Sec. 3316(a) Main and side exits in conformance with Sec. 3315 are required for A-1 Occupan- cies. Sec. 3315 An occupant load sign is required in assembly areas, etc., that have an occupant load of more than 50. Sec. 330l(j) FLOOR ROOF CONSTRucrroN COVERI SKYLIGHTS, R 0 ~The space between wood floor tion and a suspended ceiling below should be divided into areas not exceeding 1000 · ft. Sec. 2517 (f) ( ~~ ? ) Att cs of com usti le material should be divided into areas not exceeding 3000 (9000) sq ft. Sec. 3205(b) Roof drainage should not flow qver public property. Sec. 3207(e) Overflow drains having the same size as roof drains and on independent drain lines are required. 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-. Sec. 3207 (c) The aggregate area of penthouses and other roof structures cannot exceed 33 1/3 percent of the supporting roof area. Sec. 3 ) ·--,._ ·FIRE-EXTINGUISHING SYSTEM m approved automatic fire-extinguishing ;ystem in the-~~~---,------is ~equired. Sec. 3802(b) · This includes ,lind spaces enclosed wholly or partly by :ombustible construction. . :·_ Class _ standpipe system is required. Sec. 3803. _ Fire-extinguishing system plans should be submitted by you to determine com- pliance with applicable building, plumb- ing, and fire codes. Retail stores total 12,000 sq ft per floor must be sprinkled. Sec. 3802(b)(6)A FINISH WORK The interior wall and ceiling finishes should be specified and comply with Table No. 42-B and Sec. 4203 (Flame spread rating) _ Gypsum wallboard (interior lath and plaster) cannot be installed on weather- exposed surfaces. Sec. 1711, 4705, & 4711. See Sec. 424 for definition of weather exposed surface. _ Skylights should comply with Chapter 34. Plastic skylights are allowed only under. the conditions specified in Sec. 5207 _ Glass and glazing should comply with Chapter 54. Type and thickness of glass should be specified. _ Glass and glazing subject to human im- pact should comply with ·Sec. 5406 and applicable Federal regulations. MISCELLANEOUS Provide pedestrian protection as per Chapter 44. _ Permanent access to mechanical equipmen on roof must be provided. Mechanical Code Sec. 710 Provide column Sec. 4303(b (5) light fixtures install in uspen - ed ceilings shall be secured to the main and/or-cross runners with seismic clips unless installed in accordance with other approved engineering. Page 6 of. 8· 7/81 ' ,Show hood over restaurant range - construction, clearances, installation, fire extinguisher system. Provide grease trap for restaurant, ex- terior to the building. Sec. 711 of Uniform Plumbing Code. ·· Hot water heater's P & T valve to drain to the exterior of the building. STRUCTURAL Special inspection in conformance with Sec. 306 is required. Clearly reference details on plans, sec- tiQns and elevations. All masonry or concrete elements resist- ing seismic forces should qualify as re- inforced elements. Sec. 2312(j)2B Precast c~ncrete wall panels are limited to an h/t ratio of 36 (25). Sec. 2616(c) Wood members may support loads from ma- sonry or concrete only under the condi- tions specified in Sec. 2516(a). Structural calculations should be sub- mitted to justify the adequacy of the structural system in resisting seismic and wind loads, and supporting dead and live loads. Detail beam to column connections. The roof should be designed for uplift wind pressures with due consideration for lateral support. of compression flanges of flexural members. Floor load should consider a 20-pound per sq ft partition load. Sec. 2304(d) Marquees should be designed for a 60- pound per sq ft live load. Table No. 23-A . Cross grain tension in wood is not allowed. Provide joist anchors 4 feet on center maximum spacing without spe- cial wall design. Sec. 2312 Note on plans "Wood diaphragm placement and nailing must be inspected and approved before covering". Garages for the storage of private pleasure cars should be designed for a minimum 2000-pound wheel load. Sec. 2304 (c) Live load reductions should comply with Sec. 2306. · Glued-laminated lumber should be fabri-~./4 cated in ~ccordance with Sect 2511(f)¢JotJ:.} A certification of inspection shall be submitted prior to field inspection. _ Allowable stress in glued-laminated mem- bers over 12 inches in depth should con- sider a depth reduction factor. Sec. 2511(d)6 _ Bolted connections exposed to the wea- ther are limited to 75 per cent of the allowable load under protected condi- tions. _ Anchorage of concrete and masonry walls should comply with Sec. 2310. _ flywood grades should co,nform with Table No. 25-B. _ Justification is required that suffi- cient slope or camber is available to assure adequate roof drainage after long time deflections. In lieu of this, roofs must be designed for possible ponding of water. Sec. 2305(f) _ Details on stressing method and hardware along with justifying data are required on pres~ressed concrete work. Note that all tendons should comply with Sec. 4303 (c)3, for fire-resistive purposes. _ Welding data or details for steel deck- ing used as a diaphragm should be pro- vided·. Details and calculations should be pro- vided on roof (floor) diaphragm connec- tions that indicate how the shears are transferred to vertical shear-resisting elements. _· Nailing for gypsum board (lath, sheath- ing board) used structurally on shear walls should be specified to comply with Table No. 47-I. _ Shear walls utilizing gypsum·board (lath, sheathing board) cannot be used to resist loads imposed by masonry or concrete walls. Footnote 1, Table No. 47-I. Railings should be designed to with- -stand a 20 (SO) ·pound per foot hori- zontal force. Table No~ 23-B _ Ceiling framing should be designed for total load of not less than 10 (20) pounds per sq ft. Table No. 23-B _ Suspended ceiling shall be designed to lat- eral loads.(2312-g ·& Tables 23-B & 23-J) _ Interior partitions should be justified structurally for stre~gth and deflection criteria soecified in Sec. 2309 (b). & r· :tl+E-l;ftt~c. :Jh, m,J ~ ~~~) v. ,s. 't¼ e . . I Wr) '1.i?~, Qffi e:zrk r~001 °ihf l.aE"!, fZoo V\1 , ~ -m:> UJ :±be 2 NO e:~ili tr a r\) :±:b <? f;,..po a R ~ \\J (A • i) Ci. t~r\ RFt-{ ·:tlr~t'-t11e ,zec.eryfitA{] 0/\ea IS ~~mv~ -tt 8 of 8 Gz-v£q,zz L,4:15/.:?/~U<:£ .Pvr:s r..Snc-@ss d e.1 e,c:, --r1z -e S/~/CJ 6#-;9LL.. Be: ?os.h£V ;:;£/Z-Sec, z ao 4 r?:') . ~w 71/~ 1~a1~ J)/rE?lfl21?111J //);.J---/t..//llt}, jPg-e 0/~!!:»1 ON '~ 7/Je /4y:,1:::: m~rn/1?r ;JtJ5!1'J : I tul/;91' ;JUfwojlO IS CISGi'0 ~1'7 /?a::,C (f-n/0 /·f:Jv j,.rJ/.J) oor? 5/79 . I +-. ......... Date, Jurisdiction {j'.11&:5~ Prepa~re.d bys _ VALUATION AND PLAN CHECK FEE PLA?tCHECK N~. 83-~/S- .BUILDING '.ADDRESS .£,17"'" 2-C,,,,-96 P~/38 .D2, a Bldg. Dept. tJ Esgil APPL"!,CANT/CONTACT:5kz.JG' tv1LfL1VS.dA/ PHONE NO. 7¥1/-3J._":J3 BUILDING OCCUPANCY@ .8e L?e@m117e£1 PESJGNER PHONE N V -wl -----TYPE OF C_ONSTRUCTION ---"'...:.----CONTRACTOR PHONE_/_, ___ _ BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER Oh9 c GS . Q vf. ~/4~-/eJ/ ~/t) e~1,cr0 /~1!/f/0 ( V·NJ ,. 7 _zj),.£);/8772/ /M.----V-N') c:21/frJ 5 ~~,av 6"-477/0 I .17 .. - Air Conditionine Commercial ..,:3.,;/.../:;l-@ 2.80 R9'J4 . Residential /. I (cl 2.40 Res. or Comm. ~ 9;116_. 4G~7~ Fir-e S-orinklers Total Value Fee Adjusted To Reflect @ D E.nergy Regulations (Fee 0Handicapped Regulations 1.50 , , 7(pt_/7~~ ,I X 1.1) (Fee x 1.065) $ Bulldrng Permit Fee $~-.c~~;(l 2Sr j-O 11 lan r. heck r ee__;$::....__-.L-/_.3=--=~=--...;2_, _o___,_Z;__ _________ z._$ ______ _ 1· Ll MM l NI S_: --------------------------- 8/4/82 ~. ~-' ,_,·<~ : . "'.: . '··.:, Citp of Carlsbab ~~Gast @11;4,u~1C-"9p ~-m ..:s~ee r : Nao 'check ia h111ited to technical requiremenu c~nta&ned in the Uniform Building Coda, Unifor• Pluab&ng Code, Uniform M~chanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for, the h~~dicapped. The plan cheek is based on regulations enforced by the Building Inspection =~partment. You may have other corrections t:ased on laws and ordinan·ees enforced by the ?tanning Department, Engineering O~partment or otr.er departments. The items circled below need clarification, rod1hca.tion or change. All circled items have tc be satisfied before the plans will be in confor~anee with the cited eodea and regulations. Per See. 303 Cc>, 1979 Unifona Building Code, the approval of the plans doea not per111it the v1olation of any state, county or city law. A. PJ,\t.S ~e uke all corrections on the original tracings and aublllit tWQ new aets of print•, anJ any ori91nal plan sqts that 1111y have b~en·returned to you by the jurisdiction, tc.: To facilitate rechecking, please identify, nex: to each circled item, the sheet of tr.e plans upon which each correction on thu sheet has been made ·and return thu c~eck sheet with the revised plans. COPY PLAN CHECKER COPY t---+------------------·-------- ,' ·-------. -· ----------t I I I ~,~ . t'' A. WALKS AND SIDEWALKS (SEC. 2-3323) Ai 1o. , l. Walks and sidewalks shall have a continuous com· --v. µ mon surface, not interrupted by steps or by abrupt changes in level exceeding ½ inch, and shall be a minimum of 48 inches in width. 2. Surfaces with a slope of less than 6 percent gradient shall be at least as slip-resistant as that described as a medium salted finish. 3. Surfaces with a slope of 6 percent gradient or greater shall be slip-resistant. 4. Surfac( cross slopes shall not exceed¼ inch per foot. 5. Walks, sidewalks and pedestrian ways shall be free of gratings whenever possible. For gratings located in the surface of any of these areas, grid openings in gratings shall be limited to½ inch in the direction of traffic flow. 6. When the slope in the direction of travel of any walk exceeds 1 vertical to 20 horizontal it shall comply with the provisions for Pedestrian Ramps. 7. Abrupt changes in level along any accessible route shall not exceed ½ inch. When changes in level do occur, they shall be beveled with a slope no greater than l :2 except that level changes not exceeding ¼ inch may be vertical. When changes in levels greater than ½ inch arc necessary they shall comply with the requirements for curb ramps. . 8. Walks shall be provided with a level area not less than 60 inches by 60 inches at a door or gate that swings toward the walk, and not less than 48 inches wide by 44 inches deep at a door or gate that swings away from the walk. Such walks shall extend 24 inches to the side of the strike edge of a door or gate that swings toward the walk. 9. All walks with continuous gradients shall have level areas at least 5 feet in length at intervals of at least every 400 feet. J, HAZARDS (SEC. 2-3324) 1. Warning curbs. Abrupt changes in level, except between a walk or sidewalk and an adjacent street or driveway, exceeding 4 inches in a vertical dimen• sion, such as at planters or fountains located in or adjacent ·to walks, sidewalks, or other pedestrian ways, shall be iden~ified by curbs projecting at least 6 inches in height above the walk or sidewalk surface to warn the blind of a potential drop off. When a guardrail or handrail is provided, no curb is required when a guiderail is provided centered 3 inches (plus or minus one inch) above the surface of the walk 01 sidewalk; the walk is 5 percent or less gradient or no adjacent hazard exists. 2. Overhanging Obstructions: Any obstructions that overhangs a pedestrian's way shall be a minimum of 80 inches above the walking surface as measured from the bottom of the obstruction. C. PARKING (SEC. 2-7102) 1. Tbe following table establishes the number of handi· capped parking spaces required: Total Number of Parking Spaces Number of Handicapped Parking Spaces Required 1 • 40 • • . • 1 41 • 80 ••.•••. 2 81 • 120 •...••. !> 121 • 160 ....••. 4 161 · 300 ••.•••. 5 301 · 400 ••..••. 6 401 • 500 .• over 500 ...•••. l for each 200 additional spaces provided When less than 5 parking spaces are provided, one shall be H feet wide and lined to provide a 9 foot parking area and a 5 foot loading and unloading area. · 2. Physically handicapped parking spaces shall be lo· cated as near as practical to a primary entrance. If only one space is provided, it shall be 14 feet wide and lined to provide a 9 foot parking area and a 5 foot loading and unloading area, When more than one space is provided in lieu of providing a 14 foot wide space for each parking space, two spaces can be provided within a 23 foot wide area lined to provide a 9 foot parking area on each side of a 5 foot loading and unloading area in the center. The min- imum length of each parking space shall be 18 feet. 3. In each parking area, a bumper or curb shall be pro- vided and located to prevent encroachment of cars over the required width of walkways. Also, the space shall be so located that a handicapped person i1 not compelled to wheel or walk behind parked cars other than their own. Pedestrian ~ys which arc accessible to the physi- cally handicapped shall be provided from each such parking space to rcaltcd facilities, including curb cuts or ramps as needed. Ramps shall not encroach into any parking space. · EXCEPTIONS: I. Ramps located at the front of physically handicapped parking spaces may encroach into the length of such spaces when such encroachment does not limit a handicapped person's capability to leave or enter their vehicle thu1 providing equivalent facilitation. 4. Surface slopes of parking spaces for the phylically handicapped shall not exceed ¼ inch per foot in any direction. 5. Entrances to and vertical clearances within parking structures shall have a minimum vertical clearance of 8 feet 2 inches where required for accessibility to handicapped parking spaces. D. SANITARY 1-'ACll.l'l'IES (SEC. 2-1711) 1. Where separate fadlities are provided for non-handi- capped persons of each sex, separate facilities shall be provided for handicapped persons of each sex also. Where unisex fadlities arc provided for non- handicapped persons, such unisex facilities 1hall be provided for the handicapped. 2. Where sanitary facilities are located on accessible floors of a building, they shall be made accessible to the physically handicapped. 3. Passageways leading to sanitary facilities shall have a clear access width as specified in Chapter 33. All doorways leading to such sanitary facilities shall have: a) A clear unobstructed opening width of 32 inches. b) A level and clear area for a minimum depth of 60 inches in the direction of the door swing as measured at right angles to the plane of the door in its closed position, and 44 inches where the door swings away from the level and clear area. 4. Multiple accommodation toilet facilities shall have the following: a) A clear space measured from the floor to a height of 27 inches above the floor, within the sanitary ,facility room, of sufficient size to inscribe a circle with a diameter not Jess than 60 inches, or a clear space ·56 inches by 63 inches in size. Doors other than the door to the handicapped toilet compartment in any position may encroach into this space by not more than 12 inches. · b) A water closet fixture located in a compartment shall provide a 28 inch wide clear space from a fixture or a 32-inch wide clear space from a wall at one side of the water closet and a 48 inch long clear space in front of the water closet if the compartment has an end opening door (facing the water closet). A 60 inch minimum length clear space shall be provided in a compartment with the door located at the side. Grab bars shall not project more than 3 inches into the clear spaces as specified above, c) A water closet compartment shall be equipped with a door that has an automatic closing device, and shall have a clear unobstructed openingwidth of 32 inches when located at the end and 34 inches when located at the side with the door positioned at an angle of 90 degrees from its closed position, Except for door opening widths and door swings, a clear unobstructed access not less than 44 inches shall be provided to water closet compartments designed for use by the handicapped and the space immediately in front of a water closet compartment shall be not less that 48 inches as measured at right angles to com• partment door in its closed position. 5, Single accommodation toilet faciliieis shall have the following: There shall be sufficient space in the toilet room for a wheelchair measuring 30 inches wide by 48 inches long to enter the room and permit the door to close. The water closet shall be located in a space which provides a 28 inch wide clear space from a wall at one side and 48 inches of clear space in front of the water closet. 6. In an existing building a single accommodation toilet facility may have the water closet fixture located in a compartment which provides a clear space of not less than 36 inches wide by 48 inches long in front of the water closet. 7. Grab bars located on each side, or one side of the back of the physically handicapped toilet 1tall or compartment shall be securely attached 8!1 ~ches above and parallel to the floor. Grab bars at the side shall be at least 42 inches long with the front end , l . ~~-:-:-rli'f~,..;....,_.....,. ______________________ ..,.....,_,.._....,. ___ ...,,.~--------------------...,,.,"7""..,.-..,....-, '/ positioned 24 inches in front of the water closet stool and grab bars at the back shall be not less than 36 inches long. The diameter or width of the gripping surfaces of a grab bar shall be 1 ¼ inch to 1 ½ inch or the shape shall provide an equivalent gripping surface. If grab bars are mounted adjacent to a wall, the space be- tween the wall and the grab bars shall be 1 ½ inches. 8. A clear floor space 30 inches by 48 inches shall be provided· in front of a lavatory to allow a forward approach. Such clear floor space shall adjoin or overlap an accesible route and shall extend into knee and toe space underneath the lavatory, 9. Where urinals are provided, at least one shall have a clear floor space 30 inches by 48 inches in front of the urinal to allow forward approach. i. WATER FOUNTAIN LOCATION (SEC. 2-1712) J. Where water fountains arc provided, they shall be located completely within alcoves, or otherwise positioned so as not to encroach into pedestrian ways. · · ·· · · · ·· · f .• l)RINKING FOUNTAINS (SEC. P-1507) 1. The drinking fountain shall be a minimum of 18 inches in depth and there shall be clear and unob· structed spaces under the drinking fountain not less than 27 inches in height and 18 inches in depth, the depth measurements being taken from the front edge of the fountain. A side approach drinking fountain is nQt acceptable, 2. The bubbler shall be activated by a control which is easily operated by a handicapped person such as a hand-operated lever type control located within 6 inches of the front of the fountain, a push bar control along the front of the drinking fountain, etc. The bubbler outlet orifice shall be located within 6 inches of the· front of the drinking fountaiQ and shall be within 36 inches of the floor. The water stream from the bubbler shall be substantially parallel to the front edge of the drinking fountain. G, DOORS & HARDWARE (SEC. 2-330 l, 3303, 3306) 1. All primary entrances to buildings shall be made accessible to the handicapped, 2. Hand activated door opening hardware shall be centered between 30 inches and 44 inches above the t1oor. Latching and locking doors that are hand acti· vated and whlch are in a path of travel, shall be oper- able with a single dfort by lever type hardware by panic bars, push-pull activating bars, or other h~rd- ware designed to provide passage without requiring the ability to grasp the opening hardware. Locked exit doors shall operate as above in egress direction. Door~ ~o individual hotel or motel units shall oper- ate snrularly, except that when bolt and unlatching operation is key operated from corridor or exterior side of unit door, large bow keys (2 inch) full bow or I¼ inch (half bow) shall be provided in lieu of lever type hardware on the corridor side. Separate dead lock activation on room side of corridor doors in hotels or motels shall have lever handle or large thumb turn in an easily reached location, !. Width and Heights. I. Every required exit doorway shall be of a size as to permit the installation of a door not less than 3 feet in width and not less than 6 feet, 8 inches in height. When installed in exit doorways, exit doors shall be capable of opening at least 90 degrees and shall be so mounted that the clear width of the exitway is not less than 32 inches. 4. For hinged doors, the opening width shall be mea- sured with the door positioned at an angle of 90 degrees from its closed position. At least one of a pair of doors shall meet this opening width require- ment. Revolving doors shall not be used as a required entr~nce for the physically handicapped. 5. Maxtmwn effort to operate doors shall not exceed 8.5 pounds for exterior doors and 5 pounds for interior doors, such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above standards. When fire doors are required, the maximum effort to operate the door m.ay be increased not to exceed 15 pounds. 6, Construction. The bolt(Jm IO inches of all doors except automatic and sliding shall have a smooth uninterrupted surface to allow the door to be opened by a wheelchair. f?otrest without creating ~ trap or hazardous cond1t1on. Where narrow frame doors are used, a 10 inch high smooth panel shall be installed on the push side of the door, which will allow the door to be opened by a wheelchair footrest 7, Thresholds shall not exceed½ inch in height. 8. Where turnstiles arc used a door or gate that is accessible to the handicapped shall be provided within 30 feet. H. RAMPS (SEC. 2-3306) I. The slope of a ramp shall not exceed 1 in 12. 2. The top landings on a ramp must be at least 60 inches in depth. !I. If a door swings onto a top landing the landing depth shall be not less than 42 inches plus the width of the door. 4. The top landing shall have a width not less than its depth. 5. The top landing shall extend not less than 24 inches beyond the strike side of the door at exterior ramps and 18 inches at interior ramps. 6. The bottom landing shall be not leu than 72 inches deep. 7, Intermediate landings shall be provided at turns and whenever the change in level exceeds 30 inches. 8, Intermediate landings on straight ramps shall have a d~pth of not less than 3'-6". Intermediate landings on ramps that turn greater than 30 degrees shall be not less than 6 feet in depth. 9. IO. 11. 12. Ramps shall be not less than 4 feet wide. Ramps serving a primary entrance for an occupant load of 300 or more shall be not less than 5 feet wide. Handrails shall be placed on each side of each ramp and shall extend 12 inches beyond the top and bottom of the ramp. Surfaces of ramps shall be slip resistant. I. WATER CLOSETS (SEC. P-1502) I. The height of accessible water closets shall be a min- imum of 17 inches and a maximum of 19 inches measured to the top of the toilet scat. flush controls shall be operable by an oscillating handle with a maximum operating force of 3 lb or by a remote low voltage button. The handle or button shall be located so they arc operable without requiring excessive body movement. J, URINALS (SEC. P-1503) 1. Where urinals arc provided at least one elongated rim at a maximum of I 7 inches above the floor is rrquired, 2. Flush controls shall be hand operated, and shall be mounted no more than 44 inches above the floor. K. LAVATORIES (SEC. P-1504) 1. Lavatories shall be mounted with a clearance of at least 29 inches from the floor to the bottom of the apron with knee clearance under the front lip ex- tending a minimum of 30 ir,ches in width with 8 inches minimum depth at the top. Toe clearance shall be the same width and shall be a minimum of 17 inches deep from the front of the lavatory. 2, Hot water and drain pipes under lavatories shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. 3. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no greater than 5 lb. Lt:ver-operatcd, push-type and electronically controlled mechanisms are examples of acceptable designs. Self-closing valves arc allowed if the faucet remains open for at least 10 seconds. I:,. TELEPHONES (SEC.2-1713) 1. General. If public telephones arc provided, they s~1al~_comply _ without creating a trap or hazardous condition. · · ~ i •t#.-t~•"',:!'"'....,.._,_...-~ __ .. ....,,,. .... ~--0,-----;. ...... ...--~ ... ---"""""-w-.... >~ ~~t\~t~f~~~~""""'~~~~~j~,,.~~':I~( '~. _.:i_',z,.~:.: --. ' .. POOR • • ! . - . · ·QUALITY· . · . . . ...,. ' . t; ~ -· i. ,i 1. . . · · O·RIGINAL S . . --:, --= ··-·. ----.,, , i ( . , } l-· ) . I I l I :1 .. ; -,,, r-> ... . .... -), CARLSBAD FIRE DEPARTMENT. _k_APPROVED DISAPPROVED PAGE 1 nf I 2 7 5 £ L M A V E N U E , CA R L S BAD , CA 9 2 0 0 8 (711,) 4J8-5521 PLArl CHECK #_,J,~~ OTHER REF # PLAN CHECK REPORT /~'] r .. J J PROJECT ~ /~ ADD,-iESS ARCHITECT -,-i--'·'--=...-~---------ADDRESS ________ PHONE _____ _ OWNER ADDRESS ________ PHONE ____ _ OCCUPANCY P -2:::-: CONST. TOTAL SQ. FT. STORIES D SPRINKLERED D TENANT IMP. .,, APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: ++++++++++++++++++++++++++++++++++++++++++++++++++++ __x_ 1.J Provide one copy of the floor plan(s), site plan, and sheets _______ _ _x_ 2.J Storage, dispensing or use of any flarrrnable or combustible liquids, f-lammab'.<. liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code and -----------------------------~ 3.J Building(s) not approved for high pi 1 ed combustible stock. Storage in c1osei1 packed piles shall not exceed 15 f ~c in height, 12 feet on pallets or in ratks and 6 feet for tires, plastics and :,ime flammable liquids. If high stock pi: ng is to be done, comply with Uniform t,re Code, Article 81. 4. Medical gas system(s) shall comply with N.F.P.A. Standard 56F. __k_ 5h{l Fire extinguishers shall be provided based upon ~he following criteria::/ _}f_a) l-2A rated ABC exti'nguisher for each 60oo sq. ft. or portion thereoc b) maximum travel distance to.an extinguisher of '76"'feet )( c) other~ @ ~ J?:t?,&'1-!:{ ,~, _, ----------~-I _t:_.6~~ire sprinkler system(s) per N.F.P.A. Standard /3 , · · 'shai i 9e -· provided to protec:t {EAmtt.e Bil>4. 5itsre,n us,r,J 7o "1ce-r: A'Et2wt26,GJ'ti 6e. ,l,1-&,0</S H,pztt,yj CtA~~1~t!A nav~ ,AJ E c.b r;, ~ d,c,111eLJ P'L ,y,,:-PA 1.3 ]. Dry-chemical extinguishing system(s) shall be instal led/{er N.F.P.A. Standard _96 to protect cobking equipment and exhaust system. / _Y,._ Bil Plans of S'Be,1it¥LE~ ~p/~r' t'tJU.Et!TJ()J 7'-&'r',(!1NK~cLJ!ff() sf~ ··-f1 ao"r;-...J I ·~cs=t?~t'!1° shall be approved by thE. Fire Departm~rit prior to installation of system(s). / --2(_ 9/i'show on site plan Jocations_of all nearby prop6sed or existing hydrants wil1,in 200 feet. / __L106J!l Hydrant{s) shall be provided and 'c ated l'fr/ l'eEAr2.-tJr lJWG I Show location(s) on site plan. Fire Flow: 3./500 gpm for ___ hours from 2 hydrants. · ) · II. Access for fire apparatus is ~at a~equate. P;vide ___________ _ ~ _L12.t-' .SIE'PAe-A-no.J M,n,,t&&,J 'fib,s /Pt I ()17-/1~,,e.s shall be of !)NE hour construct ion with openings protected with ~/4 hou·r assemblies. -~:.._13./ Comply with regulations on attached sheet(s). Plan Examin~r Date __ Report mailed to architect Met with Attach to Plans :r ,. t-~-... > 'I PAGE 2 OF 7._. CARLSBAD F~RE DEPARTMENT PLAN C~~CK REPORT PROJECT ________ -,. _______________ PLAN CHECK # _____ _ 14. Drapes and other decorative mater!als shall be flame retardant. Certificatio~ thereof shall be provided. Exits, exit 1 ights, fire alarm stations, hose cabinets and ext~nguisher locations shall not be concealed by decorative mater i a 1. --·-15. Interior finish shall conform with Title California Administrative Code 16. __ 17. 18. ·--.. __ 19. regulations. Fireplaces and other appliances e~ploying open flames shall have metallic guards. Loose chairs exceeding 299 shall be bonded together in groups of 3 or more. Storage and janitor closets sha)J be of.one-hour construction with all openings protected with 3/4 hour self closing and latching assemblies. An approved fire alarm or two-way communicati·on system shall be provided pci" Title 24, California Administrative Code. 20. An occupant capacity sign, with r .. 1.nimum one inch letters and numbers, shal· be --iposted near main exit ( _______ square feet per person). v><i1.,Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. X-22fJA "THIS DOOR MUST REMAIN UNLOCKED WHENEVER THE PUBLIC IS PRESENT" sign, with "-minimum one inch letters, shal 1 ue provided adjacent to~ exit doo1> A-1..1--- __ 23. 11 EXIT11 signs shall be in block 1~~tters minimum 6 inches high. Luminance on face of sign sha 11 be. 50 J'ux. 24. "EXIT" signs shall be electrically illuminated and energized from separate circuits. Show on electrical plan(s). __ 25. ··one of the above circuits shall be part of the emer~ency lighting system. _::i::,_26'( An "EXIT" sign shall be posted o er exit door £,eoMll'i f.¥sr;, Wl'YI //9 _a ,,., . -Coll.it, N~, tt:IJM. 101 7l2 t'"74t,11)<2&; t::£tJM , z 1-. w tue,e>+1 12z....v.n<.rt4 /l)t w6sr and directional signs located F',e.pm tl-°14 7fi Jt'i, ;::k-M ~IJ.f!#!IQO<,. TD 11!, I Show locations on floor plan(s). 27. App'roved panic hardware shall be provided on exit doors -.·---------- Show on door schedule. /28.f Corridor __ __,.._,_..,.--=-~--sha·, be of one-hour construction with door op, n- -ings protected with 20 minute self closing and latching assemblies. V29.~'An additional exit door shall be. ~rovided in -~£.J.,!,~ez:::..s. __ lc...i.,:0...:"2--=--------=-,-- per Uniform Building Code, Chapter 33. -----------------,------,a, I /(),z,. • ~ ~ ~~~~~~~Y~J~~1~m~-~=a~~v~,~~=&=&=n~~~~F ___ _ ------------------------------------- '-Lf!tdtd f" ~--------Plan Examiner . I i l JOB l v ': Grty I • /'l,C. 1./=-I C /t{:r(',,-,,~ ,,,J SHEET NO _____ \ __ OF·_··-· __ • ___ SCALE _________ -_ .... _. _. __ _ CALCULATED BY-------------DATE _______ _ 1,. CHECKED BY · DATE .j .. - i i I I, l , 1! t' 1-s~ 171 .i u , , ! , / 1 /. l,.-+... /, ; I I ,n i : I, f;:E I""' i ! ~) "" ,___.._ ___ , -~""'--':t<...lfl'l..._..f)'-1, ~--+---!-...,.---i-...,.---i--+----i'----+--e----,---i---+--"-~-l-~$,H-:1 :Z!:::·. --,,~--,. ........ ~l -.;::ts:.l:!-1-. -'°-+--'--~--cl <2JorJ~~-~---_,_~\~l4_1~1..._ ___ i ______ ~_,_--'--'----+--\~~i~~Ni_0_·_~_~~~= -~~;_,__ __ ~ '/1i''~L"i i ti <! k f{'.?>~rrl,,i~i Ji ! ·-·-· -~ ·-~. l ' ' ' ' '' 1 ls''',--·!' ei~ i , , rt ~--_, , i,, ! ! ' ! I . ">ti" b,"'f ' i -1 -i ,-; I . I I I I . ,1, .... ~ t.l. 0 l I ,,/.,_ I . ~"". 'J : ' ! ! cJ-c...,( C I i.b I -u,lo ' --+---?-+. I I I • \ i l \ ! l · , 1 ·1 V l i \ I I ,. /~ I ! \i ! 11_.1 I r-.ll\ J N 'L i · L/' .l r,. f 1 / I j !\ ! . r I I I I --.:. . I I l ' ! I I ( ~:-£; :,:'. :.~ i~f f 0 ii,; J/:~ L.::; · :'.:-;if ;i\ti~, !':i:1:,>. / :j :i ;:~ji): {?·t < ,:: ;>;. ·>,' ,\;;;,.,. . · :;·=;:·:;/ -::·;· ·>· ~LtiLAM BEA~ iEs.1fa{/-·, --. \ · · :· . .-... : \:···<.-: -:.· ..... _.,.,, · --.----: :. : ---: ... . . ..:. -..... . :.:· , __ ':'. ;":.:<:.' .BEAM: PAC RECORDERS :-. II .. ·· :.:· · F.~1DF ·LOADS (TRIBUTARY WIDTH =22. 00 FEET> ·--~ , ... ~.v-·"~~:--vHIT :DEAD L'OAD = ·7.5 PSF _.--.··· : .. ·_ .... ···. · -~·--·· .. ,. ::JNIT LIVE LOAD =""20.0 PSF <REDUCED TO 12.0) ~dead= .17 Wlive = .26 Wtotal = .43 KIPS PER FOOT ~AIN SPAN :46.00 FEET -:-SF.SE !"lL MC MR VLL VLR VRL VRR RL , ... 2 3 4 5 6 7 8 -MAX 2.0 43.6 0.0 0.0 3.8 3.8 0.0 3.8 0.0 43.6 0.0 0.0 3.8 3.8 0.0 3.8 0.0 113.5 0.0· 0.0 9.9 9.9 0.0 9.9 0.0 43.6 0.0 0.0 3.8 3.8 0.0 3.8 0.0 113.5 0.0 0.0 9.9 9.9 0.0 9.9 0.e 43.6 0.0 0.0 3.8 3.8 0.0 3.8 0. 0 · 113. 5 -0. 0 · -·-· · 0. 0 9 .-9 9. 9 0. 0 9;9 0.0 113.5 -0:0 -0.0 9.9 9.9 0.0 9.9 0.0 113.5 0.0 0~0 9.9 9.9 0.0 9.9 DESIGN DATA: Fb=2400 PSI, Va=l65 PSI, STRESS INCREASE=25% DESIGN MOMENT =113.5 FT-KIPS, DESIGN SHEAR-= 9.9 KIPS MEMBER REQUIRED: 5.125 X 24.00 (S= 492.0 INA3,·Ct= .926) DESIGN CONTROLLED BY.FLEXURE ~ENDING STRESS: tb=2768<2400x1~25x .926=2778 SHEAR STRESS : v=l10<165xl.25=206 RR 3.8 3.8 9.9 3.8 9.9 3.8 9.9 9.9 9.9 CAMBER: 2.442 IN, RADIUS OF CURVATURE: 1300 FEET (1.5xDead) --·-------- GLULAM BEAM DESIGN .BEAM:PAC RECORDERS -:-II · ·--··ROOF LOADS -<TRIBUTARY-WilffH =--=22-. -ea-FEET> ---·-... -·· :· ____ . ·:· .. -----~---~~~-· - -~-= ..... UHIT~DEAD ·LOAD = ·· 7 ;5 PSF .. ·-·· ·--· -·--. UNIT LIVE LOAD= 20.0 PSF (REDUCED TO ·12.0) · Wdead = .17 Wlive = .• 26 Wtotal = .43 · KIPS PER FOOT Pleft = 9.87 KIPS · LEFT CANTILEVER :10.00 FEET (SUPPORTING A SPAN OF -46.00 FEET) MAIN SPAN :54.00 FEET CASE ML MC ·. . : . MR · . -· VLL VLR VRL. VRR 1 -46.2 · ·39_3 ···_.·0.0 5.4 · 5.3 3.6 0.0 2 120. 1 :· . 15. 1 :· ... -·0. 0 .. 14. 2 '6. 7 . -2. 2 0. 0 3 46.2 134.1 .-' :0.0 '5.4 12.4 "10.7 0.0 4 46.2 . ·39.3 . 0.0 , 5.4 ._5.3 3.6 0.0 .: 5 · 120.1 102.1 : · ·0.0 14.2 13.8 ~9.4 0.0 6 12 0. l · 15. 1 0 • 0 . 14 • 2 · .. ·. 6 • 7 . 2. 2. . 0 • 0 7 46.2 134.1 .. 0.0 -5.4 12.4 10.7. 0.0 8 120.1 102.1 0.0 14.2 13.8 9.4 0.0 MAX 120.l 134.1 0.0 14.2 ·· 13.8 10.7 0.0 . RL 10.8 20.8 17.9 10.8 28.0 20.8 17.9 28.0 28.0 DESIGN DATA: Fb=2400 PSI, Va~~p5 PSI, STRESS INCREASE=25% DESIGN MOMENT =134.l FT-KIPS, DESIGN SHEAR= 14.2 KIPS MEMBER REQUIRED: 5.125 X 27.~0 (S= 622.7 INA3, Cf= .914) DESIGN CONTROLLED BY FLEXURE BENDING STRESS: tb=2585(2400x1.25x .914=2742 SHEAR STRESS : v=l43<165x1.25=206 CAMBER: 3.365 IH, RADIUS OF CURVATURE: 1300 FEET _( 1. 5xDead) RR 3.6 2.2 . 10. 7 3.6 9.4 2.2 10.7 9.4 10.7 --.... _) 1111111 eee-1210 IIHIIIII BUSINESSPARK AVENUE SAN DIEGO, CA 112131 .. ,· .. I L ,JOB-----------------------------------....... ·. : ~ ... · ~ :. : .· -~···· _: :·=-- SHEET NO------OF _______ SCALE-------------·'.;.;.··-·-· --- CALCULATED BY----------------DATE __________ _ CHECKED BY DATE ~------'-----'---+--.---i---'---'--..;--~-----...,_ ___ ...._ ___ .,.._ _______ .;-_,_ __ __,_--c-____ -·· --· t--'------~'~:R~i-P..~r_,..1 __ ;;~'··-~..,,l .... ,.c:.."'1,_,l.____,f--.--~~__. _ _, _ _; ___________ --...-_,.-~-_.;_---;---:---r------------ i -! ' i i ~ fR,h,G,~~ ! I I I I j .. ,i -i - ~ ?-ii.H, b "-i to ()!I) J .1.,6 e~6"---+--+-----'----,----,--+--.---;----t .Mi teoL,~lt1i,,J~,._j uh~h\ I ' ' I ' I .__,__~_ .... I_· _____ l;__i;-.i <=-.i ... 1 ...... , t ~ I , -t. eJ"!. -· I --(:ty-:. I, J, "I· ! "ti~J ~ , · I l l, ; i !'ii-\! re> t--J .. i ! -i . I ' -, · l i i I I I . . - 1 wi- , .. · I ; .. ! ' f> ,~,{-l-o~! ! I ~-1 .. --l-' .. e-----,- I .J ! ·I I I I I I l ! . ·-I I I I l I I I I . ~· f -. . ~-~::~_-'..-:,_~:.,:':i5~::-.:,i_">--0 ·,:-• •• • •• BEAM: PAC RECORDERS :.: .l'I -. -,.· . --··---:ROOF LOADS <TRIBUTARY WIDTH =24. 00 FEET) -~..;,.,-1:;-··-~,,.~---iJHIT;:--ilEAD ·:LOAD-·,;,,·~ 7. 5 ·psF·' ':'::"~~-:._·:·---. . -···~ .. ,·:-~_, ... :,... -.-.. -.:..;" __ -. ·: -... - UNIT LIVE LOAD= 20.0 PSF <REDUCED TO 12.0) W de-ad = • 1 8 W l i v e-= • 2 9 Wt o t al = • 4 7 KIPS PER FOOT MAIN SPAH :46.00 FEET c;:::-;5E ML MC MR VLL VLR VRL VRR 0. 0 4 7. 6 0. 0 0. 0 4. 1 4. 1 0. 0 0.0 47.6 0.0 0.0 4.1 4.1 0.0 0.0 123.8 0.0 0.0 10.8 10.8 0.0 0.0 47.6 0.0 0.0 4.1 4.1 0.0 0.0 123.8 0.0 0.0 10.8 10.8 0.0 0.0 47.6 0.0 0.0 4.1 4.1 0.0 7 · ··0.0 ·· 123·.8 ···-· 0.0 · · 0.0 -10.8 10.8 0.0 0.0 123.e·----· 0.0· 0.0 10.s 10.a 0.0 0. ~ 123. 8 0. 0 0. 0 10. 8 10. 8 . 0. 0 RL 4. 1 4. 1 10.8 4.1 10.8 4 .·1 10.8 10.8 10.8 DESIGN DATA: Fb=2400 PSI, ·va=165 PSI, STRESS INCREASE=25% DESIGN MOMENT =123.8 FT-KIPS, DESIGN SHEAR= 10.8 KIPS. MEMBER REQUIRED: 5.125 X 25.50 CS= 555.4 1NA3, Cf= .920) DESIGN CONTROLLED.BY FLEXURE -~ BENDING STRESS: ·,b=2674<2400x1.25x .920=2759 SHEAR STRESS : _ v=112<165x1.25=206 , RR I 4 • 1 4.1 10.8 4. 1 10.8 4. 1 .. -_·10. 8 10.8 10.8 CAMBER: 2.267 IN, RADIUS OF CURVATURE: 1400 FEET (1.5xDe-ad) -------- GLULAM BEAM DESIGN BEAM: PAC-RECORDERS -· I I ----------ROOF"TOADS--(TRIBUTARY1.JI1JTH-=:-::::24·:,; 00-:·FEET) ····-.·--·-·----~URIT-DEAD LOAD=~· 7.5 PSF·----~----: :UNIT LIVE LOAD =.20.0 PSF <REDUCED TO 12.0) .Wdead = .18 · Wlive ~~ .29 · Wtotal = .47 Plett =10. 76 KIPS . . --· . . KIPS PER FOOT LEFT CANTILEVER :10.00 FEET (SUPPORTING A SPAN OF 46.00 FEET) .MAIN SPAN -·:54.00 FEET-.·- CASE ML MC · . MR . VLL · ·· YLR VRL _ VRR 1 50.4 · 42.8 ·-.. 0.0 · 5.9 ·: 5.8 3.9 · 0.0 2 . 131 • 0 -.. 16 ~ 4 : ·. .. 0. 0 .· ; 15. 4 -~ . 7 • 3 2. ·4 0. 0 .3 50.4 ·=· 146.3 -· 0.0 5.9 '13.6 11.7 0.0 4 ·se.4 -·42.8 .. _. 0.0 5.9 · ·: .. _ 5.8 3.9 0.0 ·-. 5 131. 0 . · 111 .'4 . · 0. 0 15. 4 .. ·-15. 1 10. 2 0. 0 6 131 ·• 0 · .. : . · 16. ·4 ... -·0 • 0 · . . _·15. 4 . . ·-.. 7. 3 2. 4 0. 0 7 50.4 · 146.3 0i0 5.9 13.6 11.7 0.0 8 131.0 ·111.4 0.0 15.4 15.1 10.2 0.0 MAX 131.0 146.3 0.0 -·15.4 15.1 11.7 0.0 RL 11. 7 22.7 _._· 19. 5 .•. 11. 7 30.5 22.7 19.5 30.5 30.5 "DESIGN DATA: Fb=2400 PSI, Va~l~S PSI, STRESS IHCREASE=25% · DESIGH MOMENT =146.3 FT-KIPS, DESIGN SHEAR= 15.4 KIPS MEMBER REQUIRED: 5.125 X 28.50 CS= 693.8 INA3, Cf= .908) .DESIGN COHTROLLED BY FLEXURE . BENDING STRESS: ~b=2531<24~0x1.25x .908=2725 SHEAR STRESS : v=147<165xl.25=206 CAMBER: 2.916 IN, RADIUS OF CURVATURE: 1500 FEET (1.5xDead) RR 3.9 .2. 4 . 11.7 3. 9 · _ 1_0. 2 · 2. 4 .. 11.7 10.2 11.7 -·---. ~ -----.~--- . _., f. ·~... . ... .. -. l, i ' .. L r ' /""·, _, r::. .. -;:-·I -- ~-~~~la 111111161111-7210 (1111111 BUSINESSPAl'IK AVENI.IE SAN DIEGO, CA 112131 Joe·_·.;.--_______________ .-·_-_._"·_· _______________ _ • II' ..r .. • • --,,.. • • • ;.;:: .• •• ; ---· • J •• -.... ;.;_·._·.:.!.!_,:,_;..~_ .....,_~ ..... .: •• • ' ·sHEET_.No·_-_,.~_. ·_·_··_._,._,. · __ of :-~~ -: .. :-. 1' :·--: .. 'J .,."" ._~ sCALE·-··_· ____ ·._· ·_· __ . _____ _ CALCULATED BY----------------DATE----------- CHECKED BY DATE .. ;. ... • • •• ,:. J .J ·' .. -11--.··- .I ----'--~---,--.-··· .··-···. ..... ··-···-·· ·····-····---,.--+--+-~-------'-----'---- ------~1\'J\-----'-tf;r~f~~-1 / j 1--+----;.-+--+-:4..c.i:.o'.=.::.. .. ,~l_.......,,c...ll!S:...'_ ...... irc,..:;._'...,'l_-+---,..h.,_;1,=--....f ....,sLl;,1!J e::.:c.~lu:e-=-..9J._...._-.L_µ.,,.'.I~ J1.. ~ , ~s l "I I I Y-1 ~ I 4 J ~ '~ . L, ~ ,l I j\. i ~~._1=.,..,,_ ..... ~:-+--+---,a..-.---i---;.-+1-..-......_--,_...;.!_-+-_,_---+--1 --------;~------'-=S'-'N"""1 c....:clll-:, 1-scl~~I~ f ,,j~ o I -:. I ~~-~~------'------'--'t>-+I.._F"""u ..... l..lal-_.,.._i _________ ~~---+-- i i -~--1 .. 1 -· --i-- f i / Tj.c_j -~ ic;1~ .. ~>(1~~""hd1o,1.hotJY1VL,J.~"~i,'"·;J,)rb I:.. l,i,~~-1 I I' --i --1 ( .. h, : t',L.l : i 1 ! 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' I ; ! -.. : I ~ ·! ,. ! \~\ ' h n !" 1/"'L- , i ! i , " i 1' I ! ~ 4 "rl I' V..,.,-u,.__'. ________ ---4-i____,~,___-..;.--..... l --.....--.---- i i i ,, l, ll ,'l(.. ,01 ... ,a, . I I ! I 1- ·~·~1 ! i j l I I ! I - I . I· J : . 0 ! 1--1----!f--.--+-+-+--+--...--+--+--+--+----+--+--+---;--+--,--i--;._-;.--;.-_,;;_.-l'--~-~l---.;--~__:,___. I I I l 1 ., -. ... ~~~~~K{~ (819J 11118-7210 11898 BUSINESSPARK AYEHUE SAN DIEGO, CA 92131 ______________ _..._"""""c,cn,•'1S'l• ll'"•M JOB...;.. __ -'-__ -;_· _____________ ·___;_·_.......;·~·· ~;.-~::,,. --~·:.··~ )··"'"· ,:"!".. .... ....... ._ ----:,,--; -.-... . .· . ~ -:~ .. ~~ ... _:. ·---··:-=:.;~-;. ~:: ·: :· .... : · .... - SHEET~O ----OF -----SCALE---------- CALCULATED BY-----------DATE _______ _ CHECKED BY 'DATE .• ,~!a--:-:--'·f ·::"-:l~-~:_.,. ... -1 . . 1 ··;.~.t--~~-..... ; ---............ , ---i'---+-,,-;-----;---t--,_1~--+---+--f--+-----i-+----.----i---.--, -+, -. ~f ---ic--....-----,j..--....;.-~----'---,------i'---1 ··I i ! I I ' ' .j I ! i 1 i 1 ·1 j I i l i ! -I I . ~ --1 ' -------- ------....---....;_-;..-~-------'-..,__..... _____________ ......;._ ___ --;------'~- i ! i f i ·I 1 ! I 1 ···-·---1 .. ; 1 j I • l i ----! --.. j ; I . ! -; ! -. -FOOHHG----------~ I : :; !!::: ~~;: . ·l ---i I l I l FOOTING D= 7.80 KIPS L= 15.60 KIPS __j : ~~ :::::/;~1 -. I :~~ !:::/;!1 j ., .. / . + .. J ' . ·'-~ -·l ! -. i I I l ' 1 • 7 8. !:lii i I I . ·=---+~--_.~i--=-\~SP=--2.08_ K~f. tlAX , . -~----!-.-.. ...:·:.SP.~. 2.88 KSF lfAi: -i ·----'--. ---· ...... --:--1 ·· ___ J _L_ -l----L . ..i J_ .! -J ·f ! i ! : ! ___ I i u~ . i l B: 4 FT 3 IN i · -j . ! T: 10 IH ,---; -~ . I · · 1 i ·o= ·1.69 < 2.00 KsF V 1-WRY: 50 < 89 PSI .. ' V 2-WAY.: 126 < 179 PSI NJJ = 17.68 FT KIPS . . ;I ~75Pb = 8.0107 -i .9KNAX = 468.04 ~ ••• t I .. ~ AS = 0. 63 SQ IH ASNIH = 1.11 SQ TH USE : 8.83 SQ IH 5 -HO. 4, LD= 12.00 IN '3·-HO. 5, LD= 16.64 IH COHC: 8.56 YARDS STEEL: 24.09 LBS i ; i I j : I ,-i . i .. ;.__J . i ·i· Fl q ' --i - - USf ·13: "3 FT 9 IR ·· .. T: 8 1H . .. 0: ·t.66 < 2.00 KSF Y 1-WAY: 66 < 89 PSI V 2-WAY: 159 < 179 PSI NU =· 11. 17 FT KIPS .75Pb = 0.8107 • 9KNAX = 468. 04 ·. AS = 0.58 SQ IN ASKIN= 0.68 SQ IH USE : 8.68 SQ IN 4 -NO. 4, LD= 12.00 IH 3 -NO. 5, lII= 16.64 Hl COHC: 8.35 YARDS STEEL: 17 21 LBS r ·1 · 1, 1 , -·, -------:I --t -i . : I ' ~ I . I. -.: ! . i f I . 7 I :. r -I --1 •.. -==--. ·-=i . :! -i -. I I I -~- ·I I· ··l DEARDORFF& Th)~~®®ill~ -~(··· Joa ______ ...,.. ____________________ ._. ___ .;... ___ _ S~E~·N·O ~.:-;-. ~ • ,"--~'!;_' ____ ·_, _,._·_··_·_::·SCAL£ _. ___ v·_:_,.-_, __ ,_.-_:._._"''_.:._-_~_·._. ;_·_.··_;._,_: __ ·;,· fll19J 680-7210 -IIUSINESSPARK AVEHUE BAH DIEOO, CA 112131 . j I i i : i : !AT"! · J?\)J~,..il ., i l .I : . ! j ,. CALCULATED BY------------------DATE __________ _ CHECKED BY DATE · l i ~ 1lh"'~"'-_,_ __ l.;__(:...c_o_i """--t'U...;'._~ ___ i -_..,.l_c..::;.-e>--=t¥;..:i e--:....:cs..;..i-_..,~---=~-'· ,...:._~J_,_l'..::'IC.-::..t:::.1;....c,-_j)::.c,_ .... ic.,.'-.,____._ ______ --1 l i : ; .§ i ' ',-' i ._\j cJ') l ~~-~ .1 i : - i !. ! -, . l. ! I ~ I l .: i -: I i I ··-J I I . ! i .j l I l I ! ·! ' -i-- -t --~ : 1 I I I i I I . -1 ; ,. -; -l j I o· l----l----+---+--+---+---+----;--+--+--+--+--..__-+--+--+--+--+--~-1---1---l---"--l--'l-----il----i--a---l---'--..i..--1 I ,. • • . • ' ' • j .,___J j j I ' I i I _ __J • -I i •0·;_ .-;:,.~-~ill;i,p./.pANEC.llESIGf: ... ·._ . ::---~'TILT-UJ>PRHR DESIGtl" :_i . ---~~ .. ::-;;.::.4iERA~C)..,.SEASC-4ASK FORCE---.-,. ! · . ·. · ,PER ACI-SEASC TASK FORCE ' \ j JOB:Pacific Recorders -JOB:Pacific Recorders 1 ~ Girder· @ Pur-1 in CONCEHTFATED ROOF LOP.D DESIGH WIDTH: 3.8333 FT Ecc:4.75, 2.00 FROK FACE Pld = 4.108 KIPS P11 = 6.700 KIPS MALL DATA: 5.50 IH THIO: -l.90 FT PARAPET -· ·-.. --·20.58 FT 1st FLOOR WALL - j ;... ; ' CONCENTRATED ROOF LOAD DESIGN AIDTH: 2.8333 FT Ecc.:7.25, 4.50 FRON FACE Pld = .595 KIPS Ptl = 1.152 KIPS NALL DATA: -5.58 IH THICK . . . ·--1: 80 FT PARAPET ~ ·: 22. 50 FT 1st FLOOR NALL --f •e, =2.8 KSI f•c. =2.0 KSI FY ={!0. KSI. _ . _ .. __ _ .. _ ""fy .· :=60 (SI UHIHSPECID ... Asv= .;318 inA21ft -; pv.=.. .. 478% ·--·- Rin= .200 Z = .132 inA2 Rsh>=.120 7. = .879 inA2 --·----~: UNINSPECTED ·•"Rsv= .• 280 inAV-ft i · •• . w ::.:;;303 l -. ftin= .280 i = .132 inA2 Ash>=.128 Z= .879 inA2 SEISNIC.ZOHE: 4 SEISKIC LOAD :22.9 j I 1 i I ' 1 i -\ i i .. , ' TILT-UP PANEL DESIGN ! ' ! I -· ' · PER RCI-SEASC TASI( FORCE ! JOB:Pacific Recorders @ Sub-Purlir1 I ' : UHIFORN ROOF LOAD I ' DESIGH WIDTH . 1.0000 FT . 4.50 FRON FACE ' ! I~:7.25, Pld = .819 KLF ~ i Ptl = .048 KLF I i WALL DATA: [ i -5.50 IH THICK I t.00·FT PARAPET . 22.50 FT 1st FLOOR WALL l f•c =2.0 KSI i ·fy =60 · KSI UtUNSPECTED I I I Asv= -~200 inA2fft :} PV = -~J03}. . - .132 inA2 ' ! ftin= .200 7. = I Ash>=.120 7. = .079 in"2 I i SEISNIC ZOHE -4 ' i ---. _J ' -SEISIHC LOAD :22.9 ' r ·. SEISKIC ZOHE: 4 SEISKIC LORD :22.9 NIND LOAD : 15.0 SEISKIC CONTROLS IHND LOAD : 15.0 SEISNIC CONTROLS WIND LOAD : 15.0 !j ' ' :.J ' SEISKIC CONTROLS -. I ~ ll+L .D+L ll+L -ULTINATE LOAD -ULTINATE LOAD ULTIKATE LOAD I Phi*Nn = 45.35 IH-f. _ Phi*tln-= 38.18 IH-K -Phi*l'ln = 28.74 UH'. , - Jiu __ ~~--11_.48 .IH-t: __ ~ -______ __,_Jiu ... · = · --3.67 IH-K .· ... : --· -,,. ~~·,Nu.:...·-·-:--::--.-.39-IH-K · --~-=<t-· }~-·---·-Dn . -= ~17--IH---··----:-~n~--==--,..-,07°IH -·----~-~~ Dn · = --.01 IH -______ , -i-· ~-----~ i ~---II ' . -~ J+l . ' D+l . l I ._ .. NORKIHG lOAD ~ IIORKIHG LOAD B+L--:. --- WORKING LOAD -~ ' Ncr · --13.53 IH-K ·--Ner = 13.53 IH-t: .. Ns = .2.28 IH-K Ns -.24 lH-K ·· Jkr = ·. 13.53 lH-t: : Ns = 7.02 IH-K 1),;r = • 28 IH ·:-: · ··Der -.i4 1H .. -Der = .24 IH , Ds -• 04 IH -Ds = • 00 IH Ds --·• HI IH Ds Rax = : 2.46 IH · 1 :. • ..Ds ftax -= 2. 78 IN -. Ds ftax = · 2. 70 IH D+L+S ·· IJLTINIHE LOAD Phi*Nn = 41.16 IH-K Ku = ·26.17 Iff-K Dn = 2.12 IH -' D+l+S · ULTINATE LOAD Phi*Nn = 28.43 IH-K Nu = 27.72 IH-K Dn = 3.88 IH D+L+S D+L+S · · -WORKING LOAD WORKING LOAD tier· = 13.53 UH~ -Nc;r = t~.53 IH-K tis = 18.36 IH-K Ns = 19.22 IN-K . -Der = .20 IH . Der = .24 IN i Ds ... .94 IH r 1is -1.71 1H .. . . D+l+S - ULTINATE LOAD Phi*Nn = 28.89 IH-K Nu = 26. 07 IH-K Dn -3.49 IN D+L+S WORKING LOAD Ncr = 13.53 IH-K Ns = 18.09 IN-K Der --.24 IN Ds ftaX = 2. 46 IH I Ds 11ax = 2. 70 IH L__;___.::~=-=.-;--.:+~---i--;--;-7--f-=-T7--'-r"T-r---7,·0·,· 1 - ·,_i_ ½ I : --~:!. ,,_\ i i __ ,_= :_i_ \ j l i t Ds = 1.43 IH Ds ftax = 2.70 IH : l ! : ! I ~ ; ~ t ! -I ···-'--_._--'---I ------------.. ----c---_,..~ .... ---~---:-,·~ / ,· . ... r t 1e,e1 eee-1210 . · ·. · --· . 1191111 BUSIHESSPAAK AVENUE -., SAN DIEGO, CA 112131 -1 -i ! .1 SHEET:.;~._~_:=_ ... _,~_-.· _·:_·-:._··_··-~~;·_·_.:J_·:·_:.._,;_·_;_. ·_~._.·._,_,_· .. SC~~ . JOB-------------------,-----------.. ~ ::~ .. :~-1:;;.t~-; ·;;;.··~r=::--·--Jf-·· .. -·. -~: CALCULATED-BY ______________ DATE--------- CHECKED BY DATE . l I .i _; ! 1 I l ! i i .; . J. .L _1.1 ·~ .. ,_,:.:.:=:.!. -,., . .,.;,.,.1i', ... 1 .• .J.~1 ..• 1,:"'l"''-.1 ... ) .,!:!._~ .!. J_ v. ~ ,. .. !I ...... 1.,.,-~ I ; -i;D.::3 ..,..1,t-9 ; J I--~ -I I 1 r I l I . I I ' ' -! i ~i ! i ,__-+r_-_-.-ii_-_-_·-f-1 _· _-..,.1_· _,t,..·_.~_· +-1-_·-_-+,----i-1~·-+i __ ,_. ~~i-··-...--4---+---·-+1-....,i,------~·+1-_ .. _1 ... -_-_--.... r_-_- 4 · 1_, __ -.... 1-_·_·..,.-1 __ ,..;1 -·-l-1_·....;1_-_t---+--i1 __ · i--: -+~ _.., __ -_--I I 12 iQ. I IJ !~ i-z b . I -· I : I 1---i ·1 ·I i I i l ~ j I I . -I . I i •! l I I, I l . ·i i , 1.·.·.· ., )US~ \c ,-' .f ' -I r (_,. ~-.. -- ! l -I i ! DEAR.DORFF8 lID~~lIDSg)illTh,Th, ~~.' (11181689'7210 • · ._,_ 811811 BUSINESSPARK AVENUE -·-,.,_ --· SAN DIEGO. CA 82131 • .. -l ·: . I . -i j r ·1 . , i i UoA.o -·i -. ! • -! - ·i ! i -! i. . l ,1, J I I I I .l i '!_!~ ! ,.-~ ' t .• i ! · f f JOB----------------------------------~~~~~-,-0-_.:,_, ..,•_":_:_·._,_J'_."_-7_'',~F', ., .. > .. ':.':'.. ·: "."!::,· . SCALE-'-··· '··:.-~-~:'.-•. ~~~~~~·::: .. · .. CALCULATED av ___________ ._--_· ____ .... DATE __________ _ CHECKED BY i I I I I ! ' . ! i -' DATE ' ·i ! t JF-.ti:.s:Jfif-1 ~J . i i '-· i i ,;,! -· j -1--· i -1 l --------~-------------___ ,. __ _ I ,. I I I ! .. i I i . i ·l . j j. f 111111) 68&-7210 :·~- 9111111 BUSINESSPARK AVENUE SAN DIEGO. CA 112131 I . 1----! ! ! --.l .I -' . L. L I ! - J ·s ·-1: j i j 1· i . i .j I · l i .· -l l l .. I . JOB ________________________________ _ -~H~ri~;-: -, · -. ~, -:.=:7 ::~;:_.;_:;_, · __ .,_, -~ _-_-_,.._-s~~,/-· __ .·_,,·_~.-_-_--·_:~_.:-_·,.._·_-_·-_· :_·: ____ .:.:._:._1; __ ::-_~_-_~; __ CALCULATED BY------,---------,-----DATE ----------- CHECKED BY DA'tE j , I .. I I I -·I I i i l · 1 j ... :j I 1 ---r--· j. J I -j l i ! ! ! l J i : •• 1 • : t : : ~ ':-12--~ ~ J, I 1,-( ,!. ~ ~h d'.)') 1·- k r • ' ' ' ' '_ :·_;_.,., •. ,.,_! •. ::: '2i .. I J.s(.. i Hl<;~I \..\ I ~ -.... ... .:s ' tJ ~~ "Li ~:lo '-\ o'I iU i ;--z,.b,l..i"\t>-.:. ~----·- ., --1- I i ~ : kM~ ifi, .. ,~ ~, i t ~ 1> l cl.:Ti-:. '. I i I 4 ~d, i: L"';. ~. JrJ~- \4 s1l.~ I ~ .... '--------· -... !-..... -----...--,------.----t /"'., C. ·t ! . . i r. -I J l-'------+------------..,f---~--,.--,-----..--;---.----------....... -+--+--------------+--..;--;---;---+------11 r I - • .I. .. . . .~ -~!: . DEARD~fWB ·-~! ,. ... _ :--.~ .. ·1: '®~W'® o I) 'i1Th/=-7· (0111) 58&-7210 · ~ .. . ~ ... " . IHIIHI BUSINESSPARK AVENUE .. .. am DIEGO. CA 112131 > ... 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I c: \-\ E-~ L I\\ l"t"ol ,l rJo.J~ I I I ______ __.1 _____ _,_ __ ,___,_ __ ~ic;:.r..l_J ~ i c ,lo 1~ "J..,~, ~ ~ v ~-' ~~=l>c_·._h:...:r-,.._,~....,·:i ____ i·-_· '2.,-"'.~~i .:..• \,,_,1'--'l\\_.__,(f----c._l~)_-t..;..',..;..1 _s,e..i_~- I .. ·i I ·r l<J_,<.~,k l ·.1 +l {-:z_.l °)t 1 I . f .. ' i i I . I ! !. :,! f---iFok ' tr-~ !' i_. V f- I I I ! l I I :· __ ·_:I A -,i,~ ,·,=.,., .J!, ( 4 ,, _1,,-., J_ t i i i i i . f :.-1 i ~ ·-..... ., ,h.J JY,J) ~ ,i;;\.\h 1,, ... /7 I I' I -1-J I ' I i . .I f .. ! j l : . . i i ·I ·. I I. ! ; ' . I -~ ! ! l I r ,. '. I I ------------~ ·~----,-------I (11111) 51111·7210 11111111 BUSINESSPARK AVENUE SAN DIEGO. CA 112131 JOB ___________________ _ SHEET NO ____ OF ____ SCALE _______ _ CALCULATED BY----------DATE------ CHECKED BY DATE I , j 1-ki,rl'l /,,, .. in :9 t)e,in·J (.f !l;" i"-R !')ciA tl~<i{ ,1.,l ---~i~f i ~r-+~,,__~~-C.i--+--+-+--.c--~+--I i__,;.. I 1 . ' ~ I '"f'';',,":.r,:>?<._~;-. ' ~. - ( ( ~M~ma (819) 588-7210 9898 BUSINESSPARK AVENUE SAN_ DIEGO, CA 112131 j. Joe _____________________ _ SHEET NO ___ OF ____ SCALE _______ _ CALCULATED BY---------DATE ------ CHECKED BY DATE : : : 1 I i ~ g ~ • !5Jffii-4~-i---+-----!----l---.-l -I--+-- ! l l I I ' l t, ~ ' (619) 566-7210 . 9696 BUSINESSPARK AVENUE SAN DIEGO, CA 92131 JOB lu::;::,rt.,")_J • r,4c..JF-I c;. f(t,,·a,~r.~.,;_J 7.. SHEET·NO ____ OF _____ SCALE _________ _ CALCULATED BY ___________ DATE _______ _ CHECKED BY DATE ,-:r~J.c,,r •--f-l: r-=:':'f-1:=-~:r,i-:::, .;j:, ·::;:."'::tT::::;.· .·-;:-: :::-: ... ti ::-:-~+::. =~~::!-, ·=-:::· ,:t-/---:·-~;-,/_ .. t-~r--1----i;f,--· ·.....;··':_·· .....;i_· ··-;· !_· ....;......-+I ~--·-~ r-r_-:. 1~---. t--t-_-_t-;_!·s--,~-tL---i_)r-t-+--tii'"'-~ .<"""~!.....=+-.,i -t-+-++-+--lf--h. .J.,~-+--+--+-+-~-l-...J_J_j_ ·-; - ; ... l~i.vi _ /! l ·.·-' I ( : : ....... IY! l I ti I I -i f', ~ -..... Ii h ) ,. --~' . :~ ["· lt~ima (619) 688-7210 ·9896 BUSINESSPARK AVENUE SAN DIEGO, C-'! 92131 JOB___. _______________________ _ SHEET NO _______ OF _____ SCALE __________ _ CALCULATED ey ____________ OATE _______ _ CHECKED BY DATE \ ~ .-----:--~--:--~~-.,.....------~-~--:--~--:--~---:------~-~-,-~-~--:--~---:----· I l . 1 . I -! 1· _ L~-.,.---+t-· .... ·1_-_· +i-_+1·· --~1· __ -+-___,__ .... 1_. ---...--.---·+t _____ ,_,_r_ ... _ ..... +(_--T~-:.-.:. t·:_-.-~·:.r=-. ...... r_----_-.... -;....I ====='---~~~~~ ..... -----------;-! ~~===-.... r--;----+--r----l--l--!--+--<----;--;e---+--+--1-~--......................... ; ; : : ' t--+---l---J-LR t-=, ftl· -'/· i ' ' : --:-:_T_' _t_: ___ i ___ i ___ ---~!== 1--+--+-;--+/Bi--~-Y4.s. ... +--=+--+-+---t---t~+--+----i'---+--~,, - I ! I ! 1---+---+----;~_,__--._ -1~-:~--i-~p.'!-;~ r41---i-i-. -,.....--;---,---,---+-+----t----t--,--_,_---, ··t· _j I -..QL ~ v~. S1 i-_l\ ~ I ': I 1. \I j ·. [ -. . .. _., , .. .... , ,,. ~ , ' < ...... -· -# .... 1. _ •"' _:: ~-~ ~ • ,. ... t •. -:::;' .. ; ,.:-----: ""' ' • • •• ~-·~ .. ~ ... ' • 1 • ·_ :_·:t;LULAM BEAM ~DESIGN'-:,.·. {t."".'''-~ Y· . -,. . ----, ~ ...... ' . . :,·-. ~ ... ':_~ ~ ........ _....:-:-=-· •• * •. ,. , -0:-, • , '.BEAM: PAC RECORDERS ~-:n .-,·:-·, · -. -~,.-.•i, ,,,,~OOf_ ~~A.P? 5rre:1:~_u~A-~Y _W,I_DTIL.:.,~J.t,~~-l$:!fT.J ... ,.i,;,.,,,. _ .:--,·..,._,...,... •• , ,, .:··--·,·: ___ ". _ ···• UNIT DER'»··~ -7 5 PSF ·· -, ·; ·· , 4 ,.-,-.·-· : • • · i:JN 1 i-LI VE Lrriim · :· ·20: 0 PSF < RE~~c·E; ·· ff/ i 2. 0)· · CASE 1 2 3 4 5 6 7 8 MAX W de ad = • 1 3:. l~ 1 i v e = -• 2 9 Wt o t al = • 4 7 l<IPS PER FOOT MAIN SPAH ~46.00 FEET ML MC MR VLL VL~ VRL VRR 0.0 47.~ 0.0 0,0 4.1 4.1 0.0 0.0 47.6 0.0 0.0 4.1 4,1 0.0 0. 0 123. e:-0. 0 0. 0 10. 8 .10. 8 0. 0 0.0 47.€ 0.0 0.0 4.1 4.1 0.0 0.0 123.8 0.0 0.0 10.8 10.8 0.0 0 • 0 47 • 6' 0 • 0 0 • 0 4 • 1 4 • 1 0 • 0 0-.-0 1 Z3. g -0 ;0 -0. 0 .. ·10. 8 · ---1-0. 8 0. 0 .0.0 123.s-0.0 0.0 10.-a··----·.10.s 0.-0 0 • .0 .123. a: 0. 0 0. 0 10. 8 10. 8 0. 0 RL 4.1 4.1 10,8 4. 1 10,8 4. 1 10.8 10.8 10.8 DESIGN DATA·: F.";b=2400 PSI, Va=165 PSI, STRESS INCREASE=25% · · ... --_· . .DEBI'Gt-t"'MOMBi!iT" :::123.8 FT-KIPS, DESIGN SHEAR = 10.8 KIPS MEMBER REQU1l!:RED: 5.125 ·x 25. 50 (S:= ·555. "-3, Cf= • 920) DES I GN CONTIROL~EI! BY FLEXURE . • t~ BENDHIG "STRESS: fb=2674<-2400x1. 25x .• 92.' =2759 ---. --. RR 4. 1 4. 1 10. 8 4. 1 10.8 4. 1 10.8 10.8 10.8 ' .. j ';. •• ,.;. ~: - SHEAR STRESS : v=112<165x1.25=206 CAMBER: 2.267 IN, RADIUS OF CURVATURE: < 1. 5xDead) II/ GLULAM BEAM DESIGN BEAM:PAC RECORDERS -II . -------i;roo1=··-c0Frns <TRiB-uTARY-·w1DTH" ~-2·4:--:0"0--'-i=Ee:1s--.:::·.:"'="'-= -~-=~------· ----·_ ---·--·ut•ffT~ DEAD~'t-o'FliJ --=---7; 5·-ps""F~~-,--. ---------.. ------- UNIT LIVE LOAD= 20.0 PSF (REDUCED TO 12.0) Wdead = .18 ~live= ·.29· Wtatal = -.4 KIPS PER FOOT Pleft =10.76 KIPS LEFT CANTILEVER :10,80 FEET (SUPPORTING MAIN SPAN :54.00 FEET OF 46.00 FEED __ -· .CASE ML MC NR VLL VLR VRL VRR 50.4 42.8 0.0 5.9 5.8 3.9 0.0 RL 11.7 22.7 19.5 ' 1 2 3 4 5 6 7 131.0 ·16.4 0.0 15.4 7.3 2.~ 0.0 50.4 146.3 0.0 5.9 13.6 11.7 0.0 50.4 42.8 0.0 5.9 5.8 3.9 0.0 -131.0 111.4 ---0.0 15.4 15.1 10.2 0.0 131~0 1~~4 0.0 15.4 7.3 2.4 0.0 50.4 146,3 0.0 5.9 13.6 11.7 0.0 8 131.0 111-:4 0.0 15.4 15.1 10.2 0.0 MAX 131.0 146.3 0.0 15.4 15.1 11.7 0.0 tiESIGN DATA: Fb=2400 PSI, va~~s5 PSI, STRESS INCREASE=25% _·.DESIGN MOMENT =146.3 FT-KIPS, DESIGN SHEAR = 15.4 KIPS • 11. 7 30.5 22.7 19.5 30.5 30.5 MEMBER REQUIRED: 5.:1{25 X 28.50 (S= 693.8 IW-3, Cf= .908) -·DESIGN CONTROLLED £Y FLEXURE BENDING STRESS: fb=2531(~400x1.25x .908=2725 SHEAR STRESS : v=147<165x1.25=20,6 CAMBER: 2,91? IN, RADIUS OF C~RVATURE: 1~~0-FEET <1.5xDead) ,: ·. -· RR 3.9 2.4 11.7 3.9 10.2 2.4 11.7 10,? 11. 7 ·j. ;:1i\~7 J i-\' }W 4~ .:r:""':· ._ ...... , ~;\-,. •. ~_f:. ~~.:--'• . ... , .. '•. . , . ,•, • , •• , ' '• I • • ~:, GLULAM BEA!'f DES~ GfF;_ ·.: _\ ''.: ·i· :. ·~·_-;::?;t~::·-:t< ,-~:~:~~~t"::i~;_:, -i; ___ . ·;a·._ .... ; -.· .... ·. ..: '.~-::~ -~=-'; ... ' ... • • -'. ·: -t ~.:}-::..... ~-~ ·BEAM• PAC RECORDERS .;;.. ·1 l · · ·-... -,·::.": · ::-_ ~:: ~--t: ~: . · .·-<¼f ~-• • \ ;' •• : •• :. • • -•• • ,Si •• -• • . ROOF LOADS (TRIBUTARY l-JI:PTH =22. 0~ J:E~T?-.-.<-,·,, . . _ ... ·.~.·--· ........ · •. _. _..,,_,_ .. ~~.';t;tt;:~?ii~(_~·.::_ ~=ri: ~i~~ ·t~~~ ~:-·2·~: ~ ~;~ r~;~{t~;~:f ·:~;;·:;?;--~;~~:x~-~'.;''./1·~·:·:~/~~r·\JJfJ',~7,~'-·:~'r--~{~··. .. _, .. \ Wdead = .17 Wlive-= .26 Wtotal = .43 KIPS PER FOOT -CASE 1 2 3 4 5 6 7 . -8 · MAX MP.IN SPAN :46.00 F~ET ML MC MR VLL VLR VRL VRR 0.0 43.6 0.0 0.0 3.8 3.8 0.0 0.B 43.6 0.0 0.0 3.8 3.8 0.0 0.0 113-? 0.0 0.0 9.9 9.9 0.0 0.0 43.6 0.0 0.0 3.8, 3.8 0.0 0.0 113.5 0.0 0.0 9.9 9.9 0.0 0.0 43.6 0.0 0.0 3.8 3.8 0.0 -0-.-0 ·113. 5 --0. 0 0. 0 9. 9 ... · 9. 9-~--··0. 0 ... 0;0 11.3.5 0.0 0.0 9.9 9.9 0.0 0.0 113.5 0.0 0.0 . _ 9.9 9.9 0.0 RL 3.8 3.8 9.9 3.8 9.9 3.8 9.9 9.9 9.9 DESIGN DATA: Fb=2400 PSI, Va=165 PSI, STRESS INCREASE=25% DESIGN MOME;tH'·=11·3.5 FT-KlPS.,:JlESI.GN· SHEflR = 9.9 KIPS MEM.BE,R REQUIRED: -5.125 X 24.00 (S= 492.0· IN~3,-Cf= .926) :. DESIGN CONTROLLED BY FLEXURE -. .. ·11ENDING STRESS: f'b=2768(2400x1.·25x . ·S-26=2778 -· SHEAR STRESS v=110<165x1.25=206 CAMBER: 2.442 IN, RADIUS OF CURVATURE: 1300 FEET (1.5xDead) GLULAM BEAM DESIGN BEAM:PAC RECORDERS~ II . ..:...··---'--ROOF LOADs··(TRIBUTARY W-lDTl,=22;00 FEET) .. -·-··--···---·- ., ----:-·-·-t;JtHT DEAD LOAD = -7.5-PSF ___ .. ·----·· -·-· UNIT LIVE LOAD= 20.0 PSF (REDUCED TO 12."0) KJPS PER FOOT /) 1 ·Z1~f ~ 9: !r K-;~~ fve = • 26. ·wt ot a 1-= • 43 rf~~ ~=NTILEVER :lB.00 FEET (SUPPORTING A SPAN OF 46.00 FEET) MAIN SPAN :54.00 F~ET . CASE ML MC MR VLL VLR VRL .VRR 1 46.2 39.3 0.0 5.4 5.3 3.6 0.0 2 120.1 15.1 0.0 14.2 6.7 2.2 0.0 3 46.2 134.1 0.0 5.4 12.4 10.7 0.0 4 46i2 39.3 0.0 5.4 5.3 3.6 0.0 5 120.1 102.1 0.0 14.2 13.8 9.4 0.0 6 120.1 '15.1 0.0 14.2 -6.7 2~2 0.0 7 46.2 134.1 0.0 5.4 -12.4 10.7 0.0 8 · 120. 1 102 .1 0. 0 14. 2 13. 8 9. 4 0. 0 MAX 120.1 134.1 0.0 14.2 13.8 10.7 0.0 RL 10.8 20.8 17.9 10.8 28.0 20.8 17.9 28.0 28.0 ~DESIGN DATA: Fb=2400 PSI, Va=j65 PSI, STRESS INCREASE=25% DESIGN MOMENT =134.1 FT-KIPS, DESIGN SHEAR= 14.2 KIPS MEMBER REQUIRED: 5.125 X 27.00 (S= 622.7 INA3, Cf= .914) DESIGN CONTROLLED BY FLEXURE BENDING STRESS: f'b=2585<2400x1.25x .91472742 . . SHEAR STRESS : v=143<165x1.25=206 .~: .-~ CAMBER: 3.365 J~, RADIUS OF CURVATURE: 1300 FEET ~ -:-~~;:l ~¥-\Z'~~ ;_--;/ _. -' · ( 1. 5xDead) RR 3.8 3.8 9.9 3.8 9.9 3.8 9.9 9.9 9.9 RR 3.6 2.2 10.7 3.6 9.4 2.2 10.7 9.4 r DEARDORFF 8 lID~W'®®illTh,Th, (CHI) 5116-7210 9698 BUSINESSPARK AVENUE SAN O!EGO,_CA 92131 ·1---'· ~ JOB ........ ----,----,----------------------- SHEET NO----OF _____ SCALE----------- CALCULATED ev ____________ DATE _______ _ CHECKED BY DATE r , ,.1 --Jc;., ~-.. d . ~ 11. ,1_ -~ " _ 1 \AA.1 1 k 4 ~ " l i 1 1 A 1 11 _, _ i t--+---!;----1----;-..c..i...,,.,.. _i,_1 . ~ \ 1,,:· ... ~ \A .. -!' -j O Vl"-l ~. ~ ~ •• : 'b-€ T T1 ,_!/ ····-t-----·7 ~-f .~~1 -- t---+---+--l---+---11--'-w...;.1_::.-_I td . .ll~.;,..: ....:;1_i'- 1 --------1--4-----1--1---1---I--.J.___.__..__-'---l--i-'-" , ( -. . 1------1---+----+---+--½·-~::.;_: ;_~_i ;,t, ~~._i ~ \fri ,-,, i I, I, h //, ___ ---: ··-c-1..,.. ___ -,---+---'-I --~ ~ I'-' ~,M ~ 1 tok,,_,_-+~;'-+--l--+-+--+---+-+---+--l---1---1---l-17,~1---+--l----l-4--l----'--+---I 1::I~ 1-l"\ ~ J, ~ r Vi y I I ! (619) 666-7210 9698 BUSINESSPAAK AVENUE SAN DIEGO, CA 92131 . JOB----------------------------- SHEET NO -----OF------SCALE ___________ _ CALCULATED BY--------------DATE--------- CHECKED BY DATE , ·'. _ ·~ .. J_ j:j_J __ -: _j _J-)__J--j__--i --J!_Jj _i __ i _ _l .... : . L J_ . i..1. : ' , LO 1., v.v-,U -, ,-S .............. .' ....... : .... , .... , • ..... .. .. i -· -·-........ ; ...... . ... ···········- ' ' ~:i"T'ti 1 ---J.:·--·····~. -~- I '-~--; ..... · .......... '.········ -··------·:---···--· ····: ...... ; .. ···-·· ~--... :···· ...... ; ····-··· --...... -........ . . I· 1-......... -~....; ! ......... ;---···· ; ___ ..... : ....... ______ . .! ...... . I : ~ i : : . i.' t .r~ t.' ---·------= ... ~---=;=; =-=-.--;---i---'----+---.;.......-.;..___; E : . n, n ri l"' 'h-i lo(. o I lCl i i ! , I I I · ! i i ~ -~ ; : : ---~ ··-··-··-·"·· .......... . 1-~-.....--~--+--l'--+-+--.--r---'--+--+--l-_;---l--i; ' ! ' _. _ _,__ __ : __ _ :==:~::_---;_ .. :,...· _____ +-;-----...,.+_-_-...,:-_-_:;-_-_-+'""----~-+--_-_:_:! ~::_-_ -...,~,....·_-... .....,T~T-i-J _: _+ __ ! _ : J__/ i ' ! ; ! ' : i --1 1 -i, I I · -. / I ; ; -----......... """ -+n-1-_;..--J--!---+--+--!--~-+--''--f~"l __ _ ' . ! J ~ : ;.,._--J-_, ;_ -!--!-j ___ /_ : -:-. -: ~-:;,...,; .. -.... --.. +-r-..... -... -~.-.... t.-~ ... r·-f -J=tr-! _t L I i j .1 .. -+---+----.,,,-_-- ' 11~ t-· ' ........ ' r--.. ! ' I r . I . , 1----: -. : I. : f l~i~ i·---:, .. ____ ~ . -t----~ ' --~------i ' ~ F!JOTrn1; D= IL?~ L= 13' .. 8B iJ&t KIPS..., XIPS 8: 4·H 3 IN "f: Hl rn ,,. L£9 ( 2.-ei KSf ~., i-8~V-~~/~~~SI-;. ~.iif ~ ""'":-' '\ Ir_~ ' , - V 2-llf.l'f.: 126 < 179 PSI fiU..: 1f ~iB f! ·t!PS ,:~ki':~;(Jr!~.;::,ftf? ~ '9f~ . .;:;; .. :(:.,:.r~ ~'1 .,,'' :,i ,-TIT. -'---',1----_"" .. _L _____ ._ _ _,_ _ _, __ 1~""l:.:.!'.-~.:.~,-l;,;_1lt.f '',..:~-;:~ .... -~~-.,~---._,_i----__ +!----....--~ ;_ _ __,_ _ _,_____ ---··· i---'-!--"'='--'----';--.--1 ... ,-'-i''_..·_.c. ·+--1-,,=+"---'---'!---,...--+-~ ! j ' -~---l-i--ii---+---··.··--··-··-· ·--...;..---1---1----l--.... '',,! -i!· !. ! ' l ..,.. -•• ··-···· .,!_, ____ _ ' ; i ; ! . ; --+---+...:...;..1---+--'---,f-- l j r Fj'. .... -~~L.~---· .... t-_-......... r . ~--J ."-. . ~ -i --~ ·L_._ ' ·t: •'";Ji.·' i ·----.. , ......... , ,,,, ____ ; .......... J -----i: -----l FOOTING . --::::-·":--...... ;-;. ·. 8.00 i· . i ' .r- _\{t,..t_: -"+-'-+--li-'-'--.--,---r---1 FY: 6fi000' PSI i;-' --1---'-+---+--1---+--+--<--.;:..--1---1 SP.: __ 2. ~0 KSF ~fiQX .. _··~ _::..~;,,_~J'S ~j~.:-+..:. ~r-~ ,· USE ~ • ·-t--: 4• ~-w• --, __ ,;·· : ~ 'wj T 8: 3 FT 9 "f: 8 IN IN (1: 1.66' ( 2,el5 KSF V 1·~AY: t1 < ~9 PSI . ' .. ~ :--, .,'t':.·· 179 PSI . --. ,· i'liJ,;; tl.H fl KIPS • 75Ph = 8.{H07 .9~NAX =· 468.iJ4 AS .., 3.58 SG rn .,, f.iSNH{ ;t,. i}g£8 SIJ rn U$E~ 3a68 SQ rn 1----1----l--· ,.,.·:,+1--'----,--,f--i---'---+- ''l \ r--. ! ( ~M~ffi~8 (1119) 68il-7210 9898 BUSINESSPARK.AVENUE SAN DIEGO, CA 92131 JOB---------------------------- SHEET NO------OF.:..· __ ___._ __ SCALE ----------- CALCULATED BY.·.---------------DATE ________ _ CHECKED BY DATE ! ·1---i---+-...---+---+---!---~-------; ·-+-·····- ' I ? l : ,: ·1 •. :·~ ~~~ . I r-\ 1--+--+--+-+-----l--+--_i-i -+--=-+~~---1__,,:.::..~1 ,~:+---+-..,,.~~:±iL·~~ -· ·----·-c-·----,~,~----···· _ _,____,'----=--+--___,;---'--'--'"--..._-"" V i ·11~~~1,ia JOB----,-----'-----~------------- SHEET NO ____ OF _____ SCALE---------- (610} 566-7210 9696 BUSINESSPAAK AVENUE SAN DIEGO, CA 92131 Ttl T-\IP PANEL DESIGtl PER ACI-SEASC TASK FORCE JOB:Pacitic Recorders @ Gir·d2r· COHCEHTRHTED ROOF LOP.TI DESIGH HIDTH: 3.3333 FT Ecc:4.75, 2.00 FRON FACE P1d = 4.100 KIPS P11 = 6.700 KIPS WALL DATA: 5.50 Ill THICK 3.00 FT PARAPET 20.50 FT 1st FLOOR WALL t·c =2.0 KSI Fr =60 KS! UNHISPECTED Asv= .310 inA2/ft P\l = .470 i. ~in= .200 % = .132 inA2 Ash>=.120 % = .079 inA2 SEISl'IIC ZONE : 4 -SEISl'IIt-UJIUl~2i •. 9------- WIND LOAD : 15.0 SHSNIC CONTROLS D+L ULTIMATE LOAD Phi*l'ln = 45.35 IH-K ---l'lu = 11.48 rn-K -=~----. D . ----.. · .. -i7 IN.--...... -....... r, ··-= . I1+L WORKING LOAD Ncr-= 13.53 IH-K Ns = 7.02 IH-K Der = .20 IH Ds = .10 IH Ds ftax = 2.46 IN. ll+L+S IJLTINATE LOAD Phi*l'ln = 41.16 IH-K l'lu Dn = 26.17 IH=-K 2.12 iH. t = D+l+S , ··. WORKIHG LOAD Pk;r· = 13. 53 IH-K Ns = 18.36 IH-K Der = ~28 IN Ds = .94 IH D~ l'idX = 2.46 IH , ' \(!<;;>""'¥:,,;i... I---'----;---;: .. ·.,(--=.,~.:= -,_,_,__ __ __,..___,~ ~ ~ l i i '· ';···· CALCULATED BY ____________ DATE-------- CHECKED BY }nd-uP 'PAHEL DESIGN PER ACI-SEASC TASK FORCE JOB:Paeitie Recorders @ P1.1r· l ir, CONCENTRATED ROOF LOAD DESIGN WIDTH: 2,3333 FT Ecc:7,25, 4.50 FRON FACE Pld = .595 KIPS P!l = 1.152 KIPS WALL DATA: 5. 50 HI THICK L 00 FT PARAPET 22.50 FT 1st FUlOR WALL t·c =2.0 KSI Fr =60 KSI UN INSPECTED Asv= .200 inA2ttt PIJ = .303 z· ftin= .200 % = .132 inA2 Ash}=.120 % = .079 inA2 SEISIHC ZOHE : 4 SEISl'IIC LOAD :22.9 WIND LOAD : 15.0 SEISl'IIC CONTROLS D+L UL Til'IATE LOAD Phi*l'lri = 30.18 IH-K --~ .. l'lu. -3.67 IN-K Dri ----.07 rn D+L WORKING LOAii Her = 13.53 rn-K l'!s ~:...:.:::2.28 IH-K Dc.r = .24 rn Ds = .04 rn Ds ftax = 2. 70 rn Ii+l+S IJLTil'IATE LOAD Phi*l'ln = 28.43 IN-K Nu = 27.72 IH-K Dn = 3T88 IN D+~,+S. WOR'KING LOAD ,.,_,..,;-,;,., ... Ncr = 13.53 IN-K Ns = 19.22 IN-K Der = .24 rn Ds = 1.71 IH Ds l'iaX. = 2.70 IN ! ! I I - DATE TILT-UP PAHEL;DESIGH PER ACI-SEASC TASK FORCE .JOB: Paci tic. ReeordE·rs @ Sub-Purlir; UNIFORM ROOF LOAD DESIGN MIDTH: 1.0000 FT Ece:7.25, 4.50 FRON FACE Pld = .819 KLF P11 = .048 KLF WALL DATA: 5. 50 Itl THICK 1.00 FT PARAPET 22.50 FT 1st FLOOR WALL t·c =2.0 KSI Fr -=60 KSI UH INSPECTED Asv= .200 inA2tft p{j"= .303 % ~in= .200 % = .132 inA2 Ash>=.120 % = .079 inA2 SEISMIC ZOHE: 4 SEISNIC LOAD :22.9 WIND LOAD : 15.0 SEISNIC CONTROLS li+l IJL TI!'!ATE LOAii Phi*l'ln = 28. 74 HI-K ---Nu -~~ = · .39 -IH-K ·11n = • 01 rn . li+l WORKIHG LOAD l'lc.r· = 13.53 IH-K Ns = .24 IH-K Iic.r = .24 rn Ds = .00 rn Ds Aax = 2.70 m D+l+S lllTHIATE LOAD Phitl'ln = 28.09 IH-K 'Nu = 26. 07 IH-K Dn = 3.49 IN Il+l+S WORKING LOA[I Mer = 13.53 IH-K Ns = 18.09 IH-K Der = .24 IH Ds = 1.43 IH Ds nax = 2.70 IH ····---··· .. ; ....... . : : : .... --·········'.···· _:_ ·--...... : ....... . ' 4······--········-· .. ······· ;·······--········I. ...... ··· .: ···---··-.... ~-.. ··-····· ·······--······ ......... . i ; . : . -----....... ! ..... - : . 1 ;-•···-· ······-··--······· ... ··· -:-----······: 1 : ••: ••••---• -••• ~OM·-·- --- i j -;·-··--· ···-~---··-···· ; ; . . -t-.. ---·-····· ······-··-· . ~ ··:--··----:--······ ... !.----, . .;.._ __ J ........... . i --: ·· ~ -·· ·+-····-- 1 l H- • < L (61!l) 588-7210 9696 BUSINESSPARK AVENUE SAN DIEGO, CA 92131 JOB---------------------------- SHEET NO _____ OF --'-----SCALE ------------ CALCULATED BY ______________ OATE --------- CHECKED BY DATE :_1_ _:_t±±i=±±Li__J _J__ ,-=:iii:·_C,::-_[ -• r1·_:: ____ ::::!·-•-_ ...... J .. ···---1---··-··· i ........... · ... ~ ........ :, .... ··-·····---= .;,._., ..... : .............................. ·. ... ....... ! .... _.,. ....... ····--+----< l i ~j +---,--- __ , --~-i_r2. I c. 10 1-.. i.:1 .. ....,.li~-..--1---___,..___,,-.--t---t i Q_.. ~ ~'<-~ ~ \I It,; :, ::,'?n.lo i----··t· ~___, _ _,_ __ _ a---+--i--...,1---+--,.b~>r...,\5:~i-1ui-,r-1l.J_ .. _._)_J ~ .. ?p , ·l···~··y·······J.-"·· ······l·········~···r··;··,·, .. ·+····-····l············:········L __ .. ··:. ····· :, -·---···········i········ ! 1,(..·····-... l(s~.;j"~ ~1\'1,.J) Jl\-~"=i ~i-:::,:~: :USF-0. p•-~.r.,;q,.\til< ,e i\...\0: F,..-.._---,B,•:., -~---::~uj, ~ '"''' !~~'~ ! !. , ;_,~1-~--~~_Jj-J-!--i-+-i_L!J_-: =;~=:-~!=: J ~-~ffiK(8 JOB--------------------------------- SHEET NO ______ OF _______ SCALE-------------- (619) 566-7210 CALCULATED BY __________________ DATE----------- ·9696 BUSINESSPARK AVENUE S.OJ~ DIEGO, CA 92131 CHECKED BY =;=~; ___ J-+~----j----j·-.+-··/--t.--.i-__ I __ : __ _ ' . · __ ! l A r~!M-j __ H· -»i,.-.:-·_ i ) , ,,c,,,j,, ~ -····-··· ......... -...... -.. DATE '! ! : 1 . : .......... : ________ : ..... , __ ;_ .......... ; ........... : ........... ; .... _ .... ?·--····· ................. . ' ......... -~-·-' . . : .... r;r_::~-~--·-~ .. } _y-~_i __ ! ; . • ••• •••• • • •t• ............ ~ ••• ·-··· ........ ·1 • ..... • • •• . ....... · .... ··--···· ·•············ ' ' r ·······r·· ····-; ....... ; .......... ···-·· .... ·-······ -········ .. .......... : .......... _, ..... r·· .......... - -="'-----4---1--------',---'-,-·· ··i···-·······i···· .. ···j·····-·-··1,..._--;.--+ ~ ·/ 5" Oj ,J d' --: l ,. ( tb (.., J. I ----- :·;:_:· . · .......... E ... ··-·--·· .............. . __ ,__ _____ ,,...t,...-"_ll, •lt,,v\)'-.! S: _ ___,_ _ _, . ! --'-----+-----+----1-----,---t---t-~------:----.,..--~.......,---····--·r····· ···;· ···· ··; ··········. ··--;·-·-·· t ...... : ......... J.-.. ----i·····--- _......, ______ t_._. i', l pJ,.~J'--, ........ ---+k---.---+--+-t--! ; -~--~-~wl --~q~~~1~-'-1+:-~~1~r __ ~ -1-i I . -!-·i· ----I-:. - ; .. ~ f : . f--J--...--+-------+--+--'---1---l-----+---+--+--i·----+---·-.... · --+----.····· ..... -...---------;.--+---,; : ~ : . : I · --·_-.1 · 1 · ·: -i ; . f f----,--+---'--------'--+--;---'1---,---.----------l--+-_,··········-, ..... -··;!---'-----,--- f----f--+--'l-"':;.-"L--=)+! _....,I 1.{ l, . '"1. 1"/ _ -··-... ···-·___I 1.:> ..,._r-_+-'-""'° ; l ' . :f ,; --l---+---+--..;--+--1---l'--, L-f 7 --,,..._----;---e----,-·-,-, ---~--·--+----+---'---+---+---__, ; i ; ' 1 ~· ···=····· --··----+--• ' L, DEARDORFF8 YID~vmtID®illThTh . (619) 566-7210 9698 BUSINESSPARK AVENUE SAN DIEGO, CA 92131 JOB----~------------------------- SHEET NO _____ OF ________ SCALE ------------ CALCULATED av ______________ DATE---------- CHECKED BY DAT.E -/ + /--f :J-! +iJ~1~1_ . .,..__...,_._i ..... L ... ·-·r·········,---······/ ........ .J ........ '. ...... J ........ i ................................ , : : : : .......... !" .. ·+········+······· ... ;-.... :--···· .... : .... . ..... ! ..... ----,---,······--!---···· ............ · ... /········-····.····-·---····-·"~~---------Ir--\--~ '!A/ ,I.. -l 1 ol _ _,___ ··.······ ·---·······->··"''""" ·--............ __ .. . ' j ~\ !'l~S, J ;~cl-d '; _oJ ~ if). 6 ! @! () ~1t d 1-.l (; ~ '-\:Q I ;" ,,J. < .ci \.""Ir; >: i J i,---. _J\_l __ ..... ~_-_-.. -'-:~_-_'-'i-.r-.1:~c--._. ---.(;~;-'l:_:1.~(+i-.'.-~---11-----1-+~-~-:--'-f-).l,, ~ ~1_i~' r t-~_1:l:, ·t J ___ 1 _J _t / __ j_ J_i__~_ L : : -~--------: ....... -=,,,!····-······:.······--·: ______ -!·······--r·····-·····1,.' ... ·.·-----·:---·-r i. I ! ;_ : : -i. ie. ~ l hk (1., ;S'. ! i i I---+--!·····.·-·· --·-····· ·······-··· ··-··-· .. --'----lf-----+--i--. i i -...,..------, i i i ' t---t----+--+----t--,--...,'-··---------k,+.,,f ,,L~_ ~ ~ ~a/!'~ -r :-r-t·-:-~ --i---:--/ :--c --"'\ -~a;~ <t,:o J~;(<-1'--l).,. (ci\.l ·o: : i : i i -t----,---t--'!-~ ~-·· --+-----'t---1----"---l -+----i,---- . I . , ,~ - 1---=----'--..;..-..--1,------.---+--~--t--+--!---!----! ' l i : i . : . : : ....... ! ........ --~·······---··· ............ . r r l ! ! i : ! ---...-----.l·-····················;----e---------, , :·· . . 1 ~· -~-i.···········(·· .. ······~,; ··········:,,,,.; ·······-·1-····· ·.,!,: _ __!__: .. -:,,····-···-:_',,,: .......... :, 1 -····----...... : ..... . I [ l l , .. DEARD~RFF 8 JOB @11'Vill'® 0 ~111~ SHEET NO OF SCALE (619) 566-7210 CALCULATED BY DATE 9696 BUSINESSPARK AVENUE SAN_ DIEGO, CA 92131 CHEC~ED BY DATE :··1.~ LI .. f it~d-1---i-i·--j-~~1~1-+t-t~t~± I.J =:t--j •.•• 1_:L-i_ 1 .•. _. ___ : ___ i __ -____ i_---_---,_;,: -~;1::~ -;r·_--_f~-;_,,,:'~~~-·,l,_1-t-r·-_1_: ___ J _______ f.. ____ l ___ i , ; ; ; :_ -____ , ____ ---;------: __ --------:---__ -::--~----------- :· ----T"-------1--------r -----,----------------:-- : .. -;:•• .... . .. . .. .. . .......... ' .. _____ i, ______ :----------;-----------;-------._____ ---------~------- ·---------;------------:-----------1--: ; ; ----·-··+--+-----+--! ___ -',.' -+--o---,,---;--+--+---+--i----1 I ' 1--;...' -..;-+----1---1--..;...:_,_?---l: ~ ,('1,,R,; 4'1) ( 1 , (, \ --r"' -: (,;. ;'-.l 7 , , , : , , , : : ' -i --1---"i -! . I -: ~ . l t ' : E -: • -i· ·· 1- t---+--+-j·· _. iili~-; {.,xle 1 ! ~--~ i ! / j j i ·----,---'--+---'---'----+- ~ !¼ .. • -".t.-. . ·-*** FORM 5 _·'*** J. PROJ.E CT TITLE PACIFIC RECORDER LOCATION CARLSBAD .PROJECT DESIGNER RB ELECTRIC CO -llllflffff¼fffffffffffffffffffffffffffff*fffffifffffffffffffffffffffffffffffffff+Hffffffffffffffffffffffffff ROON ROON RCR TASK ·NOTE SQ.FT NO. SQ.FT TOTAL WATTS ALLOTED DESIGN . NO. SQ.FT AREA APPL /OCC. occ. /TASK SQ.FT SQ.FT WATTS WATTS 101 4892 5 + 219 4892 2.7 13208.4 6437.0 102 768 5 + 223 768 3.2 2457.6 942.0 103 200 < 5 356 200 2.0 400.0 314.0 104 400 < 5 220 1 100 4.00 50.0 200 3.0 600.0 628.0 - NON-TASK 200 1.0 200.0 0.0 --+-- 105 400 < 5 220 1 100 4.00 50.0 200 3.0 600.0 628.0 NON-TASK 200 1.0 200.0 0.0 106 180 < 5 247 180 1.0 180.0 288.0 ---+ 107 180 < 5 247 180 1.0 180.0 288.0 +----· I I . 108 550 5 + 246 550 1.0 550.0 360.0 +- 109 140 < 5 240 1 100 1.40 50.0 70 5.0 350.0 288.0 --+ I +-- NON-TASK 70 1. 7 116.7 0.0 --+,--+ 110 224 < 5 240 1 100 2.24 50.0 112 5.0 560.0 576.0 -t ,f ·--··-+---+-+ ---t -+- NON-TASK 112 1. 7 186.7 0.0 --+-I • 111 182 < 5 240 1 100 1.82 50.0 91 5.0 455.0 576.0 NON-TASK 91 1. 7 · -151.7 0.0 + i I . --+----+ 112 168 < 5 .240 1 100 1.68 50.0 84 5.0 420.0 576.0 ---+----+--+----+--+--+- NON-TASK -84 1. 7 140.0 0.0 113 308 5 + 240 1 100 3.0B 50.0 154 6.0 924.0 864.0 NON-TASK 154 · 2.0 308.0 0.0 114 140 < 5 240 1 100 1.40 50.0 70 5.0 350.0 432.0 --·I I - NON-TASK 70 1.7 116. 7 0.0 115 140 < 5 240 1 100 1.40 50.0 70 -5.0 350.0 432.0 PAGE TOTAL 23004.7 13629.0 PAGE 1 *** FORM 5 *** ~CONTINUATION PAGE -fffffffffffffffffffffffffffffffffffffffffffffffffffH*ffH*fffffffffffffffH*ffffffffffffffffffffffffffffffff ROOM ROOM RCR TASK NOTE SQ.FT NO. SQ.FT TOTAL WATTS ALLOTED DESIGN NO. SQ.FT AREA APPL /OCC. OCC. /TASK SQ.FT SQ.FT WATTS WATTS NON-TASK 70 1. 7 116.7 0.0 116 · 140 < 5 240 1 100 1.40 50.0 70 5.0 350.0 432.0 -+----+·---+------+----+----+------+---- NON-TASK 70 1. 7 116.7 0.0 --+---+--1-----+----f----+----.f----+----+---1-----1----- 117 140 < 5 240 1 -+--·----~-----+-- 118 400 5 + 119 3872 5 + 120 2200 < 5 + NON-TASK 114 219 219 100 1.40 s0.0 10 +·-- 70 400 3872 2200 5.0 1. 7 1.4 2.7 2.0 + 350.0 116. 7 560.0 10454.4 4400.0 432.0 0.0 864.0 4082.0 2355.0 ·-------·----i----+----+·---+----+------+----+------+---- 122 8228 < 5 219 8228 2.0 16456.0 10362.0 +---+--1-----+--·---f----+-----+---+----1-----+-----+---- -· --+---+---+----+------·+----...----'----++--·-l------1----- --+----+----+-----i---+--------'-----+, ·I -+--+-I --1-1,-----+---+----+--·"-----.... +-------+-1 ---<11--------1----- ----1t-----+--·+-------+-. I . +-·----+---+---1------1----- --+---+-------------·--t-----t----+-----+-----+---- ---+-·---+----+·---+----+---'--+----+---+·----+---+----1----- ---------+--+----+---+----+--------+·----+----~--.-+-----+---- ---------+------+---+-,_,.._ ___ +----+----+--------+ -+---+----+-----+---'-+---+---1-----+----+----+-----+---- +-+ --+:::.:.::::,..;..• --+----+----+----·-·-+----+-----+-----+---- BUILDING TOTAL 55925.1 32156.0 PAGE ! "", j ; Jl l . '. J rtA~ COX MEOHANICAl LICENSE HO. 364075 ·. Y666'1USINESS PARK AVE, SAN DIEGO, CA 92131 ~~~ii~t~~0~Li~~~OMiiI~~~E '. ) > ~b-.-. ---~_-:._-::: .-.. ::-:\.',,....::·~i-....,.:i.-:>llit1~IJ~il:;;i'.~~t:~)t;}J,t/•·};:',}1 -------------------------------.- -PRe1;:.IECT'-DES'lGNER--1.:u:::ARDI-----.------~------1IA:.r-ci;;;-;,.,_ _________ _ ---~---------·-·------------. --------------- ---nocUMENTED. BY. ·-· BC . ---------· SITE DESCRIPTION LOCATION CODE NUMBER (FROM TABLE 2 OF APPENDIX 1) OCEANSIDE. LATITUDE 1 1 (l 2 •-:,•-:, •--:1 ._,._, . .,:.. DEdRE~ DAYS-HEATING (FROM TABLE 2 OF APPENDIX 1) 3 2092 __ ,, ______ --'"SF; SOLAR · FACTOR ( FROM· FIG.--4. 1-;1.-7--·0R -·TABLE---2·-eF-APPEND J·X-1----4~--·1-2z-;7---- DEL TA T,. ASHRAE SE8 I GN TEMP -7::: DEG. <FROM TABLE.2 OF APPENDIX 1) BLDG. DESCRIPTION OCCUPANCY TYPE CODE-NUMBER (FROM TABLE 1 OF APPENDIX 1) 5 (l!54 .... _ ... -· GROSS HEATED FLOOR AREA, SGJ.. ·FT. ---· · · · · -.. -·-· ----------------------~::.:212. 00 -- NUMBER OF FLOORS ,-, ·=· 1. 00 GROUND FLOOR PERIMITER, FT. LONGEST DIAGONAL DIMENSION AT GROUND FLOO~, FT. HEIGHT, FT. 10 11 :360. 00 126.00 9.00 -------RECORD THE ·DETAI.LED MATE.RIALS·DATA' ON ·THE MATERIALS·-DATA-FORM-FORM--2----- WALL SURFACE AREAS A ( OPA1JUE l•JALL) · ·12 -· 2192. (l A(UNSHADED WINDOW> 13A 336.0 A<SHADED WINDOW) 13B 0.0 A ( TOTAL · W lNDOW) · --1·:3T · --·· ·-·-· ·-:~(36. 0-· · · ACDOOR) 14 0.0 TOTAL A<OW) <LINE 12+13T+14) 15 2528.0 HEAT TRANSFER COEFFICIENTS (SEE SECTION 4.1.8) WINTER U ( v-JALL ) 16 O. 21 ~5!5 ·· --~-· ----·-----------1.:HWINDOW) ---17 ----· 1. 1:300· U ( DOOR ) 1 :::: SUMMER U(WALL) 19 · ---~----.. U (WINDOW) 20 U(DOOR) 21 SHADING COEFFICIENT OF GLASS (FROM TABLE 3 OF APPENDIX 1) SC 22 (l. (l(l(H) 1.. 1000 0.0000 0.9000 ·-~-·WEIGHT OF--·WALL ·CCiNSl~RUC-T·ION;~t.::-BfF"T2 , .. .. . -w----z~:::.---9:;;:8-;-il.-:::-- MASS CORRECTION FACTOR <FROM FH3. 4-. 1-.16) ' '-~,<-· : . :· · MCF 24 !::G"~UIVALENT. TEMPERATURE DIFFERENCE < FROM FIG.· ·.-.4. f>t:<:,) · ~TD< EG!) 25 37.0 ----~---·---M ------·--• -• 0 - BUILDING DATA FORM -BU!LDING ENVELOPE COMPLIANCE PAGE 2 OF FORM 1 . -:~~~~~, ;;;.TLE • PAC?; ;~::.•~~~~n~E~; ...•.•. · , ... ·: ··• .:t·::;• '::Y::'~;Ii·;f :!l1~!f ~;t1;:fa ~~r~:f 1;:;;:::.~:r1~ ~1:,;;"I ·.i;~r;.'.~;·.~('. SURFACE AREAS ACOPAQUE ROOF) 26 3212.0 ACSRYLIGHT> 27 0.0 NOTE: IF LINE 29 IS 5% OR GREATER, AUTOMATIC LIGHT-SENSITIVE --~---.3·W·1-TCHN\IG---SYS=fEM!::l-ARE-RE€H:.1·I·REB-I·N--:'f-HE-·AREJ.r:l::-I-f.:;HTEf:t-BY :::1~:¥1::i-BH=:--_ -------- : .. ·. SWITCHIN~ NciT REQUIRED--· ____ ,__ ____ .,..~----------·-----·-"·-----·----------------------------- ENTER THE DIFFERENCE BETWEEN LINE 27 AND 5'½. OF LINE 28T, OR ZERO, WHICHEVER IS THE GREATER 30 0.0 ----_ EN-1ER ·--THE-!::ll::.IM·-OF-l::-I-NE;....:26-AND":""l::-rNE · :j(l----------~..,.,._-.....,-1;:-+1---::,212. 0- HEAT TRANSFER tOEFFICIENTS ,(SEE SECTION 4.f.8) \.-JINTER U(~OO~) 32 0.0440 · ·· --U ( Sl<YL I GHT )· -<3:3-·--· --· 0 .-0000· · SUMMER UCROOF> 34 0.0440 U(Sl<YLIGHT) 35 0.0000 --SHAD I NG -C(:)EFF-I-e-r ENT-t:iF-::if-:.:¥l::-I·t3H-1-<-FREtM-TABL::E· ::: OF-APPEN[H-X..,.,-H--86------El·.EH:>(H:i--· MAS::::.·COEFFICIENT <FROM FIG •. 4.1.16>'. MC :37 0.9200 ABSbRPjANCE <FROM FIG. 4.1.16) AC 38 0.7900 FLOOR FLOO.R AREA OVER UNHEATED SPACE ---·--U-VALUE FOR FLOOR----·----------- A(OF> 39 0.0 -------i'J·<-t'.::tF->-40------0.-0000-- .. -·-·---·----·--·---··· --------·-------------------------------- ----------·----·· -, ........ ---~ . ... ----·-·-------------------------------------·--·---- . ----· --,-----·-------------·-· ...... ----·-·--------·-------·---· l t BUILDING DATA FORM -BUILDING ENVELOPE COMPLIANCE PAGE :3 OF FORM 1 PROPOSED U(OW) (FROM FIG. 4.1.7) -=----e1-PROPO:=:ED-t:.t_ ( OR1-:-<-PROM-F-I-f,-. -4-;;1,-;-1-e't,-------,--,--1-:,-....,.--,,-,---,......,...,f-,,-,--=-"i:9.------1 PROPOSED U(OF) (FROM LINE 40) - PROPOSED UCO) CFROM FIG. 4.1.1) --··------·-·--------·· .. ···-------· --·--- NOTE: IJ(OR) IS CALCULATED FROM THE El:;'.!UATION OF FIG. '4.1. 10 -FOR THE PROPO!::ED BUILDING U::::ING THE VALUE FROM LINE ~ro FOR THE AREA OF SKYLIGHTS, AND THE VALUE FROM LINE 31 FOR THE OVERALL-ROOF· -- AREA A(OR). -------~:...-. ---------·--------------------,---------- _ COOL I NG DES-~ 13N CRITERION STANDARD OTTV<W) (FROM FIG. 4.1 ~ 15) · ----------·· STANDARD OTTV(R) (41 X LINE 44A) (8-2 STOR,8-3,8-4,H) STANDARD OTTV<R> (41 X LINE 448) (A,B-1,B-2,E> -·····-·-·-··STANDARD OTTV·(FROM i=·IG. 4. L-·1:3)····------· PROPOSED OTTV(W) (FROM FIG. 4.1.14) PROPOSED OTTV<R> <FROM FIG. 4.1.14) PROPOSED OTTV (FROM FIG. 4.1.13) . 54, --· , __ ---7" 55 ~56 ·--·--·-·· ·----,-------"' ·----·-···--·--·--------'---,,-----~ · ····:31.60 1.3111 10. ~5504 **GOOD** NOTE: OTTV(R) FOR THE PROPOSED BUILDING IS CALCULATED FROM· THE EQUATION OF FIG; 4.1.14 USING THE VALUE FROM LINE 27 FOR THE AREA OF SKYLIGHTS, AND THE VALUE FROM LINE 28T FOR THE OVERALL ROOF AREA ACOR). · --·------·--·----·----·----- -~ ~------------· ..... ~------~----. PROJECT TITLE PACIFIC RECORDERS F'RO,JECT DES I GNER . LUSARDI DATE .... ._ t10CUMENTED BY BC . . --.... _ ... _______ .... ___ __.__ -r·--.-~----------·--···--·--~--:-----·---·-------------------- ------------------------------------. ------------------------------------------- -wAtl: ·. ·. -,---,-,-,. ________________ __.,....,.._ ___________________ _ . · WALL TYPE 1 WE I GHT OF t,JALL CONSTRUCT I ON, LB/ FT2 ( !::EE :::EC. 4. 1 • :3) W :I. · 1 . 50. 00 ·-. --HEAT TRANSFER COEFFICIENT ( SEE !:::EC. 4. 1 • 8) · WINTER --·· ---· U --t -·-2A·· -·· o-~ 57 00 · ·----· · HE~T TRANSFER COEFFICIENT SUMMER U 1 2B 0.5500 SURFACE AREAS (ATTACH SHEETS TO DOCUMENT ORIENTATION 3 N -----ANY--ADti·I-T-I-()NAt.::-eOMPAS!:l-OR:X ENTAT-I-ONS) ·----------REA·--4----i(i ..... ir-- OR I ENTAT I ON ·5 AREA 6 616.0 ORIENTATION ---.. 7------· E· ···· ·---·---· AREA :;:: 0.0 ORIENTATION '°i' w ··--... ---.----~-·--________ .,. ___ _ · --AREA--1-<)----i··)~:)----- WALL TYPE 2 . WEIGH1 OF WALL CONSTRUCTION, LB/FT2 ~SEE SEC. 4.1.8) W 2 11 20.00 . HEAT TRANSFER COEFFICIENT <SEE SEC. 4.1.8) ·WINTER. U 2 12A 0.0770 -·--· ---HEAT-TRANSFER COE FF-I e-I ENT .:;1.:.1MMER'---l::.l--z .. --1-zB--,:;-;;--(f;l .. 7 o---· SURFACE AREAS (ATTACH SHEET::: TO DOCUMENT ORIENTATION 1:3 N ANY ADDITIONAL COMPASS ORIENTATIONS) AREA 14 1576.0 ORIENTATION 15 AREA 16 ORIENTATION 17 E 0. (l ·-· -·-· -·· --··----·-----·---··-----··-----·AREA-·-1:::--··-·-·· .. ···· .. 0. 0 ------ ORIENTATION 19 W AREA 20 0.0 TOTAL OPAQUE WALL AREA 40T -·-~·-··-----·---------------------------··------ ·-----·---· ·-------.. ·-·---· •", ....... _ --. -----·--··· ..... ----.. -----------'----~......,......-----'----------· ·-··----·-·---· ---------·-·· 1 , I ·~:,~.;, ... ,~:·~~~:iN,t~~;;,~~·;~:;~;'.';i~~i~;§:~~;q;~~P,P,~ ... c.; .•. ;:;;;~~··;~;:· •.. ~::1~T:,~:2;;~~~~~·;~:~·· HEAT TRANSFER COEFFICIENT (FROM MFRS. DATA) WINTER 42A 1.1300 HEAT TRANSFER COEFFICIENT . SUMMER 42B 1.1000 o.o . !:; .::t.tRFAcE-AREAS--c-A·TTA-CH-SHEET!::;-TCt;)(let.:tME::"NT .· Ctf:'(tEN·'fA""T-I~s.. -· N . -ANY ADt1ITIONAL COMPASS ORENTATIONS) . . AREA .:_A4 .· ORIENTATION. ·· .. :45 . --------.. ---.. --#··---------------------..J\REA-41.:,_, ---. .::::::6. -o-- ROOF ROOF TYPE 1- ORIENTATION 47 E o.o AREA 4-8 :R-rEN-T-A1-reN---4~~-.,..,....._~w---__,- AREA_· 50 0.0 TOTAL GLASS AREA SOT WEIGHT OF ~OOP CONSTRUCTION, -LB/FT2 (SEE SEC. 4.1.8) · --------:::: 1· -----20. 00 ----~ HEAT TRANSFER COEFFICIENT (SEE SEC. 4.1.8) WINTER 0.0440 HEAT TRANSFER COEFFICIENT SUMMER 0. 044-0 ---.:::URFACE-AREA-·---------:-·----- TOTAL ROOF AREA 83T -··3212.0 -- ·--sKYLIGHT · ----··------ SKYLIGHT TYPE 1 ·AREA SKYLIGHT SHADING COEFFICIENT (TABLE SKYLIGHT HEAT TRANSFER COEFFICIENT SKYLIGHT HEAT TRANSFER COEFFICIENT 3 OF APPENDIX 1) CU-VALUE) WINTER SUMMER !:!/:.,A ~:::t,B o. 0 0.0000 · o. 0000 0.0000 ----· -··------·---------------------------------.-··--·--··------_ _, ______ ---------·- TOTAL SKYLIGHT AREA 86T 0.0 FLOOR . FLOOR TYPE 1 (FLOORS OVER NON-AIR CONDITIONED SPACES ONLY> ·-WEIGHT OF FLOOR CC1NSTRUCTION,-t:B/FT:2-(·::::EE·--SEC:-;;-:4;·1-;-::;:)·----87··-----· O. 00 ·· - HEAT TRAN:::;FER COE.FF IC I ENT ( !::;EE SEC. 4. 1 • 8) WINTER :38A O. 0000 HEAT TRANSFER.COEFFICIENT ___ SUMMER 888 0.0000 SURFACE AREA · ·-·-----------···· -··· -89 0.0000 ----~""' __________ .,........._.,...,__ __ .........,..,___-_ -.=·::---_...,. __ -_...,._,-.,, •. --"r-_,· "L"'ff-At:-Ftit1:1R-ARE:A--:3·~,=r'-----.._:,--;·f. · · --,°:'-; :_, -'.. :_: ::"::·::,) r\--::':\'f-)?(f-_( })·\_-:_. __ _::--:.----_ .... ; . : ·. ' ' ·.· .. \. :-, ', .... . ·-" . ' ----·. --·-···-----'---'---'--~ --p _ .. ---------. --~ t / ,,, ~ .... ------------- -·-~·-· ~ ,:: . ·'{:ff-At:-fl()OR-AREl~~I 1 T . · -.; 0 • 0 . . .. --. ----····----··-·--------------------- ----------------------····-· --·--- --_,, ________ -------~--------------------- -~-----~--------------------------~---- BUILDING DATA FORM HEATING CALCULATIONS FORM 3E -~.~+~~·;.~~~g~~i:~-i-~~g~RDER :;; · .... ·:<:; : .... · : .·\ :: .. ·.::.: _-:_-.. ·' .. ,~ ... :.,'. .. ' .. ,_.7. .. ···-7~; ._. .~: .. ':.~: .. :: ·, ,;.; ., .·· .. '.·.·.·.:·./·_:·.·.: .. ,':·.·'.·:.'; .. ·,:,:.· ... :·:.·.,'.:'·,:,:.;:,'.;:.·:.:·:,:.'.'::.· .. ·:'. ... ·.:·:·:··:·.:.,,·,::·:.::,::.::::.,'..:.:·,:_::.:::.::.:.';·:···;·:.j::,:.:::.:,:::,:;_,·.~.·.:;·:.::.~'.,·,:·::.:~.:.;.::_.,::,:.'.::·;,:,.:,.,.,;.· 1 ·:.i·;.:::.:.::· .. !::_,·:·,'·;· .. '.:.:.i·.::·'·:.\_.:::.,,·.: .. :·;:;·:;.:·.· .. :.:::,.:.:·.:.:.:_ .. ::.i· .... :.·.i,;:.:::·.·: .. ::.:,: ... --,i.\.::,:.:.::: .. :;.: .. :.·:,.,::: .. ~::.· .. :.·.· :/ .. ·.-··r--::·\\::::t).\-f.-\\··_.?{((i·_.;: ·:j·,:;:<·><<:\}:·,: ·.::_:, .:/.-<:·--//··. :.::-:-.· (· .: .. ,··:::.:.\.:.-·:{·; .. ·::·._.-.: .-: . .-·:.:;>\\.:.'\)\.:\-=',/?·'/.· '. ···. · , ... ,, , . . : ... : . · · ·, - STANDARD UCO) <MAXIMUM ALLOWABLE) .·· ~ .U(O) = ( PROPOSED U(O) 2528.0A<OW>* 0.4290U(OW))+( .:3212.0A(OR)* 0.1130U(OR)) . COTHER) 070Ai·o~~t0()01ji1:1R·)-)-+-( :t";f.lATl:tF·,*"-o. 24501.J (l)F)) --• ------------------------. --'. ----·----------,. ----> :· • •• __ :.....:. • •• : . ·-·. 252:3. OA (OW) +:3212. C>A (OR) +O.OACOF) ------------- . (l. :2522 -wAt:1:~----~--......,,..,.,._-------,---------.....,.,.,,..,....--,___,_ _ ____,._,__~----··"'""· .. -.-... -,.---~-~ ·,,:·:- '-' ( IJW) . =· -. -----------. ----------------------------- ·A(OW) ---~-.. ----------- (. : 21 •:-:,2. OA ( W) * o .• 2155U ( W) * (>. :::5Mt:F > . :+"i . . .,::;3t:,-:;;-OA-("G"}"~1-;-1·:;1(lOtt < Gi-)'a+-( (l-;;-c1A·(-Et·)~r.t"n:1(10ttii: .. U(OW) = · · .·· .·----~ ----------~ -----.-------------------. ----= o. :3091 2528. OA<OW). ---. ···--~~-~---------- ROOF . . ·---;;;.=.:.....;--:-·. ··-· --c-A·( R') *'-' ( R) >--+-( A ( Sl<YLI GHT )·*LI (·:::KYL:-I GHT-r----------,---------- U (OR) = --------.----------------------.------ ACOR) 3212.0A(R)* 0.0440U<R>)+( O.OA(S)* O.OOOOU(S)) U(OR) = -----------------------------------------------------------0.0440 ----· ··------------------------· ---::3212-.-oA (--t)R-r-------------,----:---,.----- FLOOR U(OF) = A (OF) *U ( OF > A ( OF ) -----· ..... -.... ------------- O.OA(OF)* O.OOOOU(OF) U(OF) = ----------.---------------~ ----0.0000 0. OA(OF) . ·--··-··----__ .., _______ .,,. __ ·-·----··-·--------------------- PROP0:3ED U ( 0) (A(OW)*U(OW)) + (A(OR)*U(OR)) + (A(OF)*U(OF)) 1_1((1) = ---·--·--.--·-'•••'•• -••-··----~ •••••:•-• -~ .. ---;;-----Y•h, ,-----··-->-••-·-----.,.._. _____ , A(OW> +ACOR)+ A(OF) ----··-·-·------i-----252:3;i)A~tt:::1w-)~--(>~0·f.Jti.:i"tetWJ .. .-:·~·--~ =····: .. ~.:~ · ... :.;:-.,.-... : ..... _. .. ;.> ··.-·.::_: .. ·.:..-· . + ( :3212 .• OA <OR>* O. 0440U (°CtR·f ).).·":_'.:):_.:,:_:,(\::'.'.:.t2(\li:'./ .:'.-:/.~ .. ;.;:\·/'/: ('.:·x:··. :.-: · · ·· + ( n OA (OF)* (> onooiJ (OF).·,., .,·: .. .-,.,.,, .. ,.·.::s·.::-_-!;:".-,·,;::-.,;; •. :~;.+::, .. ,: .. :·.-. :.·· .. ·... •:\·: .. ;.-:•. u < o > = ___ _:.:.:.:."-... --=--~.,_..:;-:_.: __ ;-.;.;...--::.:.-;..;-=·-·~~·~z:.:L':,t: .. e:::_'/·' ~:::_'.:·, 2·:_· ··:,. . .. ..: -·-----0·;-·11:.,c:17--··· ------· -- ·252:::. OA ( OW > +:3212. OA (OR) + O. OA ( OF ) BUILDING DATA FORM COOLING CALCULATIONS FORM ::::F BUILDING ENVELOPE COMPLIANCE T?TL:E: ,'PACIFIC RECORDERS -------------------- .· t,T1N;Jf@i9T;~X \ 1~x rMuM < •\ < :? <:, a;: ,:: ; \}; : ••.. : . ·. / A : ,,;~]\-;;\:{ f )i,},£:i;;t~ ;j~[J~.~);\~;t1Jit:ilf . . . . .. , . . . .:(t"fT-V·(-W·)~*A'tew·r r-+-···t(l"fTVtR'i-* A·tORt·) . . . . .. . . . . .. . . . . . . . . . ·-.• " .... OTTV = ------------------------------,----A(OW) + A<OR> OTTV = ____________________________ ; __________ .-----------------------1 /:... 50::::1 252E:. OA.< OW) +:3212. OA<OR) ,,,•· . . .:;; . . : ... . ---------' ------. ------· -----. --. -------------------------------' ----. -----.-. PROPOSED OTTV :·_:._.·· ····· ------· -------------------·-------· ---~----------------------------- WALL· ( U ( W) *A ( W) *TD< E1:;'). > ) + < U ( D) *A < D) ) + ( A ( G ) *SF *SC ) + < A ( G) *U ( G) *DELTA ( T ) > -1':.tTJ'"Vi-W·>-.-=--.. -..-... -....---·---~ ..... ------·-·------:---------------·-'""l'-------------:------------. -:-: ---· A<OW> · (--O. 20'=-191J( W > * · ··2192. OA ( W) * :':,:7. OTD ( EG!)) + ( -o-. OOOOIJ <·D > *------O ~ OAtl..J) )------ +:( :3:3{,. OA ( G) * 122. 7SF * ·O. 9(H)OSC > ( IJN::::HADED GLAS:::;) -+-(: ·: 0. OA (_ G) * :30. OSF * O. 9000SC) ( SHADED GLASS ) -----+-{ -:3:':,:t,;·OA·(G)*·-1-;-·10(H)l,:l·(.Gi·*--6DEl::-TA·(-T-H-----------......----- OTTV(W) = -----~ --------------------------~-------------------------= 252:3. OA (OW) --. --· ·---·-------· -~--.. ----·- ROOF ---------·------(-41 *U ( R) *AtR) *A ( C ).*M ( C:) )+ ( 118*SC·(·S) *A·(S·}-)+<--DEL TA (-'f-)·*1.:.1-(-S-)-*A-·(-S-~------- OTTV (R) = -------------------------------------------------------------- A-( OR) (41* 0.0440U<R>* 3212.0A<R)* 0.7900A(C)* 0.92M<C>> +(118* 0.0000SC(S)* O.OA(S>> ·-+( · ·t;DEl.:TA ( T > *-o.-oqoou( S-) *--------·(1-;.-0A·(-S·)-)---- OTTV(R) = ------------. --------------------------------------------= :3212. OA (OR) PROPOSED Oi"TV --·-----------_.,_ -···----------·-··--· ....... ·------·~----..-------· ·----- OTTV (OTTV(W)*A(OW>> + (OTTV(R)*A(OR)) A(OW) + A(OR) L:3111 ( 22.28940TTV(W>* .· 2528.0A(OW))+( 1.31110TTV(R)* :321.2. OA(OR)) --· OTTV = ----------------------. -------------------. -----------------------------· 252::::. OA ( OW ) +:3212. OA <-OR> OTTV = 10.5504 ---~-----.................. -. --------------··-------·-·---·--··· ---____ , ___ ·--·-- ----·-·-··-·~----'---------------,,...,......,.---,.--.,----..,.,,-..,..-,-----,-.,-----------..... · ... ·. · .·'i·?;:'}L::\', ----... -------·-'----'-'-----------·-··--· --------·---- l HEAT TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY ' µ ' . RAY COX MECHANICAL 3.-.. -· -Ji-I Sketch of_ Construction Assembly WEIGHT: ( 25 lb/ft2 Check one: Wall * Roof Floor . LICENSE NO. 364075° '666 BUSINESS PARK AYL SAN DIEGO, C~ 92.131 Lht of Construction Components 5;a."-Pl<YV.ALL-1. . 2. Rll INSULATION ·~11-DFG'WALL 3 •. 4. 5. 6. 7. 8. Inside Surface Air Film Outside Surface Air Film . Total Resistance Rt Form 3 R ,66 .68 cooling heating ,26' · 17 cooling heating I-S,05 l2·07 cooling heating . 077 ~ 077 cooling heating HEAT TRANSFER COEFFICIENT , P~QPO.SED CONSTRUCT.ON ASSEMBLY l_ I ---r-4-.. ! .... Q_ • ~ "\I .. ' . . .. j O _.o Q . .... ,. ·:·' ·· .. ·o o •' . . . ~ . •,: .· ... ·o-.. -. ·~ .. . / ·o A: . • .. r--'-- Sketch of Construction Assembly WEIGHT: 50 lb/ft2 Check one: Wall . ./ Roof Floor -·--- List of ConltNCtion Components 1• 71/1-,--n~1-~ eo~, 2. i. 4. 5. 6 • 7. 8. Inside Surface Air Film Outside Surface Air Film Form 3 R· ,bf:; cooling heating I} I cooling heating Total Resistance Rt ;,g;/ ., -J-:;2 . • I -:,) cooling heating cooling heating J HEAT TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY j • , ' I. 2.. l . . . I I i 5. 4. 5. Sketch qf Construction Assembly . /..-,r-·2 WEIGHT: , .:~ ~-: lb/ft . Check one: Wall ;-y'. Roof Floor List of Construction Cornponema 1. 6Ll!LT UP ROOF 2. ~~11 PLYWCOD. 3. R 19· ·1 ~lSLIL~TlON 4. AIR SPACE 6. .. 5/a11 GYP. BD. 6. 7 . 8. Inside Surface Air Film Outside Surface Air Film Total Resistance Rt cooling cooling 22·01 Form 3 R -'0:S •.J:) 19.0 .,76 ,S0 ..~I heating .17 heating ,-, ,., "Jt? ••• 1 • ""L _;,.. cooling heating ~ .,., .. . _ ... ·..:..: ,:,:- cooling· heating Form 4 IRev.1 sns1 \ : :·pAC,t r\C . .-r2G~fl,0~<2S ~~Q.i'bE>': -: .. 6 Pt DESIGN CONDITIONS . Building occupancy type. (Table 1 o.f Appendix I) •••••••• .Project Latitude (Table 2 of Appendix I) •••••••••••••• Heating Degree Days (Table 2 of Appendix I) ••••••••••• HEATING L,OAD DOCUMENTATION (Attach cal~lations) ··:· ~. . ...... . .. . :·-;--· Outdoor Design Temperature, Winter ••• · ~ •••••••••••• Indoor Design Temperature •.••••.••••••••••••••••• Outdoor Air •.••••••.•••..•••••••• :.: •••••••• ·• Helt .loss From Outdoor Air •••••••••••••••••••••.• Temperature of adjacent 1,mheated spaces •••••••••••••• Transmission Heating Lossas •• ~ ••••••••••••• · •••••• Infiltration Air ••••.•••.•••••••••••••••••••••• Heat loss From Infiltration ••.•••••••••••••••••••• Ventilation Air ••..••••••••••••••••••••••••••• Heat loss From Ventilation .••••••••••••••••••••• . Outdoor Air for Special Processes. : •••• .-••••••••••.• Heat Loss From Process Air .•.•••••••••••••••••••• Other Heat Losses (describe) •. ~ : •• , •••••••••••••••• Total Heat Losses .•••.•••••••• -•••••••••••••••• 4~ 70 ~\ 11440 °3d. "'V3 4-Y I L-\.3 OF OF CFM Btu/Hr • OF Btu/Hr. CFM Btu/Hr. CFM Btu/Hr • CFM Btu/Hr. Btu/Hr. Btu/Hr. COOLING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, summer, dry bulb........ • • e '-f °F Outdoor Design Temperature, summer, wet bulb ••••••••• ~-· °F Indoor Design Temperc1ture, summer, dry bulb ••••••••• , 6F Indoor Design Temperature, summer, wet bulb. • • • • • • • • • :5' °F . \u::,50_ Transmission Heat Gain ............................. -~'=....;;;.;-Btu/Hr. Infiltration Air ....•• · .•••••••••••••••••••••••• _____ CFM Heat Gain From Infiltration· ..••• , •••••••••• .-•••••• _____ Btu/Hr. Outdoor Air for Special Processes ••••• ; •• · ••••••••••• _______ CFM Heat.Gain for Process Air ••••••• ; •••• , •••••••••••• ; Btu/Hr. Solar Heat Gain Through Windows, etc ........ · ••••••• , 4h b65" Btu/Hr. Heat Gain From Lights, Equipment, People, etc .......... _ :Hi3>Y8 Btu/Hr. Heat ·Gain From Other· Sources •••••••••••••••••••• -Btu/Hr • • > •• Outdoor Air: . . ".-_,; Fixed Min'imum Type System . ..;:·. _. · CFM Per Person (Not to Exceed Tabulated \ -· . Minimum Ventilation Rites) . ~ . . . -~ 0 Heu G~in From outdoor Air. ·• ,•' ~ • ; •• ·.-·.-·:--.--~--~ •• ' :i.. \.3 . ~ . . -' ~ . . . ' ~-.. CFM/Person Btu/Hr • Pege2of Form4 -. . _··:·\ '. CGOLING LOAD DOCUMENTATION (Conti~~I ,,,_ , ... ·.: ·:(:\\,:. System Utilizing Outside Air For Cooling ·::::";i·-/:;·.:::L<; .. :/,.--· . . ' ,, '" _:/;::->· r: . . . ' ... • . : : :B:: se;i~~r:~~:!~-i:~·_:i_·:;_·:._:: _ .. ·_:_>_;_:.:'F_:::..':':'~_'. t_i_:_;_._if.1.t_:.l.(.~.i.':~.:.i,;_'._:_:_;.•,::.l,·. ·.f.;,. 1 I ; , ... ,_.:·. ... . . . . ;,.\t,~.//.::,·;?/~/.t)\;;t;~.-;.\'.:;.,}.. . . . . . " ~ ., · , :·. · Total Cooling load •••••• ~ ·_-. ~ •• ~ : •••• _ ••• ~ •• ~ ~ • • • \ l ~ 60Jb ~t~/Hr. TEMPERATURECoNrRoL Attach manufacturer's data or other, give specification or drawing reference which shows in detail the following information: < < REFERENCE (page or sheet No.) • capabilitY t.o sequence heating and cooling • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • fY\-2.. • temperature .c~r;itrol device set point limiu •••••••••••••• .-••••••••••••.••••••. • tem~ratiJ~e-~et point range between full heating and full cooling •••••• · •••••••••••••• ____ _ • s,ftbaCK a~d sh·utoff ~ontrols ................................ : .............. ----=~- • capabili~ to terminate heiting a~ 70° F and cooling at 78° F • · ••••••••••••••••••••• , ['I\ -Z Indicate drawing or specification _reference where the temperature control device requirements given below are documented. An autoin~tic tem~erature control device shall be provided for: . M _ Z, • each separate HV AC system ••.•••••••••••••••••• ·; •••••••••••••••••••. ~ • • ____ _ • each zone ...............................•........................ ·. . ____ _ SIMULTANEOUS HEATING AND COOLING The following requirements apply to the use of new energy and need not be complied with. when recovered energy is used to control temperature. In each ~ase, ~hen resetting hot and cold deck temperatures, one nipresentative ·zone may be chosen to represent no more · t~an ten zones with similar h~ating or cooling requirements. Concurrent operation of independent he·ating and cooling systems serving common spaces must provide either or both of the controls given below. List reference specification page or drawing number.where control requirements can be verified. REFERENCE • Sequential temperature control of heating and cooling systems · ••••••••••• : • • • • . • . • •. • 6-,J { A • Automatic reset of heating temperatur'e, to limit energy input only to that level to offset heat loss due to transmission and infiltration ••••••••• ; •••••••••••••• Reheat systems -give· reference specifications page or drawing number which will show C!?r_T!plian with the following when reheating 20% or more of the total air in the system. . _ -. . _. · ·:... . . ·. ~ ·. · ·• When serving multiple zones, controis must automaticafly reset the cold ~ir _ :: :::>:·/f/(°f .·-:. , . supply to the highest temperature level of the zone requiring the most cooling·.;;~·'.,~.!: •. ;,.: • ; ----- • ..,\ •• t '. ,·, ·t··-r .. ¾.. ' • Sin~I~ zone reheat systems shall be contr~lled to sequeri~ heating and cooling· .• -~-)~-·;'->~ f: · .. ----- -. . .,, .. ·. '·::~;,/ff')_:.,. Pate3ofForm4 -. · ·'\ Dual-du~ ~r multizone systems ~ give referen~ Sl*i'fications page or drawing number which will show compliance with :r;;: the following: . ,j~~i~9'.;tt:· .·.·· · / · Y' · r,:< . . ·· · • > , . a i)f i:..:i·:ji;},;i{:•/EF;;~N~0i: ·: Hot deck. temperature~ must bl automltiellly reset tQ the lowest · .. ·.,,, .'}:,_,;:;;::,;; ·J\,f r:,.t:'=.,-.-:;:-_ !.-:· · ·:: · 1· . · :::·,:·.,:-·.· -~:·:~perature necessary to Slti-1Y 1ht zorie requiring the most heating. -.C ~ ::<;~·:;·;~°'{~ '/~ ::~-;?:~:·.' ~' · ·· H\/ -~ · -~ · · · · · 'L.\:;:i:;.:·}:'1:1~<· .. · .... : .. . . . . , . . . . . ~ . . :· .... '.:', • Cold deck temperature -must be automatically reset to the highest / A, temperature necessary to satisfy the zone requiring the most cooling. • • • • • • • • • • • • • • • • • N · Recooling sy·stems -give reference specifications page or drawi!19 number which shows compliance with the following if recooling 20% or more of the total air in the system. • Controls must automatically reset the tems>erature of heated supply air to f:he lowest N / Pi- temperature necessary to satisfy the zone reRuiring the· most heating. • • • • • • • • • • • • • • ~ • • _____ _ HVAC SYSTEM RESTRICTIONS & SPECIAL REQUIREMENTS Several HVAc· sysiem types have special requirements or restrictions. In this section, the type of system used in the design must be. listed ;ii:id. ~ny special restrictions given here referenced to show compliance. Supply references to proper specifi- cations page·or drawing nu~bers. . Type HVAC Systems Used -List. type of system to be used here (include all systems for heating or cooling in the building) include reference for specifications for each system. Constant volume reheat system -when serving both interior and exterior zones·-separate cooling coils are required if the . exterior zone exceeds 20% of ;the total air quantity through the cooling coil. REFERENCE •. :;. ., :.:• .. . . ,,.-:.,_ ~. . -~-·. ";• '·:--.. ' .·. ·.·,, ,'. :·· ...... · ::·' ... ,.· .......... . .. . . \ . ~ . . , .. \: ~ ~ . ·~:' ' j , .. (.," • ,, )1. );._: . .. . . . Page4of Form4 . · . · · . DUAL DUCT AND MULTIZONE SYSTEMS . . , .' .... 7: ·/:;;/,.:, .• ' • . . \ . • .. \)t)}.~}-·'·eonstant volume duct or multizoni systems which utilize ~ •nerw to simultaneously heat and cool air streams which . ,. >d'',,:.d· '; ... :._iubsequently mixed for temperature control n prohibited for bulk.Sings larger than 20,000 square feet of conditioned ··\_·_i•t.:, ~ ,: ... r ~-,1 used, 1ht air leakage for.dimpers utilized.~~ _mbd'!9 ~--~.!f!'ll·a~ ~~_Ing air shall be limited to a maximum . -~ff;f,f) ~f-· kige of 3" of the total air. quantity ha1dled by the damptri when operitlng-it thi maximum system pressure to which · _ _. .:]/\ (i :·' 1'.·. :·~:~Pffl will be subjected. Manu•m•s label or nameplate ihaii-staie ·~~ ratis~: · ;_ .. :· .;· ·_. , ; ·· ·· · ;;';J~;)ifi · ·· }{( }f_jfr.:·-. . : _ .. _ .. i. _· .. : . :_ · ... -·_._.:·< · .. ~·-~ '.'.::_'. . .-:/)t~t/f;~:~~~E~CE.-_ .. tv /Pr-,:::~{t}\. Economizer Cycle -For each cooling fan system, for other than duai-duct or multizo~ systems, which serve zones having total cooling capacity greater than 1.34,000 Btu/hr or more than 5,000 CFM must have an economizer cycle unless one of the exceptions allowed is claimed. ~ REFERENCE ____ AJ;:;...J./ .... A ___ _ Electric Resistance Heating Systems -These systems shall not be used unless the total installed electric resistance heat does not exceed 10% (ten percent) of the annual heating energy requirement or a life cycle cost analysis, Form 8 (see·section 4.2 of this manual) shows an ~ltemate system life cycle cost exceeds that of the electric resistance system. Give reference if less than 10% or include Form 8 if calculating life cycle cost. ,· REFERENCE __ N_./ __ A-___ _ MECHANICAL AND GRAVITY VENTILATION Mechanicai'-'ventilatio.n _: Dampers which are automatically interlocked and closed on fan shutdown are required. REFERENCE_.....16~L.1..1IA:......:.... __ _ Gravity Ventilators -Either. automatic or readily accessible manually operated dampers must be provided for all openings to the outside with the exception of combustion air openings. REFERENCE __ N_..;,./_fr ___ _ POWER CONSUMPTION IN FANS REFERENCE Constant volume system . CFM Total Supply Air Quantity •••••••.•••.••••••••••.••••••••.•••.•..•••••• Total Pressure of Supply Fan ..•••••••.•••• : .•• .-••.•••••.••••.•..•••.•••. Total _Supply Air Quantity Adjusted for Process Loads •.•••••••••••.•••.••.•.••.. Inches Water --==-,,,--:--CFM =:,.;l..\;).... Total Gross Floor Area ••• ~ .••...•.•••••..•..•..••.••••••.......•.•.•.. Sq. Ft. Net Fan Performance Index (FPI) •...••••••••.••.•••••••.•••• ; ••••.•.•..••• .,\=·=3==\== Variable volume system Total Supply Air Quantity at Maximum Flow •••••••••••••• : •••••••.••......••. ----- Total Press1.,1re of Supply Fan at Maximum Flow •••••••••••••• ~ • • • • • . . • . . . • . • • Inches Water Total Gross Floor Area ........................... .' •••••••••••••..•.•.. ,.·· •• -----Sq. Ft. • ,1 :,:! Fan Performance Index at Maximum .Flow (FPlm)• •••• · •· ••••••••••• ; : • :~ ~ _. ••. _ •••.• -----CFM Variable Volume Adjustment Constant ••••••••••••••••••••• : ••• -,:;·., •••• ,.:·. ··-----. ,. Adjusted Fan Perf(?rman~ lndex,.FPla •. • •••••• ~ ••• ; •..• ~ •• ~ •• -~ -~ '·.': ~ ~ •. • ~ ."· • • • .-_ • ======= ~-. t . ,. ·, . .. . ·t·. '1.'" .1"",J, f •"""'- ,.: ,... , of ·Form 4 ' .. . . •' . ' ooucr INSULATION AND DUCT CONSTRUCTION • --• ..,, -~~· "/f',. .... ;' •• .... ~ •..; ~ .. ' ' ., .:;/-~ . ~ . ' •• ~. l ··.:·, .. ;1 . ~ . ~-=-·.: ,• .I OOOUMENTATION FORM & , . .' 11VAC EQUIPMENT COMPLIANCE i, .• (• l• ~·· • • '· .· "' -~ .-. : ' . ;. ,~- ., . , ,'• -.. ,.· · .. ELECTRICAt.LY oeERATED COOLING SYSTEM EQUIPMENT. ABSORPTION WATER CHILLING - COOLING SYSTEM EQUIPMENT . . . ..... "· •' .· . COMBUSTI_ON·HEATING EQUIPMENT (Oil and gas-fired comfort he~tirig equipmen,·- ELECTRICALLY OPERATED HEATING HEAT PUMPS ELECTRICAL RESISTANCE-SPACE HEATING EQUIPMENT -\ -. Standard rating capacity, Btu/hr Minimum,EER (COP) . Reference Heat source (check one) Direct fir~ (gas-oil) Indirect fired (steam-hot water) Minimum EER (COP) Reference Minimum combustion efficiency at maximum rated output Reference Minimum EER (COP) Reference Supplementary Heater Control Reference · REFERENCE FOR FULL-LOAD ENERGY INPUT ANO OUTPUT REQUIREMENT FOR MAINTENANCE FOR MANUFACTURER'S MAINTENANCE ANO, FULL ANO PARTIAL CAPACITY ANO STANO-BY INPUT(S) ANO OUTPUT(S) SPECIFICATION. REFERENCE .· . Form 6 ~ 11 JOO'.); ~O,oo:>:_i "?,(,,(XX'.) :J,$ . 1 SPECIFICATIONS-MODEL 542E-SIZES 024 THRU 042 MODt:'L 542E SIZE. J024 J030. I J036 P036 8042 P042 •'. SERIES A A A A ...... ::I ... ~~ ..... Unit Volts-Phase (6.0HzJ 208-230-1 208-230-1 208-230-1 208/230-3 230-1 208/230-3 Operating Voltage Range 197-253 197-253 ,197-253 187-253 207-253 187-253 . Unit Ampacity for Wire Sizing 20.2 27.5 29.2 17.8 34.9 25.2 · Minimum Wire Size (AWGJ* 10 10. 10 12 8 10 Total Unit Amps 16.7 22.7 23.9 14.8 28.7 21.0 Compressor Rated-Load Amps 14.2 19.7 20.8 11.7 24.4 16.7 Locked Rotor Amps 66 82 85 87 94 95 outdoor Fan Motor, DD, PSC (Watts; & Spds)t 190& 1 · 190& 1 190& 1 190& 2 .155& 1 155& 2 Full Load Amps · 1.0 1.0 1.0 1.0 0.9 0.9 Indoor Blower Motor, 00, PSC (HP & Speeds) 1/5& 2 1/4& 2 1/3& 2 1/3& 2 1/3& 2 1/3& 2 Full Load Amps 1.5 2.0 2.1 2.1 3.4 3.4 Max Branch Circuit Fus 25 50 40 •;;;;~;~·l~~g·~;~~~t~·@ 95"F Btuh t '24,200 . 29,400 35,400 35,400 40,000 40,000 SEER+ 7.80 · 8.40 8.20 8.20 8.50 8.50 EERt ---7.63 -7.93 Rated Heating Capacity@ 47"F (BtuhJ; 25,400 29,000 35,800 35,800 41,500 41,500 HSPF (Minimum-Region IVJ+ 6.00 6.10 6.30 6.30 6.30 6.30 COP+ ---2.68 -2.84 ARI Sound Rating Number** -19 19 19 18 18 ·., • .,. ~ :J ~t....., ""J,.1.t .... •• ...... i:-un::i ~,., ., • •;•.,, ••• • ~r, Compressor Type Hermetic compressor Temp & Overcurrent Protection Standard (Internal Line Break Compressor Internal Pressure Relief Valve Standard Compressor Vibration Isolators Standard Vapor~ Tube Accumulator Standard Two-Way-Flow Refrigerant Metering Device MET JET With Piston Low-Pressure Switch Standard Compressor Crankcase Heater Standard Compressor Quic::_k-Start Components Standard-All Single-Phase Units Refrigerant Service Ports . Standard Heat-Savir:1g Reversing Valve Standard Time-Temperature Defrost System Standard COM PROTEC® Compressor Cycle Protection Optional EtficiencysAlarm Circuit . Optional Vapor-Tube Filter-Drier Optional High-Pressure Switch Optional · R-22 Refrioerant Amount (Factory Charge) 6lbs-4oz 61b_S·10QZ 81bs-4oz . 81bs·-8oz • ,~1•1•1•1~•1o1 •• ·-:• :1•11-.-,-- Coil Face Area (Sq FtJ,-No. Circuits 3.67-3 3:67-3 3.67-4 4.67-5 Height X Width (In.) 24x 22 24x22 24x 22 24x 28 Rows & Fins Per Inch 3&14 3& 14 4& 14 3&14 Blower Wheel Diameter x Width (In.) 10x 6 10x 6 10x 8 :!Ox 10 Rated Cooling Airflow (Ft3/Min)Ht 850 1050 1300 1535 External Static Pressure (In. wc)rtt 0.10 0.15 0.15 0.15 Recommended Min Filter Size (Sq ln.)H Standard-Type 408 504 624 737 Cleanable-or High-.Capacity-Type 265 328 406 479 Condensate Drain C:::ol)nection 3/4MPT 3/4MPT 3/4MPT 3/4MPT l'tln1t1titl>• .. tJ1_;.,.,,,,u Coil Face Area (Sq Ft}-No. qrcuits 10.57-:'3 10.57-3 10.57-4 14.26-5 Height & Width (In.) 24 X 6;3.44 24 X 63.44 . 24 X 63.44 30-x 68.44 Rows & Fins Per Inch 1.41 & 20 2&20 2& 20 2& 20 Fan Diameter (ln.J 18 .18 18 22 a...,...._ .-~1l'J t ••• ~•t•:a.•1111 ~_J_l.f~ Two-Speed,' Direct-Drive Blower Standard PSC Energy-Saving Bl_owerMotor Standard_ Two-Speed, Direct-Drive Outdoor Fant Optional Optional . Optional I Standard Optional I Standard PSC Energy-Savil')g Outdoor Fan Motor Standard Computer-Designed Refrigerant System •. Standard Insulated Blower Compartment Standard Low-Voltage Terminal Block Standard Heavv-Duty Base Rails w/ForkliftSlots Standard •use only copper wire for field connections to the unit. Wire sizes are based on 60'C copper conductor at 86'F (30'C) ambient temperature and the ampacity shown in !able. If other than 60'C copper conductor is used, if ambient temperature is above 86'F, or if voltage drop of wire exceeds 2% of unit total rated voltage, determine wire size from ampacity shown and the National Electrical Code. · t A11'3-phase units have a 2-speed outdoor fan motor and are thermostatically controlled to provide low-ambient cooling operation down to 40'F. Single-phase units are designed for cooling operation down to 55'F with 40'F low-ambient controls available for field installation. *Rated in accordance with ARI Standard 240-77 and/or U.S. Government DOE test procedures. ••Rated in accordance with ARI Standard 270-75. t t See the air delivery chart for-blower performance application data. HRecommended field-supplied filter sizes shown are based on a velocity of 300 Ft/Min at the ARI rated cooling airflow. Air filter pressure drop should no! exceed 0.08 in. wc for unit to produce the rated coofing performance. · ... Model 5420060 units are furnished with two standard-type air filters (20x20x1). HP-44 \ ! ( ~' ,, ,,. I, "' { ~ .. J ! r~ . ... p/~ . RAY. .c~·MECHANICAL, PAGE 1 . LICENS! NO. 364075 11"~-RAY-CO ~, ,,, , ( I :t MECHANICAL MECrfAITT"CAL,.:, ,.;: · .flH I0$1~~~PR~ IF It_:: RECORDER:::. · _,,_. , CONTRACTC1Ri::"_''/ ·:>:-SAf:' _plEGO, .CA · 92131. . · · CL I ENT: ·.·. :'. , . . . : , . LUSAR't1 :(,-: ,>,_.\;:'/,: CALIFORNIA:·,·,_, , . .·,' "DATE: ':l/1;::'/83 ,,'._::'..;_ j 3 SAN DIEGO, ------~-------...,,._.___.....__ . --~·='-= -----. --------- HVAC: PROGRAM DESIGNER: BC: J ----·---· ··-------------------------------------~-~ 7. BUILDING MASTER DATA DESIGN PARAM~TERS:. \ I DE::;IGN MONTH OUTDOOR DRY BULB ·OUTDOOR l.-JET BULB INDOOR REL.HUM INDOOR DRY BULB HUMID · CORRECTTON-· · ·--- DIFF FACTOR .1.-2 ·._----MAY·---.--··-. ·-··--·-:::4--70 ._,(l'Y. f. 1~ ,JULY ::;6 70 50'½ SEPTEMBER :::8 70 50'Y. ~75----.2~!. 2,t--------.=,;,;:.--.. -- 75 19.91 ~6, 75 16.62 ~4, ·-NOVEMBER 90--· .. --70 --50'½ . -----· ---···--· .. ) ( ' WINTER 42-(l 50% 17 75 o.oo 1a, ;·~--~e~LASS--·-st:JMMER~W-I NTE:R Gl::·;·SHD-lNT-; SHD--R01:1r,._1,.....,.,.........,.-6l::A8S---tn3LA8::: ... · . . , COEFF. COEFF -C:ONST HEIGHT · Wit1TH·-·;:·'·. ·.·.· TYPES U FACT U FACT .. ,.._ L 1. 100 -1. 1:30 / 2.:1 2. 1. 100 1. 1:30 ·2.:1 -.::------··SHAD ING--Ht3R---R.-F-IN ( =-~ TYPES PRO,J PRO,J o. 900· 0.900 L. F-I·N PRO,J , .(l. 000 0.000 .. . :·: .... • ·_.:-· . MED----· --(:--; 0---4-.E·--- MED 8.0 1.0 . : .· .· ··.· :; . .. · .;:•. :··::=· .. · ..... · .. z:·-··· · L· ·-·----15~0-· -· C>. (>·--·---0.-0 ·· ·-----··--·-... ---- f _,_ ;_ . .., ROOF U ASHRAE:; SUSP -:i-----:-TYPE----i-FAe-T--ROOF-NCt-----' e1.::1i:..-·-------------,-----,--.-,:-,_...,·> _...,. __ .,..;_ .-:·,,,..,.,.· ,..,:'_'-,:;....,_ ,-,...; :...,..;...,:·. -.,-_,-, .... __ :.~,_ .... --: . : . .. ,:, : -.: ~ .:.,, . :·. . ·. :· :_. ~--~"-. ·:. ... ·· ., .. l.. ~~ . 1. O. 067 ·5 YE!:; 3_1-· ··-2. -----· O. 040·--·-----· -.5-----·-NO------- . · ... :.-·.:··:.•::·:· <··_,:':· · .. " ,.·_• : __ ., ... ,c • -. ~ : . ..: . · ... (. /::1 . WALL U ASHRAE L ~:;;fr:~ .· •. . . . o~::: . . BR0 8 ... c_, .. __ ;,..,.._ :,'·""":_~,.,,..,-_ -. --_,..., .. : -. · ._-, :_-... -.-. -~ .--._-:)-,r-::;--,_-. -,-·,;:-=:;_;.,..:_::::...,... ·_:,...._-___ ...,.<-:; .=;,-c)-;:,,,..~;:::,..,.(i.,..~-):,.,,.;j..,..!:\_.,...\...,}.,,.~...,i\""'(i,,..1.,..~1.,.,.\;1-.i;.,..i.,..'. . .,,..J:.,.,.jt~(~~j""'(i..,.i ---~-----'------------'----------------------------'---t 4 o' (_ !41j PART. · U CLG. 1 TYPES FACT T. D. 421 _ HTG. T.D. i C ~;:,.·~:;:f ;.,:t~;,:,:r1:,:~?: ... •:; .······:.·.:·t:4~~:;:;)::;:.:~~f ;t!::;~~~;~\JLrI1~;~;~'~'.;g::;~;'i'.~l~:fut1;\\S'i(.~;-;~~:1:; :, L o··47'· j . , . 48 I ; pr-::-t, .::-:-:,:~·~:;:-:-,:~~~t:::-:-c~-::,-:-~,.,,,,.,I--s-~,..,ti."'"¾-.~1~:1,,..,~,~~:e-:l.,.:f·;~'.~--I'--ff...,t ;-,-~,..,.;'"";,...:1,.,..~'--;,"'"~"""i..,.~1,..,:""'\1-r.1: .... :1:-~-~-.1; .... 1~:,...L,.,..: • .,,.,,,., ... _ ..... ;·:· !·· , 52 Css 54 \ \ 55;::.;: _ ...... _.... ;·:{ ... :..·::, .... -56!_··:::-·:::::.,.... .. ....... ·-· Li .. ,.,._·:. .. ~--· '-. . . ~ .. . ... ---... . :: .:·.:·· .. :· .. . \.... -,. ' } ~ J i, -.., ~-J_ I) · --y~:~~ ... -=~--~ \/~:;·.-*'.·.: _ .':. ~ .. ::,: ~-. .. . .. ·:· ..... }::,.;.:~ · . · .·--~ -:~-,.-.:·:·~·:-::r (.::.;·~~ _~-~r-~·.:= · tlEC-T;i\t:OCATlON :·:/:CARLSBAD>OA .-.. ;.,~~-~~~-'ji~g~::~g~f r:u..~~;~::::;i~~i:~~N:~~} ..... . ,,---, 11 ~AROMETR IC PRESSURE: 29. 921 'j 12 TIME ZONE: 8 1s1:=-i,r-{.· ... : :.:·. 1~H-1~sA"V'"lNe;s =r-:I~.~es ··: , ... · ·/.;.;;,· ... _;_··':\· . : ·: ........ ::·<·· .... : , .. _: <~·-.:, ._·_,_,,. :._·: ·. =:::;: .. ·,·..-::_;··;,::_:-:..> ,, ,·,·.;::::-. .. ... ,. ·o-. . .. . .·:·:. , •. J :~~M:~g~i' ~~~~r~~~M~~~~~:M~~=~· 2 ~ ' . ;: /'• ,, •• ..•..•.... • , .··• ; • :r,;:.:: ;3:iT,''.~~:;~'{f:tWi¥) 7 17 ZONE HEATING SAFETY FACTOR= 0 % 18 BUILDING OP~NS AT ::: AM. 19~, ··,,·r:·: . tt!tlt1"NC,Cl:OSES-A1" , 6 · PMM-.-_.,.., ·'""· ·:_,., .. ,.......,_ ·,-.. -. --.. -.. .,.._ ...,..,.,....,..,.'"'"' .. , . .,..., .. ,.... . ....,_ .,... _ _.,..,. -,.-.· -.. -. ,.-.. -:,-... -,-· -_..-., ·:·-,·-.... _-·.: .-.:.-· -, .-... -" -.. -.. ~."···-... -----.-. .. )2201t.!.\);::_:::_,~UMBER OF UNIQUE, ZONES I_N ~Hl~.-:' -~. RC.·ld~CT = :,;:::. 6 ·:.::.'. · , ....... ·.':Y : .. ·. i·/.<, ·:=",:i:;./:·::.:>::.:i(i:;,fj;I:iifi . ·•. ·-:·-· : ·.( ·-: '2z~l31JILDINtr·DEFAULT VALUES:--·----·--·----"-----·-------·--~-----~--'---'-- ! ' ' ·t:1 Bl~IILDING DEFAULT CEILING HEIGHT = 8- fs'i·-:',.: .. PE1jpi:;E-SEN8I·BtE---tOArr-MUl:"'Tlf'l.:-IER = . ,23<:l . ,;25j..,.._/·:-PEOPLE. LATENT LOAD MULTIPLlER = . 190. ·\/··_·; :-FUJOR. HEAT LOSS COEFFICIENT = , C> :l'.:t'. . L:TGHTlNG ADDED ON A SG!UARE ·FOOTAGE BASIS· OF--·3-WATTS PER SG!;"FT-~ J29 EGJU I PMENT . ADDED DIRECTLY TO ZONE!:; JI:~[ ..•. PEOPLE ADD~_:' ON A -.SQ~ARE ~~O_TAG:. BASIS• OF 1 PERSON PER 100 SQ. FT • .:32 . _. . INTERNAL OPERAT I NI., LIJAD PRUF I LE.:-. ··\iz,··;_: ·. ;;-· -F·ROFILE HR · HR HR HR HR HR HR HR · HR -HR HR-· HR · HR . •35 NUMBER :3 9 1 O 11 12 1 :::: · 14 15 16 1 7 1:3 · 1 9 20 ; '47 I i i ·!481 1::ru· ---:--::--· ·--'i ., i!SO . ·1 .! . 100 100. 100 100 100 100 100 100 · 100 100 100 100 . ----~-~ ---..... 100· 100 100 10.0 100 100 100 100 100 100 100 100 . . ----·-.. 100 100 100 100· 100 100 iOO --~·-~ ------·--.. --__ .,___ 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 ·,, '. --· ·-·~--------- '15·•.·· . .. 152-_ -ALL DES I. GN tiATA TAKEN FROM THE-·19:::1-·ASHRAE...:.HANDBCnJK-op·-FIJNDAMENTAl:s--· .)53 54 •. ·::' ·-: __ =! .. · ·:,-: .. :.:' .·-... -:. '• .. .-.. : ., :· ~ . ) :-.:',"'.,.-.: ,7- iX'.~ -,.-':;,;..:.],;_ . {;; :.s1.;. ,, 10 ·. -•. , , '() 11 :·'.:-PEOPLE: PROF I LE i 1 IS USED. 12 . lwfl,....._B , ) ::~1j{~-1~~'.~~~~~~~~:::1~:,,~::2rr!l~~~~;::::1~~r:~i~ f ~l~hi~~k~t;Jl{\ 16. · °':l 17 SEASON VENTILATION METHOD INFILTRATION METHOD !22; • l . !2aj . ,241 .. 25,. )2s1' .' •I ,· 127: , .· ,·'\ .··:·· . ' ·:· ·. j, .. s:-'---__..__ ----· ...... _ .. ____ _._.. ___ ,._._,.._ , __ -__ ,.. ___ -~ --~~-- ;i.,;:;l ~-i3i I: ---1::1 l;:;:------- -I .-J;se· . --·------' . ___ ---. ._ tt:2:-------------------------'---'4e. ),-.:-, !.a.s I, __ _ I,:::; ---------.. -----~--------~-- ,·,: ... · .. ~ ... -. ------------------------~-'---'--------------------52 ' ! ' :)531 54 551: . ,_·: :_·:_ . --. . -~-- _) 56; -.. ,.· _ .. I '• ._ l .. · ~--. j " ..... ~ --, ,, } ',, ;; \, t;6 i~; :;(?::ibdi= :·, · 1 1454 o·. 06 7 · 3. 685 . 5358 321 s · i2 · . PART. 1 1384 O. 080 ·15 15 1. 200 1661 1. 200 1(:,61 ·0 i~ f ~ ;~~~!~~~s:~~~~~~,:~;::!~~~;::~1i~f !:"~g:?t~:~~=~?0;;~1!~::~~#~f ~i'(::~,!J::t:~~E~i~;:s:, •')17 •')~ :~;~~~~~~;~;p;;;;;;~i~ii~~~½:;::;~.;~~-~:~;~~1;t;~1~(;:;~ ·_-)23 8.1~LA88 . 1 144 1. 100 138. 946 2000:3 37. 2':-10 5370 /u S.GLASS 2 144 1.100 138.946 20008 37.290 5370 .. ) :: ·::-:;,:h(~~~~.g~~g. · .. · · · ·~ g~;~··.--• .. ':.-:.<:·.-;_~-:::-·:· ,~~~·~ ·i·~~. · .. \x:·i·,~i ~: · .. : :,: · · : ... tl.:·i..··.;.r· .. t.' .. ·.:;·.:'.>·:_·:,.'.:I,.i .. ,·,.·.::,::·:.:,::.::.:·;t·: ... i-.::.:;.:··.:i.'..~ .. ;.:·;·:·:.:-::.:.::·:::.:!::: •. / .. :,.~.·~:::(;,:.r;::,)ft·,::.i.li.::·.rH::.((:'.· ., rl'([j~JJ;~r /;;,:, ... .. .. . "' ' .. '· .. ' •t<;887Q'--·-· 2~r22~--'~~· .• :.1-~1~{··,:·_..-~':.:r; .. t::/:/'.' .)29 30 31 .· .... ,,.. · .:,;;: · .:, · ,.,. ···" PE"AK-~·1-I"ME · 2 FTl~MBER . · ,; .. ·.: ·, :;.7f$ · Sf~ , .:.,,.,8Y.8. · 6 .. :·::.·:·.:._\' ,.;:;::--,.· )!,3:,( .: ... ·.·.:· ...... :·:·· ..... : .. · ..... :.··.: .. ·. ·.. ·;_-_-.: • .. · .... · ... ;.:. -. . . ··.. ' ':• . . -·· . ·. . . . . . . ··:.. ~ : ·;" .. ·:. :: . · .. ; . . . . ; ........ : . , ... . ·-jss!c.<·".,.-.:ROOF' ··.:·. . 1.. ·.: 378 ·_ · o. 067 3'~ . ·2:.1.;,ti·. ·'·.'\.:-, 9~8 · ,.,. ·.-.\,:.: _, _ _.:'':~t··21.i' · · .. : · 8:'.:it;,'. · .. :.?·_:_,:·•,::,,::;-j:;i Si«; .. .. S-;-WALi.:---·1-------11-be---"-O ;55c,----1t2--c;-;-6(1<)-· _ .. -1-t09 . t:::-;1:50_:.... --·::::C>4'3':,......_,_~ ........ - ~, 8.GLASS 1 48 1.100 138.946 6669 37.290 1790 }Bx ~~~ .•... 1 { ½C~:~t .• _oi ~g~ : : 1.5. 15 28~: m .• ·;' ~ii~.. ;.{.~·~;~},:;;.;~'?· . ' :~~-·~:::;mp ~:'.-: ... -"-'-TOTAL:.:...--· ------·--~-----~--1"3'7:32 . '71-:::-·. 5905----- ;/)1«: }-;:-:~------· -----···-----------,--:.....,,-,..----.,.....----,........,.~-......,,,.....,=--.....,.--.,..-=--------- .. ;.,47' l'I __ ! e! );::;:..,.·,----·------------,.-------,.--.... -:~:-:::-::-,,:.-:::_:_:_~_-;!_I_:_i_1_••.-~:::-\'-;,-;,-t--'.:._>_}_'.\-,:-.-... -..... -:,--.-.. -:_-... ~-,·:.-, ... -------~ .. -, .. ~ .. -.-... _.-.· -----... 's2 ._)53 -. ***** ELITE SC!FTWARE DEVELOPMENT INC***** .J :: i1r,~~&tflZ2s~£~I~;~~~~2~2~~~~~iY~iiiiI~i~~~Em:I~~;:e~1~filE1:~02~~%f§J2~&·~ 16' :''" ,,.,* ... ,,,._,,,,_,_ ._,,. , . .,,. :,,.,, ____ ., ..... ,·MAY ..... ·, .. , ... , .. .Jtt~~E:PT~~eVE-MBE'.F{ ·.-'•Net' 'IJSED~sar-··* .. •'• ") 17 18 * HOUR ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN* J i.:~~~l~~~[~if ~;;;'.:'.J:~~~!i ,:;;f ;:;;:!?!i!';:~t#;·t~~~!:}~: \·;:~:!ZJ!i~~t~·t:;:;h/~:~::;~ti!;;;i;~:;~:-,:;~~';;;,- ··) 23 12 AM 215~:5 21730 21925 22120 24 .1 PM 22314 · 2250':il 22704 22:::·~9 t ·-· ..:.. ·-..:.. ~ ·~ ...... _, -..:.. ..:..·-'"'-·-· ·· 7 PM O O O 0 .:· ···J) :_::._:_.:_/;"~ ·;_/)=._·: . -: ..... · ... ·.· .. ·· -··: :-·· .. • .. :,.;:·\_:.:_:·:_:_:::·.:.::_, ... •:-:''.. · .. ··· .. ··· ·) l 6 PM . . 24652 · 24847 · · 25042 25237 0f,:t. :;;::,' 8.-~ ' ; -~_::---~ -'. _ _ --· • ·-_ 0 ,: +• > 0 '. \ :-• __ · _ , o • _;-··_·,. ;:;.: ;,, ,:· c:.,,: .-~ ;~~;,:~; ~: • ;.::,4; _}~5 36 140; : ' '/),;1' -.:.:-:;·,_ .. . ·. ·:_ ~-.. : ·· .. _-.:; ... .. •. ·: ·-:-· .. : ... ,, . :-::--,:.>.-,:;y\-;·t :>/). -~: ' ··: . ,:.·. ' ., .. : . I~.,: t::.::'-----,----------,...----=----------,.-----------------,--,--k;; -·-··-·-----·-· ..... _______ ,_ ------ 1 ' .-\•47, /..I 481 49_-------,--------..--...,...,, ___ -, ------.-.,.-) .. -0-.,-:--·:--,,..-_--•• -.----.. --:_-,,;.-,,.---------_ ..... _:,-, ....... _.,., -. ----------,-,...-- \e,..:,' ./j . •51 1---·--·-· J 52\ 53 54 ,, : .. ·.·:··· . . . ·. ·,·., )·:=· .... ;,=_;·.· 'i : ,: ·.=·:\'.,::·.: .... ,~-.. , . .:, · .. 25, 2:37 ts .JI}{{i'·';kM~·R >: VENT r·ONTROLf: oursic;E·': :A i:R :) _:~-~~->_:: w I ~TE~·=···:+_ VENT .. 't:o~TR6C:i:, ·c,iJf;;i'i{~{t,i;ii::f:::.:: '.) :::;,r::f~::r-~~T~R~~VENT~:-~R--LoA:, . . . ·:.·~::.>·_':(·L,.·.::: >~-,~~(:;:;~~~T;;J/HR-7;·_ .. , . ·· i~;~M :· · .. ,,:<:'.::.:':;;/\._\:':'.·_:::~;{,,:;·;;:;_\,;.'.( -..... 17 WINTER E.XH AIR LOAD = 0 BTU/HR < 0 CFM) 1 18 · WINTER INFIL AIR LOAD· = 0 BTU/HR ( 0 CFM) rnf,·::,'.,:,:-"'. 'CITAr:-ZONE-HE'AT'lNC,tetAI'.I · = · ·· .. ,·.,"1-,.8~Ti:.11HR · ··· · ., ... _ ... , .. _.. ::·'. · ,:·:-.'r":'.-:,:-,.·:': :.-::-· · ... ,.,.·. ·/ · -~):~r.f~::,:::\i:iTAL SYSTEM HEA;I-NG LOAt;· =.--:--~--~;_-~~~~; BTU/HR ,,_ · ... : .. .. ;.-.. _-... ,: , -·. ,· . )~i ****_~-~-~L ··,~:OOLING LO;~,s-~EL~1W WERE COMF'U;E·D·~-~-;HE AI~-~;~S-TEM PEAK TIME l::l.·.:: ·,· ·., su~MER.:..VE.NT.:-SEN:3tBt:E,:;A·1 N -. · 2, 014-aTuti-u~--< 145-ePM-. -~----- **** ·· l26L·'· ,,:EXHAUST AIR SENSIB~E GAIN·= 0 BTU/HR < . ·o 'c:FM>'. )j2/:'_:,·:·:· SUMMER INF'L SENSIBLE. GAIN = . , 0 BTU/HR ( C> CFM.) . t;i'.-·' -·TOTAL iONE !3EN!:HBLE GAIN-=--·-·-25?~37 "BTU/HR · ----·· ------ )i2ej TOTAL PLN~ SE~SIBLE GAIN = 0 BTU/HR · lso·/ ZONE LOAD ,:,EN SUBTOTAL ~tRAW--THRl.:.I FAN--SEN ·GAIN :rBi'tlfHR .. = 27, ::::11 BTU/HR /3./: .'''BLOW-THRU FAN SEN GAIN = 0 BTU/HR -·!3:f .. ·, M1_::L !::IJP.!::rr:rE c:c1IL t3AIN. = Q BTI_I/HR ~~-MCL RET.SIDE COIL GAIN = 0-BTU/HR I (") . ~1 SUPPLY DUCT HEAT GAIN = BTU/HR · ·'Isa; · RETURN DUCT HEAT l~AIN = 0 BTU/HR J37:~A-I R · HANDL I NG-SUBT-OTAl:--------,-------,..------=-~----.· rEl,"-i.:;1-fHft-"- ' . . });:::-. -·~2_o_TAL SYSTEM SENSIBLE GAI = ---. -;;~;~~ BTU/HR ---------·-·· ···-_...;...-. - / J.4;, SUMME~ VENT LATENT GAIN = 1,639 BTU/HR ( 145 CFM) GAIN = O BTU/HR ( 0 CFM) ~2 EXHAUoT AIR LATENT ~-SUMMER INFL·LATENT GAIN·---··=-~· --~---·1--BTU/HR· · (--····--o-·CPM )-------- j • ... / 47) !,rn: ' ... ' ,_ ,• :s,; ) TOTAL ZONE LATENT GAIN = 2,763 BTU/HR TOTAL SYSTEM LATENT GAIN== TOTAL SYSTEM COOLING LOAD;= 4,402 BTU/HR :;:1, 71:::: BTU/HR .......... ___ ------·----·------------------------------ INTERNAL LOADS SUMMARY: 4362 WATTS OF LIGHTING, 0 WATTS OF EQUIP, AND 14.0'PEOPLE --·. ___ .... _,.._ ---------------·---------·-----·-----·-------..... --- . . ',._• I)" I ):? ***** LOADS.PROGRAM EL I TE sa:1FTWARE DEVELOPMENT I NC ***** 11 ------------------------.--------------------------------------------------18 . · 36 , )14_,.' ·: ..... · '·· L~s·· · . · ' --~-----~-----~ <:6 i 48 :· .:·: .. ··· =: ···:.:·--.:. : .·:· . --· ·-· ·------------~-~- /4:1 -,---,--....-----~---,.--------~-=-.,.....-,-.-,----,.-,--,,..,..-'------..,....,..,-...~-----~-..,........-.,--...-,-,......,. 49!:-:: , ··::-:·.·:-·:--:··· .· :··· ... : .. -~ : .... ·.;·;·:-.. · ......... : .. · . ·.-..... ::·'" _........ ::: \ ·,"1~"-•'. .. . ·.··,.-.: .. :·: ·:_, · .. :") ... · . _': . .J ':; • •' ;,_: • •• :; • ' • :. • • •• ·.:~." .• 5 i : . ' • .•• ·.:.. . ,•. ·._:· .·:·· ;. ·_: __ .. __ :_-_.::,·J.·,_,.·' ....... . .. : : .. 'I ! .<•. ' ,:': .. :.: :..,:,~· ~ :r:-':·:._•. :~·.:'. ii.:.21 53 . ....,; 54 . tr;~t io .,- ,;:3 :: . · WINTER VENT AIR LOAD = 4,91Et -BTU/HR < 138 CFM> ') ::ltrN;~~~~~~~!i~~~~A~ ::~:~~;:;{;~,~~t~'f {~~~'.:i{~~~~ ::i~;,,";:,~::r~;;l~IJ~::::,1:,:s~,;:t~~~,1f:~;: 16 ---:)17 TOTAL SYSTEM HEATING LOAD= 26,840 BTU/HR 18 . 19 :·:,·-,: .. ,.::, ......... ,.*~tt.;-C-:001::i·N_t:rt:("tAf:tS .. BE.LQW.:·:·Wt:'.~.f£-,· COMF:!;Jlf!:P AT-.,.TH~·,:.:l~~-~--' ,~'.t_~:]']_E_M,.·,f'.E(-llK··,',,T·~tJE.:.,.~.~~--~:.',.···: .. · 22",,,·., .. , .. , ::XHAltST_:.·AIR-·SENSIBL:E-GA·I·N~~. . ',• ·: .,:. '0-B'T'I.JiHR~ .,., .... ·.·.······,'.····o-=eFM.. .. . . . .. .. -023 !~IJMMER INFL SENSIBLE GAIN = 0 BTU/HR ( O CFM> ~24 . T9T,AL ZONE SENSIBLE GAIN== 63,870 BTU/HR )::1r-'::,'.:.:/:-~*~:~t2~~~~~E~:~~~~~~-::·~::?.;..:t<:·.·\:.>~·Y,:<_·,:;·:.:·-~::::_.~:\~TL~, ... R_-c>=<=·:._:;.,..,-::·;~--->..,.,)..,../:..,..../~-:'t·-:::=;....,·:_.:-,-\=.,:::...,..:\ .... :{..,..;/,-'f~=.r-_;:,...,....,-;~--;~-5..,...:.-B-T...,.{,-_i-~.....,-_R ..... _:._·-.,: · 27(} · .. _.._'.DF<AW.:-.THRU FAN. !:;:EN GAIN . . .=; ·:_· .. : ·. ..·.-,._: _;·· ··.:: .. ,,, . .(>:]}TU/HR.·::. :_ ·.: ·. ';' .. :·:/,:,;_: .. :·: .. :/,-:_·_,.,·.:.'··. ·. .. · · . . . .. . .. _..._.-:: 28,........_..,Bl:CIW'-"'THRU-FAN-SEN-·GAlN---.....,.,=-o·-B'T'-t.:1/HR . . ...... . 91i MCL SUP.SID~·coIL GAIN = 0 BTU/HR J~ MCL RET.SIDE COIL GAIN -0 BTU/HR 31 E\\ .. ··:·31jPPt:Y:""DUCT-HE"A7--t3A·lN ..,. .. ··· CrBfl:.ttHR-...,......-.,,,.,,-_...,,_ ,..,..,._._.,,,.,._._..,.._,_-.. ,..,., ._...,._ . ...,.._. -::-_ .. -,-,---,----.-.. -.. -__ _,_ - .)::;,::\.::.:\-,,:-~i~U~~N~:~~:~G~~~~Tg~!~ = .... , .·-.·: :·,· 0 .BTU/HR . i-...··.: ·:~·--:;·::::'·:/-:::t::{;)(i'ii,:::.:.;'."<: r--::'•' ; . ~---------~ ---~----·--.,;.;-~---------.....------1341 ' 1:1 ...... ::::~:::::M t:::B~:t:AI = ·. ( .. ••· .•• 6,:::::::~~= , .. • ( .··. :}t9.,~F~\-.-. ~---.-.. -... -.... -. -JE;·,'.: .. >i-~XHAUi::T ·AIR ~_ATENT .. •~AIN .' ··= -.. (l BTU/HR ,. ( .,;,· .... ·,,. '· ··.·,·:O CFM) .. ·,_:_.>>:.:.-:-. r39(( ,·· SUMMER INFL LATENT GAIN -:=·· .. ', . _.· \i ... q· ·BTLI/HR. ,, ( ···· ,·":')·' .. /\-:'o, ·:1::FM) ... , . t;'~TOTAL ZONE· LATENT· CiAIN-··-·-·---~~-2,622--BTU/HR .... ~---------------------· .0 BTU/HR-.:.'. 11)l41i -l42j TOTAL SYSTEM LATENT GAIN = 1431 ·: • 4, 02:3 BTU/HR · , · · rc1TAL :::v::;TEM c:cnJLIN13 · Lc1At1 = .1-i,: . ·:· 70, C>2:;: BTU/HR ~c., ::;-·INTERNAL LOADS SUMMARY: , · 4140 WATTS OF LIGHTING,. 0 WATTS DF EQUIP, 'AND PEOPLE .... _,, 'j J • ,' ~ "f. ' ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC***** 12 ----------------------. ----------------------------.----------------------- 35 _, 36 .·:· .. __ :,-;".:.-.'.•' :·: .· ·, . '• '·: _ _'.·· .... ··· ... ···.·-:':· ...... '. • .. •.•.• :. . ·:·.-·::. ·:-··=-··:_ .. ·:·· -•. :~::. :::; '• ·=·····.,·, ····-.. : .. ··:: ._:_:·t-.--:··:::.:_-:,.; .. -: ... :;:;:_., :··/.:::·_.':. :.:::;:··:· .. .. : :/ . ••·.•. ·· .. ,,··: .. · ·:··'. . :··.: ·. ·: :··.·· .. · :_·. :.:·:~-:_::_ -.··~: ·.: .. \ '.. :,'.: .. :· . .-.: ·:·· ~-:·.-~·.·::'.': .. ·-.. ~,·:--· ..... :'/·· .. ·.':·,:·.· :· ., ... ,. .•... ..::·. _.; ,•; ·. . . . .. :) ,:::·· .. :·.:;·:·=·:·::-.::·:·,:::·. :.· . .--:_:._: . • . • . • •' • ' .. ·:: =·· --./··: •• ~::·:·::':_~~ \ :·. ·_ : • • • •. • . ~:. •' ·. 43•'. I ' l44 : .• t~.:., ------------- 1i • I ,· /50 -· t 51 •. := •• . ::,·· .:: . ·• ,. . . . =~ •. ~-: .... -~ ... ·• · .,•·)>[}{0~1~~[',{; •. · .. ~-. ' . . ..... ' ,. p--.i ~ j ,! ***** INC***** !~)17 TOTAL SYSTEM HEATING LOAD= · 7, 259 BTU/HR . 18 19 ,;,; · ....... , ........ , ... -. . ±-. Cetetl::TN6 ... Lt:tAD$"'1"1Et:.:QW ·.·: .. W.e:R~ .. : GOMP.l.lTE:~ .. Al'.: .. TH.ts·: .-fH R<· . ~~'~Tt;:tt··::F'.E.P.\t{.-··. TI ME.. ,::*."il-*:·, :..:_,.,, 22··, ....... ·xi-lAl.:.IST-·A-rR-·SENS'lBL:E;-GA·I-N. ::_ . : ... • ... : : ·o-BTl.:I/HR-----<-~~~··!'., trt~-. . .. :,, ·~23 SUMMER. !NFL SENSIBLE GAIN = 0 BTU/HR ( Cl CFM) ~u TOTAL. ZONE SENSIBLE GAIN= 13,732 BTU/HR -.... ::t['.::r~:~}i~~t:~ci~~~~~G~~~~ A~A ~ .... ~ .. ,·_.:. , ,._ ·· ... : ·::/.:·D·:·X>: 9 .-;. ~TtifH-1-i'R...,......,..,........ . ..,..,, .· .. -:,:.·....,. .. .,..,.· :.:.""".:·;.;::::·.""'=,: ... ·,.:.: .. """':.;;:;·,_·:,-,,""'I .. :'""'':.·.I., .. ,.=1:.:: .. ',.:,::,:·..,..·;, .. ::·,:.·_·:.-,.,:·:·:,.:·::., ...... ,:·1.· .. ,·.:.:=·.4.·; .. :.: .... -.:;.",:.·.:: .. :-='".7".~.::,;:...,.:i, .. ··.··,,_7.':,:···.·',...,:.::':,:·:.·.-.B ... : .. -r.:--.,-,._··.·:·:··:.::1·,-~:1::.·i.""':·H.·: .. ·:""',.:.R.···:·:'·::·_.-.. :,"""· .. : .. :::;.:,·.I.:_:"""";.,:::::::·:,·: _.J 271;;;:it:J•RA·W,.,..THRU fAN' SEt,t GAIN .· :.·· = · · ._:; .. · .:.f·:./1:-_:\.: . .o · BTU/HR .. , . . .-.. · . . . !28 1 ••• ·Bt::CtW·--THRU-FAN---SEN,...GA·IN ·. '· ·O-B"fUIHR--~-~~-~~~~~---- ·/29! MCL SUP. :::IDE COIL GAIN = 0 BTU/HR . ..J ao] MCL RET. SIDE COIL GAIN = 0 BTU/HR aq:::· ~··:.SttPPt:Y-.-Dl;;.lt::T:-HEA'rt3A-It;,i ... ,. __.:., ... ·· · 0 .BTl+t-Hi;;a-__,... -. ...,_ .--,--__,...__,....,.....,. ___ .,,.-_,.,.-.-_. .. -.. -.,-: .-.,,- -..Y;;2!:-:·.;.,.\.RETURN DUCT _H;,AT ':;AIN .-····· .... . .. ":9 .. BTU/HR ··· ·.,.·.·.· ·· ... ·,_-::;.:: · 3:,J.:.•·)·:AIR HANDLING -:.UBTUTAL ... , .. .-... , .. ·.::_·r.:·. c,.':'.:BTIJ(M~.: .. :/.-. )~t·/:::~~::::::::~::AI ··: · :.·• ~";~~:::-::::-· ... -.. ~,<-,: .. ;--,-.:-.... .-~: .. ,.-.. :.~ .. "--,3-,.s-· ... -_E;:_F_~-.>~i;::-.':,:.-,: .. ,-.. _.-:.-;.--:·.;-·:,'·-.·,:·'~.-. -.. -.... -.. -. · · ]>1::f:.:: .. '/:~XHAU:~T AIR LATENT ~AIN· -·· .. :.·.-:: .. · C> .BTIJ/HR ·: (· .. /·:':\)·:(::.·.:Ci.;:)::FM), .. · ,.-.. ::·:.:\· .. J:"',:\ .::'.:'::"': l39r: .,.\··.::•LIMMER INFL LATENT· t,AIN = -...:.: ·,:··. · . (l BTU/HR .( .. . ., :; . ·'0 .C:FM) -:'::':····.··_' ;,,_.,L:.:..,..i:::_TOTAL ·ZONE l::ATENT GAIN. -·11:::···BTU/HR . I I }'.4i: ;42j Tt1TAL SYSTEM LATEI\IT GAIN = · I'.....,.,..--~--14~ '4.(. 1,105 BTU/HR TOTAL SYSTEM COOLING LOAD= ·15,422 BTU/HR -:-; ·--· INTERNAL LOADS i:::UMMARY: ·•4 -, 11:34 WATTS OF LIGHTING, /.,'' ,, ~1--: 'fOTAL SYSTEM-SUPPl::'Y-Ai.R .. · .•: .·:. ·::,-,·-,.· ··::·,,:. ·.:.,:. ~.~4-',•-:·t::F-MM-.--,-. ---,-. ~BASEtJ:-·ON-2()-;-f.)--cfl"f-' .-),50; TOTAL CONDITIONED A IR SPACE ·. ·.-_,.:. ·····:-.~··ti·, . ·: : : 378 .. SQ. FT. '···15 J: SUPPLY AIR CFM/SGt.FT'. . ··,<. ·.·.: ·_c'·,:·:\· ... ,·::.-:~ .. :,·, .. ·/.-t•P.!;i13 ··. ·. ·.-... : ~·--roNNAGE -·'PER--· ss;,·;FT .... ~. ... ... . . .. ..::. . ··. (l-;"()03------"----'-------------------- 0 WATTS OF EQUIP, AND :;: • 0 PEOPLE _) ~ • TOTAL TONNAGE REQUIRED FOR AIR SYSTEM 6 WITH OUTSIDE AIR= '-.. :,. 1•;.:': ..,.,..,,.,.,,,,,,,..,..,,,_.,,..,-..,.,,...,,.,...,...-,-,..,.,.....,.,....,....,....,...,.......,.__,,.,,..,.,....,....,..,.... ....... ~:~::;~~;;~:~ ::;'.;;;:;·:,· _':o/:1;:~]/;\~:·; 54 1. 2·;, TONS ) ) • ' ' ., . d ; ' • I '!' :'f~~i~. !.°: /j)\~·.: .c,q.·,·· . ·(D n ... OllTS lDE < CFM) · 'Y. . SUP A IR SENSIBLE LATENT BT.LI . 12 • • I ') ;: .• ,;c.;~.~~~p,~; •• ~,:;.~zrr~~:J;;'.;~0R~;1;;;j;,1it~~~~~~.;.t!t~s1~tt8i ;;r,~tir~:~~;2~,1~~~ii~~: 16 •)17. TOiAL SUMMER AIR=· 321 6.867¼ 4,943 3,27() 18 . . . ·J:. m,~;;~s~~~~:~~~·.22_=1~½ ~:r~;~;'.f :t:.::J:~~.~: g!g~-·;::;;<~\:?;:f :'.~~1~~,~~iti~·~.1;,:st~,~'::xr; ,:~~r~: 22 ·)23 TciTAL··_ W.INTER AIR= 321. 6.867% 11,440 ·24 . 25j{<./_-'::-.,:' .. :): ... '.·· ... ,.-· ;·. :.'.". ~~-I-Nfr::l::6A-E1~S~-NP.Ij;:; TO . ZON~S :'"" ·.. .. ·... -~,_:~·~,~t:_::. ~.: .. ~.· :, .... :,\. './.·.:·/ .... :i.:.: .. :,· 't<. : .. · . ."',:::,·.·::.·,.··, .. :·,.'..·.:·::::.··::.·.::.:':.· -, . .-.· ,.·.·.· .. · .. _ .. ,-· :::-_:·,. , :)::I:1i(;\;f~i~~.·/ .. a:u'.:i{~,:.I~~ :HEA~IN(f:·L.?AD .. ::: :"· · ..... : :. ,.· . .' .. · ... = .. '.·, . .'·.,.:· _ _. _ ... )(4'4/.i.4·3./:\:::: ....... · 28 so * *·HOUR . MAY ZONE.SEN ,JULY ZONE.SEN NC)VEMBER ZONE.SEN NOT USED ZONE.SEN NOT US:ED * ZONE. SEN ·Ii- J :rw ;'.~~{~~~~:· •. . r;::~~~f ;:,>;, ::t~~~:;?\}J~;~·~i~i~ ; '. ; ;i~m~ : ::;v:t,;;,,;:;;'}~~:~,J ··. ·'. ~.· .. ·4C, ........ ,. , .. ~f(>-AM . . . 48783 .... 50842 ·.· .. .. t,1-<X>9 . 6940,_, . . . . ,ui41I 11 AM 52:32:3 54700 63142 69457 90101 -~,21 12 AM 5827 /:.. 5979':.'1 71:.,77-:3 4.:., .: . . . 1-PM 62=/--27 6-4·21_7 0:31-1.4----. .o;;;"?l::::J7_4-89'-----~------------- . ,) ·: 2 PM 61:.,097 675'?"4 86805 101280 11 ·~ 3 PM 6 7872 69:397 87110 100498 ~~ ' :--:--···-.. ·-4 PM ------6;::622· -----·-70185··---.: ... ·-·81:.,101------•;:1!:i181----·-·------;):;1 5 ·pM t,:::448 70191 84167 '::14942 -~1~~~6 PM 68657 70983 81373 90841 49: .. ·· ...... _./7-PM .. :,,-: .. -.:-,'.-_.----...,..=. -.. ,.,.,..,\-,_.-f .. '½-__ """.-.,...,. .. .,.,. ... --'----A-.,....,..-,---.-.--.,1-_.-. .-;-··.-···-,-_.-.~----~ ,) :~f::·:.: ·{i;:~~,-~~---~--~~---~-~~~~~.-~~:~.:t;Fz;:fE~ .. :}r~·~~~.~-~~~~.~~;~.~~~~·2~:~~~--·---~------ 54 . . . . ~ :.:· :,::·:' J ,: ' .. r.::" !!· -~ ~ r.-..;i , l ,;I ,, 10 .,,--: .. , . () ·;'·; ~-'.·;', WALL ' ,2 GLASS 40. :;::~6 'Y. 46,685 . -,~ ~tl·'~i~ii~~k:<j:'f ,hi;Ji:faii~~l~if itij .. f :1[:if f ~Jti~~§:!li~{;;,~itl~imii if \:;::;;~;£1,tf ~~ii: -) ,7 LIGHTING 9,636 WATT::: ,a EG"J.UIPMENT O WATTS _ ) ~~~~~~';.'.'.f(';:;;;f_'.~!~i!'.:J'.;:'.::11:1,~,iq~!~~~-:;::,,~~!~:;:;~;~~;;~;~ )2S PRE~TF<E;ATED -AIR -... -0 C:FM (l. OOO'Y. 0 0 24 DRAW-THRU FAN LOADS -O. 000% 0 25 •<-.<,.: __ t:OW~Ti>!Rtt-PAN ~Ot!ID$_. _:----,,,:,-::-:· .. _ --,_,--, -:. _ -.---_,_,--:,,'-:-... :.:,.-: __ 1-_ _o.-OOOX. ..-_ --·-, .. 0 --.--..--.--.. , ____ .-·· .. ---· -. -.. -.. ,. -.,-. 0.000% O --f30-I!,-, -_,,,-R~~E:1H~iEJ~A~~T-_-g:~:gi-·Eg~g~ .. , ,---,_ -----,-__ , -__ -,------, 'g~~:~::~:;. (~: 31 ; -::-•--'-.,--RE:SER\;IE---CAPAC·I-TV -----_ .---: __ ,_. -----'·-: __ :,-:;..-::-0. Of.U)'Y. _______ -.-:---: ,_.__ -f. --__ : _ -: --:_._ --,j~Y;±,i iJT~~ Bli I LD i NG SENS! BLE, ~ LA ~ENr' Lci~~{,;:;;;t;;;;;;; .. >, I 66, 223 .. · . 9' 373i ,341 -)351 ~ ~ TOTAL PROJECT SUMMARY ·'Y. OF BLD LOAD SENSIBLE BTU LATENT BTU .b ::!>\;:/_:::r~T AL --_-BiJ"I LD I NG --ouT!::"!-~E -_ A 1 R -VENT --LoA~s -·---: -_--·_ :---7 _. 1 ~:,~:---:_. _ -; \f:-<-\'.:-/;..'. /---:{~---9-~:;t --39r>\:_--:-,:o_TAL _BUILDING PRE-COOLED -AIR LOADS_ --___ -:,.', -o. 00(.)1/. -,_'\:-: ___ ;_-~---_ _._;,-'::.--:":.,,;:,--_ :_(l 40'. ___ ----'f1j'fAL::--BU'I LD ING --OUTS I DE -A-I R-lNF'L ··t.:iJADS-_ --_----·O-;-OOO'Y. -. --:---------)- \ / ,:411 _ T':tTAL BUILDIN1;~ ZONE LOA~IS ,::-. _ 92. 895'½. 101, 2:::0 f:..,103 ._ !;_-TUTAL BUILDINt_, PLENUM LUAD._, _ O. OOO'Y. 0 \ !43:~~Tt:ITAt:---Bl..:J ItEtlN6-A-I-R-HANftt:-rN13-i_-6Af --~..:_~~~~~ ---------~~----_-_-_-_-_-_-_-_..,.._-_-- • IL,,_!; ••• -. . • • . ~ :,,5'---TOTAL BUILDING SENSIBLE AND LATENT LOAt1S 100. OOO'Y. --106, 22:;: -,..--······ /h; TOTAL BUlLDING COOLING LOAD /-47; ·--.... ~--.--~-______ ._ ___ ,._" -~--------------- 115; 5':Jt, BTU/HR 481 I : :;>~Oi'At:--·ci:1ND I·T-J·ONED-:A-r-R--SPAt::E' : --...,. ---: ----_-:, ·-----: -.-:: ,,--: :~~2-:""--S'@.-;i,a'-=F--,-,,------,-------,--~-- ) :~1:'<:yTCiTAL ~-~I~-~,I~G ~::PPLY_-::AIR -_-c:~_k,:_-~--;::,;: ,::-::,f:l-:r:::]l:(~.'.i1{i./i_ :i--cf~Mi_:,::;-__ .. -- 52 _) :: SUPPLY A IR CFM / SG!. f='T. OF CONJ) IT I ONE_[I -·_ SPACE _;:: CFM/SG!. FT · .. ) ;;)~,,~~!~~~N~!~~f~~%{41J.\-~. ~~~~+-,.,,-~':'t-,-IH -----· -'-• ··-TONNAGE · REt]IJ IREr:i-w·I-T-H,Jt.Jr-s--~A"I 9-:--c-;:3-T{IN!~:,--~---., -:··· ) / I r ! I J •'-,· GEOTECHNICAL EXPLORATION, INC. SOIL & FOUNDATION ENGINEERING GROUNDWATER • GEOPHYSICS • ENGINEERING GEOLOGY 29 October 1983 Mr. Jeff Harris LUSARDI CONSTRUCTION COMPANY 1570 Linda Vista Drive San Marcos, CA 92069 Subject: Dear Sirs: Report of Soll ln~stigation Proposed Commercial Site Palomar Airpor.t Industrial Park Lot 2, Carlsbad Tract 80-34 Camino Vida Roble and Las Palmas Dr. Carlsbad, CA Job No. 83-2872 In accordance with your request, Geotechnical Exploration, Inc. has performed an investigation of the surface and subsurface soil conditions at the location of the subject proposed commercial site. The field work was performed between October 14 anc;:f ,October 21, 1983 by our Field Engineer. It is our understanding that the site is being developed to receive a commercial building. The structure is to be a maximum of one story in height and will be constructed of concrete tilt-up panels utilizing conventional, continuous foundations or spread footings with concrete slab on-grade. Our investigation revealed the site to be overlain with up to approximately 22 feet of moderately to well compacted fill soils. The fills are underlain with dense, formational sands. In our opinion, if the conclusions and recommendations presented in this report are implemented during site preparation, the site will be suited for the proposed develop- ment. T,he work performed and recommendations presented in this report are the result of an investigation and analysis whi.qh meets the contemporary standard of care in our profession. No other warranty· is expressed or implied. This opportunity to be of service is sincerely appreciated. Should you have any ques- tions concerning the following report, please do not hesitate to contact us. Refer- ence to our Job No. 83-2872 will expedite response to your inquiries • . Respectfully submitted, -GEOTECHNICAL EXPLORATION, INC. RJS/ad(47) ~ 8145 RONSON ROAD. SUITE H • SAN DIEGO. CALIFORNIA 9tt08lj9: f . ·_,.." ,-...... ~ I. 11. 111. IV. v. VI. VII. · TABLE OF CONTENTS SCOPE OF WORK SITE DESCRIPTION FIELD INVESTIGATION DESCRIPTION OF SOILS GROUND WATER LABORATORY TESTS & SOIL INFORMATION CONCLUSIONS AND RECOMMENDATIONS A. B. c. D. E. Preparation of Soils for Site Development Design Parameters for Foundations and Retaining Walls Slope Design Site Drainage Considerations General Recommendations VIII. GRADING NOTES IX. LIMITATIONS FIGURES Site Plan Test Trench Logs Fill Stability Tests Depths of Footings/Setback from Slope APPENDICES A. B. Unified Soil Classification System Grading Notes PAGE 1 2 3 3 4 4 6 6 8 11 11 12 12 13 FIGURE# Ila -Ilg 111 IV. ! ; REPORT OF SOIL INVESTIGATION Proposed Commercial Site Palomar Airport Industrial Park Lot 2, Carlsbad Tract 80-34 Camino Vida Roble and Las Pal mas Dr. Carlsbad, CA JOB NO. 83-2872 The following report presents the findings and recommendations of CEOTECHNICAL EXPLORATla-l, INC. for the subject project. I. SCOPE OF WORK It is our understanding, based on communications with representatives of Lusardi Construction Company, that the site is intended for the construction of a commercial structure to be a maximum of one story in height. The building will be of concrete tilt-up construction and will be constructed near the existing grade. A clarification pit, approximately 10 feet in depth will be placed near the northeast corner of the structure. A previous cut and fill grading operation was performed on the subject lot during the development of the Palomar Industrial Park subdivision. With the above in mind, the Scope of Work is briefly outlined as follows: 11• Identify and classify the surface and subsurface soils to depths, in conformance with the Unified Soil Classification System (refer to Appendix A). 2. Verify the allowable bearing pressures for the natural ground and the soils to be used in compacted fill, based on their shear-strength and corrii: ression characteristics and our experience with the soils. 3-. Recommend treatment for any expansive soils and/or uncompacted fill soils that, if left in place and unmodified could result in future damages to the proposed structure. ., . ·-Proposed Commercial Site Lot 2, Carlsbad Tract 80-34 Job No. 83-2872 Page 2 '4. Predict the settlement of the natural-ground-soils, as well as recompacted fill soils (recompacted to at least 90 percent of Maximum Dry Density), under the proposed structural loads. 5. Recommend active and passive earth pressures to be utilized in design' of any proposed retaining walls and foundation structures. 6. Determine the extent and condition of the existing fill soils that had been placed on the site prior to our investigation. 7. Review of existing engineering reports pertinent to the subject site. The scope of our work was to determine site specific conclusions and recommend- ations (pertaining to foundations and floor slabs only) for Lot 2 of the Palomar Airport Business Park. The preliminary geotechnical investigation for the business park was performed by Lowney-Kaldveer Associates. The results of their investigation are summarized in a report titled: "Geotechnical Investigation," C.C. & F. Palomar Airport Business Park -Phase I, Carlsbad; California, and identified as their number S114-1S602, dated February 26, 1974. Observations during the actual grading operation of the business park and the testing of compacted fill soils was performed by Robert Prater Associates. 11. SITE DESCRIPTION The site is legally described as: Lot 2 of Carlsbad Tract 80-34, City of Carlsbad, County of San Diego, State of California, Assessors Parcel No. 213--060-02. The site, consisting of approximately 1.75 acres, is located on Las Palmas Drive approximately 450 feet east of Camino Vida Roble in the City of Carlsbad, California. The property is bordered on the north by an undeveloped, graded building pad; on the south by Las Palmas Drive; and on the east and west by existing commercial development. I i t j I l Proposed Commercial Site Lot 2, Carlsbad Tract 80-34 Job No. 83-2872 Page 3 There were no existing structures on the site at the time of our investigation. The only improvement on the lot is a concrete drainage collector located at the extreme northwest corner of the property. Vegetation on the site consists of landscape I shrubbery on the slopes and scattered grasses and weeds on the building pad surface. /4! relatively level cut and fill graded building pad has been placed on the site· (see F_igure No. I). Based on a review of a grading plan prepared by Henry Worley Associates (dated November 4, 1980) and our field investigation, it appears the site, prior to grading, sloped moderately to steeply to the northwest. Presently, building pad drainage waters exit at the extreme northwest corner of the property via an earthen drainage swales into a concrete collector. Present elevations on the site range from 216 feet above mean sea level (MSl) to 224 feet MSL. 111. FIELD INVESTIGATIOl',I Five test trenches and two test borings were placed on the site to determine the random condition of the existing fill soils. The excavations were located in the field by referring to an undated Site Plan prepared by Lusardi Construction. The excavations were visually inspected by our Field Engineer, and samples were taken of the predominant soils throughout the field operation. Test trenches and test boring logs have been prepared on the basis of our inspection and the results have been summarized on Figure No. 11. The predominant soils have been classified in conformance with the Unified Soil Classification System (refer to Appendix A). IV. DESCRIPTION OF SOILS The site is overlain with a wedge of fill soils which obtain a maximum thickness of approximately 22 feet at the northwest corner of the property. The fill soils observed in our test trench excavations app~ared to be well-compacted. In-place field density tests and standard penetration tests were taken in the test excavations at random depths and locations. The results of the above tests further indicate that the fills were apparently properly compacted. Further, the natural-ground fill soil contacts •--1,.• ... 1 ,_ ~ . .. • .,, ~ ,, Proposed Commercial Site Lot 2, Carlsbad Tract 80-34 Job No. 83-2872 , Page 4 observed in our test trench excavations indicate the natural-ground surface was properly prepared to receive the fill. The fill soils overlie most of the site and daylight near the southeast corner of the property (see Figure No. I for fill and daylight locations). The fill soil profile consists of approximately three to six feet of tan and light-brown, non-expansive, fine to medium sands overlying dark-brown, sandy clay--and clayey sands and silty sands. The clayey materials are moderately to highly expansive. The fills are underlain with dense, formational materials consisting of tan to brown, fine to medium sands. V. GROUND WATER No ground water problems were encountered during the course of our field investi- gation and we do not expect significant problems to develop in the future--if the property is developed as presently designed. It should be kept in mind, however, that any required grading operations may change surface drainage patterns and/or reduce permeabilities due to the densification of compacted soils. Such changes of surface and subsurface hydrologic conditions, plus irrigation of landscaping or significant increases in rainfall, may result in the appearance of minor amounts of surface or near-surface water at locations where none existed previously. The damage from such water is expected to be minor and cosmetic in nature, if good positive drainage is im- pf~mented at the completion of construction. Corrective action should be taken on a site-specific basis if, and when, it becomes necessary. VI. LABORATORY TESTS AND SOIL INFORMATION Laboratory tests were performed on the disturbed and undisturbed soil samples in order to_ determine their physical and mechanical properties and their ability to sup- port the proposed structure. The following tests were conducted on the sampled soils: l ., ~. . ,.., ~ -"I li Proposed Commercial Site Lot 2, Carlsbad Tract 80-34 1. Moisture Content (A.S. T .M. D 2216-71) 2. Density Determinations 3. Mechanical Analysis (A.S. T .M. D 422) 4. Expansion Tests (County) Job No. 83-2872 Page 5 The relationship between the moisture and density of undisturbed soil samples gives qualitative information regarding the soil strength characteristics and soil conditions to be anticipated during the future grading operation. The mechanical analysis was used to aid in the classification of the soils according to the Unified Soil Classification System. The expansion potential of clayey soils was determined utilizing the County of San Diego Test Method for Expansive Soils. Expansive soils are classified as follows: 0 to 3 percent 3 to 6 percent 6 to 12 percent Above 12 percent Low or Considered "Non-expansive' Medium High Very High :According to the County of San Diego Test for Expansive Soils, recorded swells of less than three percent res ult in classification as non-expansive soils. Based on the above laboratory test data, a thorough visual inspection of the primary soil types .on the project, and our previous experience with laboratory testing of soils of the same type, our geotechnic:al engineer has assigned conservative values for friction angle and cohesion to those soils which will have significant lateral support or bearing functions on the project. These values are presented in Figure No. 111 and !have been utilized in determining safe bearing values as well as active and passive earth ·pressures for wall and footing designs. Based on the laboratory test dat~, visual inspection of the primary soil types, and our previous experience with field testing procedures developed by our firm, our geotechnical engineer has assigned conservative values for the coefficient of friction of ·soils which are expected to underlie floor slabs, footings, retaining wall foundations, 1· > , ", .. ~ I I fl :I I I I . I - J I I I I t t t I I Proposed Commercial Site Lot 2, Carlsbad Tract 80-34 Job No. 83-2872 Page 6 or any structure subject to possible failure by sliding. If more than one soil type is determined to underlie a-structure, the coefficient on only the lower value soil will be presented in this report. Field density tests were performed in accordance with A.S. T .M. D-1556. Maximum density determinations were performed in conformance with A.S. T .M. D-1557, Method A. The relative compaction results, as summarized on Figure No. II, are the ratio of the field densities to the laboratory maximum dry densities, expressed as percentages in the relative density column of the Test Trench Logs. Drive samples were obtained by recording the number of blows required from a dropped weight to drive a sample tube a given distance. The Standard Penetration Test is performed by using a 140-pound weight falling 30 inches to drive a two-inch O.D. by 1 3/8-inch I.D. sampler tube a distance of one foot. The following chart (as referenced from 'Basic Procedures for Soil Sampling and Core Drilling' -W .L. Acker 11, 1974), provides a correlation between the number of blow counts and the relative density of the soil: Density Soil_ Determination Blows/Foot Sand & Silt Loose 0 -10 Medium 11 -30 Dense 31 -50 Very Dense Over 50 Clay Very Soft Less than 2 Soft 3-5 Medium 6 -15 Stiff 16 -25 Hard Over 25 I I I· ~ t' ~ ~~ ~ "J J ~ ii ~ ~ ~ ~ iii .,J I I ~ i i j r i i i 1 j ~ ! . .. , .. "' Proposed Commercial Site Lot 2, Carlsbad Tract 80-34 Job No. 83-2872 Page 7 VII. CONCJ,.USIONS AND RECOMMENDATIONS The following conclusions and recommendations are based upon the practical field investigations conducted by our firm, and resulting laboratory tests, in conj1unction with our knowlege and experience with the soils in the Carlsbad area of the County of San Diego. A. #1. Preparation of Soils for Site Development The existing vegetation observed on the site must be removed prior to the preparation of building pads and/or areas to receive structural improvements. #2. The site is overlain with a wedge of compacted fill soils which range to a · maximum thickness of approximately 22 feet. At least the upper 3.0 feet of the fill soils profile appears to be non-expansive.. The site is underlain at depth with good-bearing formational sands. #3. Since the proposed structure area is capped with at least 3.0 feet of non-expansive materials, expansive soil foundation and floor slab design will not be required. However, in the event the grade of the site is lowered, our firm should be notified to determine if expansive soil designs will then be required. j#4. Existing surface soils shall be scarified (in place) to a depth of 12 inches, watered to opti_mum requirements, and shall then be compacted to at least 90 percent of Maximum Dry Density. #5. No uncontrolled fill soils shall remain on the site after completion of any future site work {except landscape soils). In the event that temporary ramps or pads are constructed of uncontrolled fill soils during a future grading ·operation, the location and extent of the loose fill soils shall be noted by the on-site representative of a qualified soil engineering firm. The loose fill soils shall be removed and/or recompacted prior to completion of any future grading. ., . •. Proposed Commercial Site Lot 2, Carlsbad Tract 80-34 Job No. 83-2872 Page 8 #6. Any backfill soils placed in utility trenches or behind retaining walls which support structure and other improvements (such as patios, sidewalks, driveways, pavements, et cetera), other than landscaping, shall be compacted to at least 90 percent of Maximum Dry Density. #7. City/County agencies often require that a qualified soils eng1neering firm verify the actual soil conditions revealed during site grading work and footing excavations to be as anticipated in the "Report of Soil Investigation• for a project. In addition, the compaction of fill soils placed during site grading work must be tested by a representative of a qualified soils engineering firm. In order to minimize any work delays at the subject site during site development, this firm should be contacted 24 hours prior to any need for inspection of footing excavations or field density testing of compacted fill soils. If possible; placement of formwork and steel reinforcement in footing excavations should not occur prior to inspection of the excavations; in the event that our inspection reveals the need for deepening or re-designing foundation structures, in any locations, any formwork or steel reinforcement in the effected footing excavation areas would have to be removed prior to correction of the observed problem (i.e., deepening the footing excavation, recompacting soil in the bottom of the excavation, et cetera). #8. All contemporary pavement section design methods assume compaction of the upper one-half foot of foundation-soil (natural ground or compacted fill) and all base materials to at least 95 percent of Maximum Dry Density. We therefore recommend that the upper one-half foot of foundation soils and all base materials beneath street, driveway, and parking area pavements to be . compacted to a minimum of 95 percent of Maximum Dry Density. This recommendation also applies to the upper soils in backfilled trenches or behind retaining walls \-yqjch support pavement sections. I I I I ~ ! I l 1 ii ~ ~ f; :1 .,; 11 ,, ; l'! I ~ I . I i I i ! f t t f 1 J ,-~· ' .Proposed Commercial Site ,Lot 2, Carlsbad Tract 80-34 Job No. 83-2872 Page 9 B. #9. Design Parameters for Foundation and Retaining Walls The maximum safe load-bearing value (at a depth of 12 inches into the I natural materials or compacted fill soils on this site) is at least 2000 pounds per square foot. This load-bearing value may be utilized in the design of continuous foundations and spread footings when founded a minimum of 12 inches into the firm natural ground or compacted fill, measured from the lowest adjc1.cent grade at the time of foundation construction. It is recom- mended that two-story structures be founded on 18-inch deep footings. This soil-bearing value may be increased one third for design loads that include wind or seismic analysis. If imported soils are required to bring the site to grade, the import soils shall be nonexpansive and shall be obtained from an approved off-site borrow area. #10. Based on our laboratory test results and our experience with the soil types on the subject site, the soils will experience settlement in the magnitude of less than 0.5 inch under a structural load of 2000 pounds per square foot. #11. The active earth pressure (to be utilized in the design of walls, et cetera), shall be based on t~e Equivalent Fluid Weight of 50 pounds per cubic foot for subsurface retaining walls utilized for the proposed clarification pit. In the event that these walls are to be designed for a restrained condition, a uniform pressure equal to 8H (eight times the wall height considered in pounds per square foot) shall be considered as acting everywhere on the back of the wall in addition to the design Equivalent Fluid Weight. #12. In the event walls are utilized to retain the existing cut slope at the southeast corner of the property, the active pressure value shall be based on an Equivalent Fluid Weight of 35 pounds per cubic feet (for level backfill). In the event the retaining wall is surfacharged by sloping backfill, the design active earth pressure shall be based on the appropriate Equivalent Fluid Weight presented in the following table: II 1, !I II " II II /1 I I I I i 1.;ll j I ., i I I m ; 1\1 I 8 I I lj I t I I ' I 1 -!• I Proposed Commercial Site Lot 2, Carlsbad Tract 80-34 Slope Ratio 1.5 2.0 o.is 50 40 Job No. 83-2872 Page 10 Height of Slope/Height of Wall* o.so 60 42 0.75 65 47 1.00(+) 70 50 *To determine design active earth pressures for ratios intermediate to those presented, interpolate between the stated values. #13. The design pressures presented above are based on utilization of only the tan, granular soils native to the site in backfill operations. In the event that imported clean granular fill soils are utilized as backfill material, this firm should be contacted for possible reduction of design pressures due to level backfill, sloping backfill, or restrained wall conditions. #14. The passive earth pressure of the encountered soils (to be used for design of building foundaions and footings to resist the lateral forces) shall be based on an Equivalent Fluid Weight of 300 pounds per cubic foot. This passive earth pressure shall only be considered valid for design if the ground adjacent to the foundation structure is essentially level for a distance of at least three times the total depth of the foundation. #15. A Coefficient of Friction of 0.4 times the dead load may be used between the bearing soils and concrete wall foundations or structure foundations and floor slabs. If the coefficient of friction is to be used in conjunction with passive earth pressures, the coefficient shall be reduced to 0.3 #16. The compacted fill soils that occur within five feet of the face of any fill slopes will possess poor lateral stability, even though they have been com- pacted. Proposed structures and other improvements (such as walls, fences, patios, sidewalks, swimming pools, driveways, asphalt paving, et cetera), that are located within five feet of the face of compacted fill slopes, could suffer differential movement as a result of the poor lateral stability of these soils. I I fl ta ":\I! ,, ~-iiJ ~ t \:I 1~ 'li,i ,"J ./ ~ ~ ;;;i 1 F'.. ~ t,; ~;. ,. .~ l:4 'i .,, ·1 <1 'l1! i,~ i I 4 j 4 1 j "t. Proposed Commercial Site Lot 2, Carlsbad Tract 80-34 Job No. 83-2872 Page 11 Foundations and footings of proposed structures, walls, et cetera, when founded five feet and further away from the top of compacted fill slopes, may be of standard design in conformance with the recommended load-bearing value. If the proposed foundations and footings are located closer it:han five feet inside the top of compacted fill slopes, they shall be deepened to one foot below a line beginning at a point five (5) feet horizontally inside the fill slopes and projected, outward and downward, parallel to the -face of the fill slope (see Figure No. IV. #17. It is recommended that continuous footings be reinforced with at least two No. 4 steel bars, one top; one bottom. The steel reinforcement will help to prevent damage due to minor differential settlement between the compacted fill soils and the more-dense, natural-ground soils. : c. #18. Slope Design Where not superceded by specific addendum recommendations from our firm, trenches, excavations, and temporary slopes at the subject site shall be constructed in accordance with subparagraph (1) paragraph (f), of Section 1541 of Title 8, Construction Safety Orders, issued by OSHA • #19. It is recommended that all compacted fill slopes and natural cut slopes be planted with an erosion-resistant plant, in conformance with the requirements of the City of Carlsbad. o. #20. Site Drainage Considerations Adequate measures shall be taken to properly finish-grade the site after the structures and other improvements are in place. Drainage waters from this site and adjacent properties are to be directed away from foundations, floor slabs, footings, ancf slc;_ipes, onto the natural drainage direction for this area or into properly designed and approved drainage facilities. Proper subsurface and surface drainage will help prevent waters from seeking the level of the . I Proposed Commercial Site Lot 2, Carlsbad Tract 80-34 Job No. 83-2872 Page 12 bearing soils under the foundations~ footings and floor slabs. Failure to observe this recommendation could result in uplift or undermining and differential settlement of the structure(s) or other improvements on the site. In addition, appropriate erosion-control measures shall be taken at all times during construction to prevent surface runoff waters from entering footing excavations, ponding on finished building pad or pavement area~, or running uncontrolled over the tops of newly-constructed cut or fill slopes. Particular care should be taken to prevent saturation of any temporary construction slopes. #21. Proper s uh-drains shall be installed behind all retaining walls on the subject project. Geotechnical Exploration, Inc. will assume no liability for damage to structures which is attributable to poor drainage. #22. Planter areas and planter boxes shall be sloped to drain away from the #23. ·foundations, footings, and floor slabs. Planter boxes shall be constructed with a subsurface drain, installed in gravel, with the direction of subsurface . and surface flow away from the found~tions, footings, and floor slabs, to an adequate drainage facility. General Recommendations Following placement of concrete floor· slabs, sufficient drying time must be allowed prior to placement of floor coverings. Premature placement of floor coverings may res ult in degradation of adhesive materials and loosening of the finish floor amterials. In addition, use of overly-wet concrete may result in slabs requiring an exceptionally long time to dry • :#24. No subsurface structures· shall be placed in the moderately expansive soils without being properly designed by a structural engineer and/or soils engineer. I q q Q ' I :1 . I ' Proposed Commercial Site Lot_ 2, Carlsbad Tract 80-34 VIII. GRADING NOTES Job No. 83-2872 Page 13 Any required grading operations shall be performed in accordance with the general I requirements of the City of Carlsbad, under the supervision of a qualified soils engineer or supervised field soils technician. It is the responsibility of the Owner and/or Dev.eloper to ensure that the recommenda- tions summarized in this report are carried out in the field operations. This firm does not practice or consult in the field of safety engineering. We do not direct the contractor's operations, and we cannot be responsible for the safety of personnel other than our own on the site; the safety of others is the responsibility of the contractor. The contractor should notify the owner if he considers any of the recommended actions presented herein to be unsafe. IX. LIMITATIONS In order to issue foundation and fl9or slab recommendations, our investigation was performed to determine the extent, condition, and approximate depth of the existing fill and formational soils. Compaction tests and penetration tests were taken in the existing fill soils to verify the relative densities. The tests were taken in randomly placed trenches and borings and indicate the existing fill soils were properly prepared and compacted. However, our firm cannot ?SSume liability for the integrity of the entire fill area since our firm was not present during the actual grading operation. The grading supervision for the business park was performed by Robert Prater ·Associates (as mentioned previously). In addition, it is not within the scope of this report to determine the underlying and surrounding geology of the s~bject property. The geotechnical investigation was performed by Lowney-Kaldveer Associates, summarized in the previously mentioned geotechnical investigation • Proposed Commercial Site Lot 2, Carlsbad Tract 80-34 Job No. 83-2872 Page 14 All statements in this report are applicable for the graded pad inspected by our firm and are representative of the site at the time our report was prepared. The firm of Geo~echnical Exploration, Inc. shall not be held responsible for fill soils placed at any future time, or subsequent changes to the site by others, which directly or indirectly cause poor surface or subsurface drainage and/or water erosion altering the strength of the compacted fill sojls. The work performed and recommendations presented herein are the res ult of an investigation and analysis which meets the contemporary standard of care in our profession. No other warranty is expressed or implied. This report should be considered valid for a period of three (3) years, and is subject to review by our firm following that time. If significant modifications are made to the building ~md/or grading plans, especially with respect to the height and location of cut and fill slopes and the height and location of proposed structures, this report must be presented to us for immediate review and possible revision. . . The firm of Geotechnical Exploration, Inc. shall not be held responsible for changes to I the physical condition of the property, such as addition of fill soils or changing drainage patterns, which occur subsequent to issuance of this report. Once again, should any questions arise concerning this report, please do not hesitate to contact us. Reference to our Job No. 83-2872 will expedite response to your inquiries. Respectfully submitted, GEOTECHNICAL EXPLORATION, INC. JBR/CWL ad(47) attachments I . I I I Jw~ .~ -~ B-6 s ./T-3 T-2 ..... .~ .~ amu ~ ~ l,~11 B-7 s T-~ ...i,:-,-~i 't'.~;t,:;;,l'.1 • .la~ .~ ,~A~~ • ::-.. :-v;! . --7 ~-4 I ~ I I t-<,; ~-5 .r;,,;:;;·rs ---a --.. VICINITY MAP NOS.CALE SITE ~ t-_______________ ----__ ..... A_--_! 1 SCALE: 1 .. = 50' LAS PALMAS DRIVE ,---:--. PROPERTY BOUNDARY ·:·J.-:J:. FILLSLOPE 1 j CUT SLOPE LEGEND f , : '< : I PROPOSED STRUCTURE I I TEST TRENCH S TEST BORING ·PLOT PLAN FIGURE NUMBER I JOB NUMBER 83-2872 REFERENCE: THIS PLOT PLAN WAS PREPARED FROM AN EXISTING UNDATED SITE PLAN BY PACIFIC RECORDERS. I_E~9-CORP., AN EXISTING _SITE PLAN BY. HENRY WORLEY ASSOC. DATED 11/4/80 AND FROM FIELD RECONNAISSANCE BY GEi. Q~®iJo !!!!!'II!!!------------·-··- l l' • l I • • !II ~- I I I J ) t 1 I ,. ... EQUIPMENT ' Backhoe SURFACE ELEVATION 220 1 + ---; DIMENSION 2411 Backhoe GROUNDWATER DEPTH Not Encountered DATE LOGGED 10-14-83 LOGGED BY TVS ...: DESCRIPTION AND CLASSIFICAT.ION w ~ w ~ ~ + 1 _, wt---------,--------------~~ g ~ ~ ::, ~ i ~ ~>-· 0 ... f II.I 0 £ ~ _,t;;~.JV>~ ~t;;~-vi~ ... ~~ V) ?: ~ ~ a. 0-a. z a. ... ->< z a. <z .... z V# ~ z_' ""' z w 0.. 0 < LU i!lw ~ 0 < -Q Q~ ~ 0 a,::Q LU U DESCRIPTION COLOR AND REMARKS CONSISTENCY TYPE Medi-um SP ... -Damp, fine sand Mottled tan. & dense . . . . . orange . ' . FILL 12.a-117 . 90 --J. 14. 5 105 ' . . -. - 4-... . . - .. • . .. 12-· ' -. -. 'SZ - Moist, sandy clay Dark with interbedded brown s'i 1 ty sand, 1 ayer• up to½ foot thick fi, sonie organic debris FILL Damp, fine sand Tan FORMATION WA!ER TABLE Fi rm Medium dense CL 13 .0 109 SP TP.~t TrP.nch Excavation 14.4 Lot 2, Carlsbad Tract 80-34 Palomar Airport lndustria.1 Park 93 117 +9.0 ...: IJ. • ~ .... ~ z 0 ::> _, 0 Cll u ~ LOOSE BAG SAMPLE IN-PLACE SAMPLE DRIVE SAMPLE JOB NO. DATE LOG NO. 0 I FIGURE NO. 11-a 10-26-SJ l I ••• ' • I I I I I 1 --· .. ,. -·---·-· ·-·· _,.. -------------~-- ._ EQUIPMENT Backhoe SURFACE ELEVATION 218 1 + DIMENSION 2411 Backhoe GROUNDWATER DEPTH Not Encountered DATE LOGGED 10-14-83 LOCGED BY TVS ..,: DESCRIPTION AND CLASSIFICATION w ~ ~.., :i: ~ + 1 _, w"·-----------,r-----...-------~u :::> t: ~ => ~ :, ~ ~>-.-' o .... f 0 -'r < ........ o < --~ .... -..D ~ --.... z •A 110 ~ DESCRIPTION -' 1110' _, Ill v -v,cr-. -v, v .... .;; _... v, :i: < C ci. -ci. Z a. ..,. ->< Z a. <z ~ OZ w 0 ?;: ~ ANO REMARKS OLOR CONSISTENCY TYPE :?;' g z' w o.. 9 < w uiw x ., ., < -0 0 < :i: a o::Q w u . -' -.. - ' 2-.. . . -... T --.. -.. 4-.. -.. . -... 6-. . . . -. --· 8 .. .. - -. - -.. ~ ·l1f. · -. . . . 14 .. Damp, fine sand Tan FILL Moist, sandy clay, Dark· little organic brown debris, some silty sands FILL Excavation Bottom WATER TABLE Medium dense Fi rm SP CL/ SM 12. 5 106 Test Trench Excavation Lot 2, Carlsbad Tract 80-3Lt Palomar Airport Industrial Park 91 ..,: u.. .._ V) I- ~ z ::, 9 0 al u LOOSE BAG SAMPLE IN-PLACE SAMPLE DRIVE SAMPLE JOB NO. 83--2872 DATE LOG NO. FIGURE NO. 11-b ' , .. -~ -.. 10-26-83 2 I I I I ' I I I J .• !QUIPMENT Backhoe SURFACE ELEVATION 218 1 ·+ DIMENSION 2411 Backhoe GROUNDWATER DEPTH Not Encountered DATE LOGGED 10-14-83 LOGGED BY TVS .,.: ..: DESCRIPTION AND CLASSIFICATION w ~ :e w :E ~ + 1 -~ ... . _, w u :::, ~ ~ :::, ~ :::, ~ ~>-. .... V) ~ Q a:1----------,-------------1< ....... a < --:E l-"-0 :E ---!:: z O 1-z :: -DESCRIPTION -' vio, ..., vi ~ -v,<r--vi v ~V) ~ V)z 0~ :::, w ~~ vi~ COLOR C S E C 9-0 '7 Z 1-0 ~ Z a. Z a.: o ..., O 0 , ANO REMARKS ON 1ST N Y TYPE z_ < z w a..< w u:1w x . -. -. - 2~ .. --. -.. 4-. -. --. 6- --.. ... -. -! Damp, fine sand Tan FILL Medium dense < -o o < :E o ~o w u cc u SP 12. 5 106 ~1 8-t--+-+-----------+--..;._,--+----+---+---+----il-----1----1---4--4-----1~ CL/ SM .. - , o~. M -.. -. . -.. : N· ... 14 · · Moist, sandy clay, Dark little organic brown debris, some silty sands FILL Excavation Bottom WATER TABLE I LOOSE BAG SAMPLE IN-PLACE SAMPLE DRIVE SAMPLE Firm Test Trench Excavation Lot 2, Carlsbad Tract 80-34 Palomar Airport Industrial Park JOB NO. DATE 83-·2872 FIGURE NO. 11-b 10-26-83 LOG NO. 2 I t EQUIPMENT Backhoe SURFACE ELEVATION 219 I + DIMENSION 2411 Backhoe GROUNDWATER DEPTH Not Encountered DATE LOGGED 10-14-83 LOGGED BY TVS ..,: DESCRIPTION AND CLASSIFICATION W ~ ~W ~ ~ + I u => e:; ~ =>~ => >-~>-_, .... __, 0 :i:: I-ltl c.. ~ w >-0 en ' . -. ' - ' . -2 ' i . --' . . -... .:. . 4 -.. -. . . -. . . -6 . ~ ~1 .. - -'l!f 8 ~ -'Iii· . -. -.. . ~,r no -. -. . : l~I - -n 2 · . . -. ·. -. w _, c.. i-----------r-------------1< 1--...0 <--~l-"'-0 ~ !::-_,_ z 0 _, V,0"'-ii:'. V) ~ _ v,O-,. -I/) V <;:;; '!t en °t-Q I ~ ~Q ~ ~ Q. _,z C.. z ~ DESCRIPTION < AND REMARK~ en Damp, fine sand FILL ,. - Damp to mo i st, sandy clay, some organic debris, some interbedded silty sands ] FILL Damp to moist, fine sand FORMATION WATER TABLE COLOR Tan Dark brown Tan CONSISTENCY TYPE ~ ~ ~ 0 0~ ~ 0 ~~ ~ 8 Medium dense Fi rm Medium dense SP 15.8 110 CL/ SM 12.3 109 Test Trench Excavation Lot 2, Carlsbad Tract 80-34 Palomar Airport Industrial Park 94 92 ..,: .... -V) 1-3: z 0 => __, 0 al u LOOSE BAG SAMPLE IN-PLACE SAMPLE DRIVE SAMPLE JOB NO. DATE LOG NO. 83-2872 10-26-83 FIGURE NO. 11-c ,~,,,,. .. ·~-r. 3 I I I II ' ii i -i I l ~ I I ti I )~. .. I ] .' . 1 j I 1 ------·-------'" ., ---- ,eQUIPMENT DIMENSION DATE LOGGED Backhoe 24 11 Backhoe 10-14-83 SURFACE ELEVATION 21911 + GROUNDWATER DEPTH Not Encountered LOGGED BY TVS ...: ... J: l-a. w 0 -. -. -· . 2 ... i -. -. . DESCRIPTION AND CLASSIFICATION w ~ w >-~ ~ ~ ~ + 1 -' w u => u t-::, ::> :::, ~ >>-. _, £ ~J--D-ES_C_R-IP_T_IO-N----;-----.----------1~ ti;~ j in~ ~ti;~~ in~ ;::~ Z ~ ;=: < 0. -a. Z 0. I--X Z 0. _,<z ~ Z ~ j AND REMARKS COLOR CONSISTENCY TYPE 1 0 1 w a. 0 < w ww x o ~ ~ ~ 0 0~ ~ 0 0::9 w u . Damp, fine sand FILL . .. Tan Medium dense SP -. ...: ... --v, I- ~ g co u . 4 -r _l,-j .--t-tM-. o-i s-t-, _s_a_n_d_y_c"'.'"l_a_y_, +-Da-rk---+-F-i_r_m----11--C-L-+---1---+--+----ll--+---+---+--f some organic brown CH ~ ·Jf debris FILL - 6 • Ill. - bamp to moist, Blue clay with inter-green bedded ye 1 low, fine·sand, little -_ 1·,1. ~ d b . ~ organic e r Is 8 --IL~ FILL -. 10: ·:1,1 .. - -111·. . Fxravation Bottom WATER TABLE LOOSE BAG SAMPLE IN-PLACE SAM.PLE DRIVE SAMPLE F,i rm CL/ SM 11.5 113 ~ 9. O 108 '5.0 116 Test Trench Excavation tot 2, Carlsbad Tract 80-34 Palomar Airport lnd11strial Park JOB NO. DATE 83-2872 FIGURE NO. ! 1-9 10-26-33 '+11.C 97 +2.4 LOG NO. 4 I I I ] 1 • EQUlf>MENT DIMENSION DATE LOGGED 10-14-83 • "' Backhoe SURFACE ELEVATION 219' + ' 24" Backhoe GROUNDWATER DEPTH LOCGED BY Not Encountered TVS ...: DESCRIPTION AND CLASSIFICATION W <W ~ ~ + I WIX W>-<IX -. W u :::> u I-:::> :::> _, ~ >>-• ..., --------~---....,..-----T"----1-< I-~ < --:EI-~ :E ---I-z 0 0ESCR IPTION _, Vl ~ V') 0. -V) X V) V ~in <( V) AND REMARKS COLOR CONSISTENCY TYPE i § z ~ t O < ~ o. ~~ ~ 5 ..... .... 0 w :r: ..... ., '0.. I-0.. ~ ,W >-0 V) . . -. -. .. -. 2_ . . . . -ti!-: ~ .J!I . 4-: ·,i~ ' :E <( V) -.l Damp, fine sand Tan Moist, sandy clay Dark brown , --Damp to moist -· ~ fine sand Tan . - 6~ FORMAT ION -. . --. 8~ . . . -· . -. . -. . 10 . - - -. -. --. -. WATER TABLE -< -0 O:E :!: 0 IXO w U Medium dense Firm SP CL Medium SP dense to dense 10.7 105 13 .2 108 Test Trench Excavation Lot 2, Carlsbad Tract 80-34 Palomar Airport Industrial Park 90 ..,: ..... -V') ,_ ~ z 0 ::, ..... 0 co u LOOSE BAG SAMPLE IN-PLACE SAMPLE DRIVE SAMPLE JOB NO. 83-2872 DATE LOG NO. ,,. ,. ... ,,-:,,., FIGURE NO. '1'1-e 10-26-83 5 ' ' I l I i I ; I I t ----,--.,..~ .... , .. ..,..---===... • l;_QUiPMENT Continuous Flight Auger br:i J l Rig SURFACE ELEVATION 218 1 + DIMENSION 611 Diameter GROUNDWATER DEPTH Not Encountered DATE LOGGED 10-17-83 LOGGED BY JBR ...: I DESCRIPTION AND CLASSIFICATION LU ~LU < ~ + I .., w ~ ~ ~ ~ :, ~ :, >-~>-.., .... :r ... a. w 0 Q o:l------------r----.,.-----..----1< 1->-0 < --< ...... o ~ !::-_,_ z 0 -DESC P -' vi 0"' _, .,, a.u -vi"'--vi u ,_ in ..., .,, ~ < RI TION a. 0-'7 Z ,--0 x Z a. :':5 z ~ Z ~ j AND REMARKS COLOR CONSISTENC:Y TYPE i ~ ~ 0 O ~ ~ 0 ~~ ~ 8 ' - ' 2. ~ .. 1 4-. -, . J 6- - 8-·. I - . 18. . 22-. ' ' 24- , -. - - ' '¥ Damp, fine to medium sand FILL Tan Damp, intermixed Dark sandy clays & brown clayey sands, som~ interbedded silty sands FILL Damp, fine to medium sand FORMATION WATER TABLE Light brown Moderately compacted Stiff Medium !dense . ;""·, SP CL SP Test Boring Lot 2, Carlsbad Palomar Airport Industrial Park Tract 80-34 16/12" 18/1211 16/1211 30/12" 2b/12" 23/1211 22/12" 15/1211 120/1211 20/12'' 18/1211 f8] LOOSE BAG SAMPLE JOB NO. DATE LOG NO. 0 IN-PLACE SAMPLE 83-2872 10-26-83 I DRIVE SAMPLE 6 FIGURE NO. ~~®=Do 11-f I I • EQ~IPMENT Continuous ·Dr i 11 R i 9 DIMENSION Fl i ght Auger 611 Diameter DATE LOGGED 10-14-83 SURFACE ELEVATION 218 1 + GROUNDWATER DEPTH Not Encountered LOGGED BY JBR . ..: ... , DESCRIPTION AND CLASSIFICATION w ~ < w ~ ~ + 1 _, w u :::> ~ ~ :::> ~ :::> >-~>-_, 0 _,,i------------,,----.,.----------1< 1-~o < --< i-~o ~ !:: --... z 0 :i:: ... 0. w 0 a:i ~ DESCRIPTION _, v,o, _, V) V -V>°' -V) V I-ii; .A V) ~ < o.-o.zo.. .... -xzo..<z .... z ~ 1j AND REMARKS COLOR CONSISTENCY TYPE z_' 9 z w o. 0 < w ~w ~ O . -. ... - ' - l-. -.. -.. - ' 4-.. . -. -. - -. . - . - ~ ~11 . . 10-· ' . - j1J -. .. . 12-lil . -. . . ' . -. •. 14 . 2' - Damp, fine to medium sand FILL Tan Damp, sandy clay, Dark clayey sand, some brown interbedded silty sands FILL Damp, fine to Tan medium sand Formation . Excavation Bottom WATER TABLE Moderately SP compacted Firm CL to stiff Medium SP ·/ Test Boring < _o O::E ::Eo ixo~u Lot 2, Carlsbad Tract ti0-34 Palomar Airport Industrial Park ..,: ... -V) ... ~ z 0 :, _, 0 a::i u 15/1211 20/1211 27/1211 21/1211 25/12 11 13/611 15/b ~ LOOSE BAG SAMPLE JOB NO .. 83-2872 DATE 10-26-83 LOG NO. 0 IN-PLACE SAMPLE I DRIVE SAMPLE FIGURE NO. q-~ 7 I I I ' ! - I I -------·---.-·------··-·------. -----------------------~'----' ~ 140 FILL SUITABILITY TESTS . \ 1 '1 ~ \ ' ~ \ 1 130 \ ~ J ' \ -1 l 1 \ \ \ i 120 \ \ I\ ,. \ 2 ..... 110 --1 /\\.,\ \ 'ti .e j 'n ,\ 3 I-. ., 'I\\ \ I\ :I: (!) '' \ UJ -:lit \ I\ I\ !: I\' \ z .:) \ I\ !\ >- i\ " a:: 0 100 '\ I\ \ \ \ '\ ' ,\ \ \ !\ \ ~\ 90 MAXIMUM DRY I 2 3 DENSITY (pcf) 117 117 116 OPTIMUM MOISTURE 12.8 14.4 15.0 CONTENT(%) f I I I I MOISTURE CONTENT% DIRECT St£AR TEST DATA 2 APPARENT COHE SION tpsf) 0 APPARENT FRIC 100 80 60 40 20 0 1000 TION ANGLE 30 21 MECHANICAL ANALYSIS 3 ¾ 4 10 40 · 200 100 10 1.0 0.1 0.01 0.001 G RAIN SIZE IN MILLIMETERS fOB ~~2.70 !\ -2.60 f' ~ ~" 2.50 SPECIFIC GRAVITY "' ~ ''' -ZERO AIR VOIDS CURVES ~k'K1 80 0 ~ 20 30 40 LABORATORY COMPACTION TEST SOIL SOIL CLASSIFICATION TYPE I Tan, fine sand 2 Dark brown, sandy cl.ay 3 Brown, very silty sand SWELL TEST DATA I 2 INITIAL DRY DENSITY (pcf) 105 INITIAL WATER CONTENT(%) 12. 0 LOAD (p If) 144 PERCENT SWELL 9.0 BCfllNG TRENCH NO. NO. 1 1 4 3 104 13.0 144 2.4 DEPTH 2' 8' 11' JOB NO: FIGURE No: 83-2872 111 • .. ··---·---···--·--·-----. -·· ... ------- Proposed Structure co·ncrete Floor Slab 5' 0 11 • " 0 • 0 I Top of Compacted Fill Slope / _Compacted Fill Slope ~,._·-:a---• (Maximum Inclination 1.5:1.0) --:..,_,:_ -:• .... - Reinforcement of -~ Foundations and Floor Slabs following the Rec-·. omimdations of the Architect or Structural Engineer. ; ---:---------. --· -------- .~Ia ·--.---.. -Footing -. -_;,.._ _ ....... ~ ·,,__ Compacted Fill __:..:_ .--:-.--. . -------'--- -·-- -) .,,.,,,, ----· -. 1.::::-·_ -. - ~-5' 0 11-- TYPICAL SECTION (Showing ProposP.d Foundation Located Within Five Feet of Top of Compacted Fill Slope) DISTANCE FROM TOP OF' SLOPE () I 1 I 2 I 3 i.' 1.5· . . TOTAL DEPTH OF FOOTING 1.0 Fill Slope 2.0 . 1.0 Fill . 52 11 42 11 4411 36 11 36 11 3011 2811 2411 20" 1811 Slope Job No. 83-2872 Figure No. IV I I ....__ •• ,, APPENDIX A UNIFIED SOIL CLASSIFICATION CHART SOIL DESCRIPTION COARSE-GRAINED More than half of material Is larger than a No. 200 sieve GRAVELS, CLEAN GRAVELS More than half of coarse fraction is larger than GW Well-graded gravels, gravel and sand mix- No. 4 sieve size, but smaller than 3" tures, little or no fines. GRAVELS WITH FINES (appreciable amount) SANDS, CLEAN SANDS More than half of coarse fraction is smaller than a No. 4 sieve. SANDS WITH FINES (appreciable amount) FINE-GRAINED GP Poorly graded gravels, gravel and sand mix- tures, little or no fines. GM Silty gravels, poorly graded gravel-sand-silt mixtures. GC Clay gravels, poorly graded gravel-sand-silt mixtures. SW Well-graded sand, gravelly sands, little or no no fines. SP Poorly graded sands, gravelly sands, little or no fines. SM Silty sands, poorly graded sand and silty mixtures. SC Clayey sands, poorly graded sand and clay mixtures. More than half of material Is smaller than a No. 200 sieve SIL TS AND CLAYS ML Inorganic silts and very fine sands, rock flour, sandy silt and clayey-silt sand mixtures with a slight plasticity. Liquid Limit Less Than 50 CL Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, clean clays. OL Organic silts and organic silty clays of low plasticity. MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. Liquid Limit Greater Than. 50 CH Inorganic clays of high plasticity, fat clays. OH Organic clays of medium to high plasticity. HIGHLY ORGANIC SOILS PT Peat and other highly organic soils. I • / / '- I -~ .£ •· I ~ J 1 • J GENERAL APPENDIX B GRADING SPECIFICATIONS The intent of this item is to properly establish procedures for cleaning and compacting natural ground, preparing areas to be filled, and placing and compacting fill material to the grades and slopes as shown on the Grading Plans. CLEARING All vegetation, brush and debris shall be removed, piled and burned, or otherwise disposed of, to give the surface a neat and finished appearance. I COMPACTING NATURAL GROUND After clearing, the natural ground shall be scarified to a depth of at least 12 i"nches, watered to optimum requirements and compacted to not less than 90 percent of maximum dry density, according to A.S. T .M. Test Method D-1557, in a four-inch diameter, cylindrical mold of 1/30th-cubic-foot volume. Field density tests shall be taken in the natural ground in accordance with A.S. T .M. Test Method D-1556. Fl LL MATERIALS Materials for the fill shall be approved by the soils engineer and shall be free from organic matter and other deleterious substances. In the event that expansive materials are encountered within three feet of finished grade, they shall be entirely removed or thoroughly mixed with good, granular material before incorporating them in fills. No footing shall be allowed to bear on soils which, in the opinion of the soils engineer, are detrimentally expansive --unless designed for this clayey condition. PLACING AND COMPACTING FILL MATERIAL After preparing the areas to be filled, the fill materials shall be placed in layers not to exceed six inches in compacted thickness. Each layer shall be watered to opti- mum requirements and compacted to not less than 90 percent of maximum dry density in accordance with A.S. T.M. Test Method D-1557. Compaction of the fill shall then proceed in the specified manner to the grades shown on the approved plans. When the slope ratio of the original ground is steeper than 5.0 horizontal to 1.0 vertical, the original ground shall be benched. Ground slopes flatter than 5.0 horizontal to 1.0 vertical shall be benched when considered necessary by the soils engineer. Fill slopes shall be compacted by means of a sheepsfoot roller, or other suitable equipment. Slope compaction shall be continued until the slopes are stable but not too dense for planting. Field .density tests shall be taken when considered necessary by the soils engineer in accordance with A.S. T .M. Test Method D-1556 and shall be made not exceeding two feet in vertical height providing each layer is tested. FIELD OBSERVATION AND DENSITY TESTING Observation and testing of. the fill shall be made by the representative of Ceotechnical Exploration, Inc. during the grading operation so that it can be reasonably assumed that the fill was placed in accordance with these specifications. SEASON LIMITS No fill material shall be placed, spread or rolled during unfavorable weather conditions. When the work is interrupted by heavy rains, the filling operation shall not be resumed until field tests in,dicate that the moisture content and density of the fill are as previously specified. 'I 'I I I I I I I I I I I I I 1_ I I I I REPORT OF GRADING OBSERVATION AND FIELD DENSITY TESTING Proposed Commercial Site Palomar Airport Industrial Park Lot 2, Tract 80-34, Las Palmas Drive Carlsbad, California JOB NO. 83-2964 14 December 1983 prepared for LUSARDI CONSTRUCTION COMPANY prepared by GEOTECHNICAL EXPLORATION, INC. 8145 Ronson Road, Suite H San Diego, CA 92111 " j.' _ 1a["Ji; .. ...1J,;A/ Q;\ IV 1/ t,. 1-()rs 11-(...-,; .· ,..,· I I I I I I I I I I. :I I I I I I I I I GEOTECHNICAL EXPLORATION, INC. SOIL & FOUNDATION ENGINEERING GROUNDWATER• GEOPHYSICS • ENGINEERING GEOLOGY 14 ~cember 1983 LUSARDI CONSTRUCTION <;:OMPANY 1570 Linda Vista Drive San Marcos, CA 92069 JOB NO. 83-2964 Subject: REPORT OF GRADI~. OBSERVATION .AND FIELD DENSl"f:Y TESTING Proposed Commercial Site Dear Sirs: Palomar Airport Industrial Park Lot 2, Tract 80-34, Las Palmas Drive Carlsbad, California In accordance with your request, Geotechnical Exploration, Inc., hereby submits the following report summarizing our work .and test results, as well as our conclusions and recommendations concerning the subject project. Our firm has inspected the grading operation and tested the fill soils that were imported, placed and compacted during the preparation of _your proposed commercial building. GENERAL SITE INFO~ATIQN The property, consisting of approximately 1.75 acr~s, is located on the north side of Las Palmas Drive, approximately 450 feet east of Camino Vida Robleou in the City of Carlsbad. The lot slopes to the northwest, with elevations ranging from 216 feet above mean sea level (MSL) to 249 feet MSL. Survey information concerning actual elevations was not available at the time of our testing and observation services • • The site has been previously graded and is ov~rlain with a wedge of fill soils which obtain a maximum thickness of approximately 22 feet at the northwest corner of the property. This previous grading operation was observed and tested by Robert Prater Associates. Existing vegetation prior to grading consisted of landscape shrubbery on the slopes and scattered grasses and weeds on the building pad surface. 8145 RONSON ROAD, SUITE H •· SAN DIEGO, CALIFORNIA 92lll • (714) 560-0428 I I I .1 I ·1 I. .I I 1· I I I I I I I I I Proposed Commercial Site, Lot'2 ,. Tract 80-34 14 December 1983 · Job No. 83-2964 Page 2 The site has been prepared to receive a commercial building, which will be a maximum of two stories in height. It· is our understanding that the building will be constructed in conformance with the Uniform Building Code, utilizing conventional-type foundations, footings and convention91-type building materials. A Plot Plan, illustrating the appro~irnate location of all materials which were recompacted through.out the grading operation, is enclosed as Figure No. I. MATERIALS AND PLACEMENT The soils utilized in. the grading operation were from imported soils and consisted primarily of yellow-.brown silty fine sand. These fill materials were placed in layers not exceeding 8 inches in compacted thickness and compacted to at least 90 percent of Maximum Dry Density, while maintaining a moisture content at, or near, the optimum. Compaction was reached by means of track walking with heavy construction equipment; such as a D-6 Caterpillar tractor. TESTS F"ield density tests were performed in accordance with A.S. T .M. 0-1556. Expansion potential tests· were performed in accordance with the County of San Diego Test for Expansive Soils. Maximum density determinations were performed in accordance with A.S.T .M. 0-1557, Method A. The relative compaction results, as summarized on Figure No. 11, are the ratios of the field densities to the laboratory Maximum Dry Densities, exp~ssed as percentages. CONCLUSIONS AND RECOMMENDATIONS The following conclusions and. recommendations are based upon our analysis of all the data available from the testing of the soils compacted on this site. Our visual inspe~- tion of the grading operation (while in progress), field and laboratory testing of the typical be~ring soils, and our general knowledge and experience with the natural- ground soils and recompacted fill soils on this site were utilized in conducting our services. I I I I -1 I I I I I I I I I I I I I I Proposed Commercial Site, Lot 2 -Tract 80-34 14 December 1983 Job No. 83-2964 Page 3 1. The soils utilized in the grading operation were from imported materials which were placed and compacted. The soils primarily consisted of yellow-brown silty fine sands. Soils of this type are considered non-expansive, as measured by the County of San Diego Test for Expansive Soils. 2. During the grading operation, the existing fill soils were exposed (where necessary) and properly prepared to receive the new fill soils. The fill soils were properly placed, watered and then compacted to at least 90 percent of Maximum Dry Density, in accordance with the requirements of the City of Carlsbad. The maximum depth of fill soils placed on the site at the time of the grading operation monitored by this firm was not in excess of 3 feet in vertical thickness. 3. The maximum safe soil bearing value of the compacted fill soils placed on the site is at least 2,000 pounds pP.r square foot. The safe soil bearing value of the natural ground is at least 2,000 pounds-per square foot. This soil bearing value may be increased one third for design loads that include wind or seismic analysis. Additionally, thes.e bearing values may be utilized in the design of foundations and footings of the proposed structure when founded a minimum of 12 inches into the firm natural ground or compacted fill for single .. story structures, 18 inches for two-story structures. 4. It should be noted that changes of surface and subsurface hydrologic condi- tions, plus irrigation of landscaping or significant increases in rainfall over the 'accepted average-annual' rainfall for San Diego County for the past ten years, may result in the appearance of minor amounts of surface or near-surface water -at locations where none existed previously. The damage from such water is expected to be minor and cosmetic in nature, if corrected immediately. Correc- tive action shou Id be taken on a site-specific basis if, and when, it becomes necessary. I I I I ·I I I ·1. I ·I I I I I I I I I I Proposed Commercial Site, Lot 2 -Tract 80-34 14 December 1983 Job No. 83-2964 Page 4 5. Following placement of concrete floor slabs, sufficient drying time must be allowed prior to placement of floor coverings. Premature placement of floor coverings may result in degradation of adhesive materials and loosening of the finish floor materials. 6. Natural-ground cut slopes of maximum inclinations of 1.5 horizontal to 1.0 vertical, and compacted fill slopes of maximum inclinations of 2.0 horizontal to 1.0 vertical, shall be stable and free from deep-seated failures for materials native to the site and utilized in compacted fills .• 7. Although the compacted fill soils have been tested to a relative compaction of 90 percent of Maximum Dry Density or better, the compacted fill soils that occu.r within five feet of the face of the fill slope possess poor lateral stability. The proposed structure and associated improvements (such as walls, fences, patios, sidewalks, swimming pools, driveways, asphalt paving, et cetera), that are located within five feet of the face of compacted fill slopes, could suffer differential movement as a result of the poor lateral stability of these soils. The foundations and footings of the proposed structure, fence posts, walls, et cetera, when founded five feet and further <!-Way from the top of compacted fill slopes, may be of standard design i_n conformance with the recommended soil value. If proposed foundations and footings are located closer than five· feet insicje the top of compacted fill slopes,. they shall be deepened to one foot below a line beginning at a point five feet horizontally inside the fill slopes and projected, outward and downward, parallel to the face of the fill slopes (see Figure No. Ill). 8. The actiw earth pressure (to be utilized in the design of any walls retaining soils in the existing slope), shall be based on an Equivalent Fluid Weight of 35 pounds per cubic foot (for level backfill only). In the event that a retaining wall is surcharged by sloping backfill, the design active earth pressure shall be based on the appropriate Equivalent Fluid Weight presented in the following table: I I .I I I I ·1 I I I I I I I· I I I I I Proposed Commercial Site, Lot 2 -tract ·80-34 14 December 1983 Height of Slope/1:-feight of Wall* Slope Ratio 1.5 2.0 0.25 50 40 0.50 60 45 0.75 65 . 48 Job No. 83-2964 Page 5 1.00 (+) 70 50 *To determine design active earth pressures for ratios intermediate to those presented, interpolate between the stated values. In the event that a retaining wall is to be designed for a restrained condition, a uniform pressure equal tb 8*H (eight times the total wall height, considered in pounds per square foot) shall be considered as acting everywhere on the back of the wall in addition to the design equival~nt fluid weight. The design pressures presented above ar~ based on utilization of soils native to the site in backfill operations. In the event that i.mported, clean granular fill soils are utilized as backfill material, this firm should be contacted for possible reduction of design pressures due to level backfill, sloping backfill, or restrained wall conditi.ons. 9. The passiw earth pressure of the encountered natural-ground s9ils and well-compacted fill soils (to be used for design of building foundations and footings to resist the lateral forces) shall be based on an Equivalent Fluid Weight of 300 pounds per cubic foot. This passive earth pressure shall· only be· considered valid for design if the ground adjacent to the foundation structure is essentially level for a distance of at least three times the total depth of the foundation. 10. A Coefficient of Friction of 0.4 times the dead load may be used between the bearing soils and concrete wall foundations or structure foundations and floor slabs. If the coefficient of friction is to be used in con ju net ion with the passive earth pressures, the coefficient shall be reduced to 0.3. I I I I I I I I I I I I I I I I I I -I Proposed Commercial Site, Lot 2 -Tract 80-34 14 December 1983 Job No. 83-2964 Page 6 11. It is recommended that all compacted fill slopes and natural cut slopes be planted with an eros_ion-resistant plant,. in conformance with the requirements of the City of Carls bad. 12. Planter areas and planter boxes shall be sloped to drain away from the founda- tions, footings and floor slabs. Planter boxes shall be constructed with a sub- surface drain, installed in gravel, with the direction of subsurface flow away from the foundations, footings and floor slabs, to an adequate drainage facility. 13. Any backfill soils placed adjacent to swimming pool excavations, in utility trenches, or behind retaining walls, which support structures and other improve- ments (such as patios, sidewalks, driveways, pavements, et cetera), other than landscaping, shall be compacted to at least 90 percent of Maximum Dry Density. Geotechnical Exploration, Inc. will accept no ·nability for damage to structures that occurs as a result of improperly backfilled trenches or walls. 14. Adequate measures shall be taken to properly finish grade the site after the structures and other improvements are in place. Drainage waters from ·this site and adjace~t properties are to be directed away from foundations, floor slabs and footings, onto the natural drainage direction for this area or into properly designed and approved drainage facilities. Proper subsurface and surface drain- age will minimize the potential for water to seek the level of the bearing soils under the foundations, footings and .floor slabs. Failure to observe this recom- mendation could result in uplift or undermining and differential settlement of l the strµcture or other improvements on the site. 15. Swimming pools and appurtenances and/or subsurface structures, that are founded in potentially expansive, clay ·soils, shall be properly designed by a structural engineer and/or soils engineer. 16. All retaining and restrained retaining walls shall be property waterproofed and have a french drain designed and proposely installed behind them with the flow directed towards the designed drainage for the site. I I I I I I I I I I I I I I I I I I I / Proposed Commercial Site, Lot 2 -Tract 80-34 14 December 1983 SUMMARY Job No. 83-2964 Page 8 Based on our field testing and grading observation, it is our opinion that the grading operation was performed in conformance with the City of Carlsbad Crading Ordinance, and the compacted fill soils and natural-ground soils will safely support the proposed structure and other improvements. Where not superceded by recommendations presented herein, all recommendations contained in this firm's 'Report of Soil Investigation' dated 29 October 1983, shall be considered as valid subsequent to the release of this final report. All statements in the report ~re applicable only for the grading operation inspected by our firm, and are representative of the site at the time our report was prepared. The firm of Geotechnical Exploration, Inc. shall not be. held responsible for fill soils placed at any future time, or subsequent changes to the site by others, which directly or indirectly cause ·poor surface or subsurface drainage and/or water erosion altering the strength of the compacted fill soils. Our services consist of professional opiriions and· recommendations made in accord- ance with generally accepted geotechnical engineering ·principals and practices. This warranty is in lieu of all other warranties, either expressed or implied. Thank you for this opportunity to be of service. Should any questions arise concern- ing this report, please do not hesitate to contact us. Reference to our Job No. 83-2964 will expedite response to your inquiries. Respectfully submitted, CEOTECHNICAL EXPLORATION, INC. L WW/CWL/ad(79) Enclosures --------~-~---------- • f . , ,-, --.. -------- 5s 51 • I t I . : I 54 $6 .~ I t I .. J 5i . ' -53 I . . . ·· t ~--------------LAS PALMAS DRIVE LEGEND ,---PROPERTY BOUNDARY f . I > < : I PROPOSED STRUCTURE ·=·J::J:_ FILL SLOPE 3$· FIELD DENSITY TEST )' J CUT SLOPE •.. --7 VICINITY MAP NO SCALE ICALE: 1" = 10' PLOT PLAN FIGUIII! NUMBER I JOB NUMll!R 13-2964 REFERENCE: THIS PLOT PLAN WAI PIIEPAREO FROM AN EXISTING UNDATED SITIP: PLAN IY PACIFIC .. ECORD,R$ J EN.9, ~~ff~:_-A~ D.IS'fiNG • ITE PLAN ay ttENRY WPf.lLEY ~••«>c. DATl!D 11/4/80 AND FROM ·ar1ELD RECONNAISSANCE BY GEi. . q~®1Ja I I I I -I I I I ·.1 I I ·-I I I I I I I I Test 1 2 3 4 5 6 TYPE I Compaction Test Results Depth Moisture Field Soil Relative Date Location Fill % Density Type Compaction 12-07-83 Refer to Plot Plan 1' 13.6 110.0pcf I 90.0% 12-07-83 Refer to Plot Plan 1' 13.6 110.0pcf I 90.0% 12-00-83 Refer to Plot Plan 2-1/2' 14~9 111.0pcf I 91.0% 12-00-83 Refer to Plot Plan 2-1/2' 15.0 115.0pcf I 94.0% 12-08-83 Refer to Plot Plan 2-1/2' 15.0 111.0pcf I 91.0% 12/08/83 Refer to Plot Plan 6' 14.5 112.0pcf I 92.0% SOil CLASSIFICATION DE~CRIPTIQN OPTIMUM MOISTURE MAXIMUM DRY DENSITY ) Yellow-brown, silty, fine sand. 12.0% 122.0pcf 8 -2964 Job No. __ 3 ___ _ Figure No. ____ 1 __ 1 __ I ·1 I I .:1 I I I I I I I I I I ·1 I I I PROPOSED STRUCTURE FLOOR SLAB .....,. ____ s10"-----+~-ao1 'I;) 0 Q -+------- -. -·--.-' -00 0 REINFORCEMENT OF -• ~ • --. o O -• COMPACTED FILL SLOPE (MAXIMUM INCLINATION 1.5: 1.0) FOUNDATIONS ANO FLOOR -:-....:::s::: .. 0 ~ o · -• - SLABS FOLLOWING THE ' --· ::--· . ' -TOTAL DEPTH OF FOOTING RECOMENOATIONS OF THE ·-. I::) 0 • -. -· -• ---· - ARCHt're;cr OR STRUCTURAL 6 --. · ---· --ENGINEER. . _. __ • __ _ • COMPACTED FILL -·-·-·-. CONCRETE FOUNDATION ··-·--· -.-, --. --·--·--·----·--·--· TYPICAL SECTION (SHOWING PROPOSED FOUNDATION LOCATED WITHIN FIVE FEET OF TOP OF COMPACTED FILL SLOPE) DISTANCE FROM TOP OF SLOPE 0 1' 2~ :s' 4' TOTAL _DEPTH OF_ FOOTING 1.s:1.0 2.0: 1:0 f'ILL SLOP! FILL SLOPE 12# 42" 44" ~e" 39" .. -· 30" 2a" 24" 20" 1a" FIGURE NUMBER83-296 JOB NUMBER I I I