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Home My WebLink About2520 EL CAMINO REAL; ; 82-335; Permitf. CUy of Carisa d ' APPLICATIO~ FOR.CERTIFICATE OF OCCUPANCY BUILDING DEPA~MENT 1200 ELM ~38-5525 Addrgs where Bu·siness . will /1 conducte,d 2520 El C~mino Reai VALIDATION Building ·a 2 _ j 3:5 permit No,. Name of Oc_cupa_nt Gen tra i ~ Sa vi ng·s Business 619 Phon13 . · 236-8732 Address of Home Office of Occupant if differenJ from above 225 Broadwa Owner of Building Carlsbad Pla Type of Bl/Si,ri~ss Savin s . Lo.an · Describirexact use pf au p9rtions of el!,c~. building ~nd lot Pre.vious. use of Building . Restaurant Type·cif flammable or e~plol!ive liqulqs to.be used, if any San Die o None CA. 92101 . ~~::1n~ Office SAME 2 Corporate Plaza, Ste. 250 Address N ort Beach 9 2660 Phone 9531 I certify that.I-have r_!3ad the statements contained in this application; that they are true !l,nd cor'rect, and that I make this" staterrie.nt under penalty of perjur.y. Dated this . Signature of· Applicant Use ;?;one. Planning Department Engin~eririg Dep_art_ment Fire . preventjon_ · Health Department_ Building D_epartment D~te Date Date FOR DEPARTMENTAL USE ONLY . Type cif Cqnstructipli· · ~-~ Dis_app~o...,ed By_ Pil!appr9ved By Disapproved By. ,By .Disapprove~ By White -Building Dept. Yellow -Applic;!l,nt Pink -Finance Golq -Fire Dept ·1 . ,--, V ;j ." USE BAU POINT PEN·O & PRESS HARD ~-. i~ • ; ·.· ,-. . . . . .. . · .CARLSBAD BUILDING DEPARTMENT ·-"~ -· · --· ·· APPLIC·A·TIO· N"·& PERMIT· ~-·· ~--':'!-·,i:'.J_ ·f'!'ereby !lffl!f.O~t~at l.!lm 1lcens!)d under • '. . • .1200 Elm Carlsbad California 92008-1989 .(714) 438-5525 . , · _. • · AP~Llf;ANT T9 ·F!!-L IN INFQRMATJON WITHIN SHADE_D A"EA AND DECLARATIQN~, -. ,. I Ill z· 0 ~ a: C ..J irl 0 o · .. provisions ;of cp,ap~er _9, (commencing· with , . • • · · • · --· . · · • . : .. .. • . . , .· . • . , . , : a> '1-l. Section 7000),of Division :3.?1 the B~slne_!IS_,.. JOBAOORESS • . AV,ST.,,OATEOF APPl~yfON · BUS7/lllNES. LI El E #· ,· VALUA-TiON. : PERMIT NUMBER · := ~ a,n~ Professions. Code, and my license Is In , · · . · ' • • RO, -~/<'>'lf) //4-. . .. · ,_., . . · ~ l,L I!!:' ;_ 'J.~IPfprce and e(f,!l_ct. . • ____ . ' z F.20 , c!:,'"' . ./? -. 1/.-U A:I .... ,,.. . V ... /5> / r ' : . . /1· ~,, o· .f D-. .,_. . . .. ::: . . ·. . i::' Z· • Lie-. No, , Class . . ~ ' . . . .. c;_ ~ . C /~'-' . r' '/, . ·. I . i1 . . , ~ . 8: .. : . / ... --..... ., OWNER'SNA_ME •• :·.. • _·. . OWNER'SPHONE. .. _CONTRAC'!"Ofl ·:. 1 ./... . -coNTRA?TQRSPHONI';# .3?~.E .•• , _ .· ......... ~ ..• : g_ · C . 1 hereby a 11(1!1. that.J am exemp,t from t~e Contrac·. : . . . . -~ _ .. · · .""},;' · · E 1!?<'.~,t,jce~se,{aw·f~rthefol!owing'_reaso~(Sec.7931.5 ~~~L. -.,..,,. '$""6.L l2.3~ .... 57.5z ~ ~"'~~CJc.tnDAI .ea A.e:::;i-2.4'17 ... , .. · .. ;. <p --;mess.and Profe,s10ns CJ!d.e. AnY. ~1ty.or county_whlph re· _ l , .. . . . b . . . . . . . . , . .. . • · · SE N' . . . _ · .. ..c ••. • 1-'-res a permit to construct, alter, .improve, demolish, or j' OWNER!S MAIL.ING A DRESS. • . CONTRACTOR'S ADDRESS LlCEN 0. P[.JI.N_ 1.0. # .BLcDG USE CODE I repafr'a'ny structure,priorto Its issuance also requires the ap' ' .. • , _ , · . · • plicanflor'SIJCh,permlft(i'filea''signed,StatenJerit'thabheis 'j ,"?~~ p~ • _/ -t::,..,,,,..,~ ,,d/..£';? ..,..,,A.... ""-"" --• ·-,Lr,,-,d...,O • •• licensed pu'r)iuant tji t~.e ·proyi~l~n.s. qi,,the 9p'n\factor's. , G.,.~ ·~u,~ · '!:--,,A... ''J 1 f·eQD· 7 ~.:Ji"fi G-/ '...JC.-~~ L..T, L./ZJ:J/A.}~ ..,,..,.:;7, .. c;,.. '-· .. ··--· · .. ·. • ·• .. ' I License taw {Chapter 9.commencmg·.wIth Sect1on.7000·of !' L • . • 1 /\ t 1 ;~ · , , , . · , . . ... · :!2 0 (!) Division~ of the Bu_siness a]ld Ptitfess)on, Code) bi !halls 8)\.' 0 '; OT · BL';'CK SUBDIVISION ASSESS~PARCl;L o. , DESIGNER . LICENSE # STJ'.NDAR_!) P.LAN # BUIL_if.JulNG _so. FOOTAGE , emptth~refroJ]1and.the,basisJor-theaileged,exe111pt10~,. (',ny . ~(!>, .... ({) , ... ;2!!0 . . 0, /4 · · .. · · · · · -~-·- 1 7· --' violation of Section·7031.5<by.an applicant for a permit sub· · · · · · • . . . ! 1,'jects!he?pPli~nt'toa.clvii'penaltyofriotinorethanf1ve'.pun', ¼• OES~Tl•ONOFWO~K . • ·/ / :+2.4Pe~ ltlook ,,;I/A .. . . ' . ' . · ... : -~red d~il~r~ ($500). ·-'~--• --.. J ·. j' l . . . · • ......,.. • DESIGNER'S ADDRESS • F f • r;>~Sl~NER'~ PHON!= ' -· . • • . :...j . : .. .'Q I,as._own~rolthepr_operty,ormy_~rilP.i9yeeswithwages , ·f _ {./ ( ..t( .//L-!Z~ ff _.._ ,-. D . ~-~--?/Q.n . · 1 ffi . a~lheirso!~·compens?t10n"\'iliId_othe·wor~:anrne~1ruc-·, \.. ..... · -.. ~~-.• 4D L )b...1. .Fr.::.,){../ c./Al/.tkl ;;r,. .::>, , , ,tt;,../0--J . · O turels·notmtendedor;olferedlorsale(Sec.7044,~usmess 11 ~"'-' u~ .~ A-1. h-TO \V .. .. .. · ·, · NO · .. · · .-----.... .. .... .. -.... ... .J• '·and'Pr6feSslonsCode·TheContractor'sllcehse,icawdoes ,· /, • --F/P FLR!;LEV. . iGP_ EDU 10/''-/'. , 3, _ · .nof,-apply ·10 an ov,ne.r of.ploperty who ~uiids 'Qr' improve.s • • • · _ • _..... · '. ~TORIES _ · V · ; , _ ,_ ,y ,:,/.: G:· ·:t;: .. ' !!!, .there9,nandy,~o'doessuch.wo1khims~lf,qrthroug_hhlso1;m . I C'.-1...J'f72.b,..I 'f--1!:J).,t'O.t.J..,. -· ·· ·vD'ND ·•· .,. .•.. · ·:· .~1.,,. ·· · -•'' -· · · · · a:·· .. employees, provided that,such 1mprovemenls·are-not Intend· -• . . . . · Ill_.,__ -ed or olfered,f?r sale, If, ~owever,,the ~.uildlng or if!1prpye• ! 'CENSUS TR"A'C'T ..• GP· LAND USE. ··PARKING SPACE . RES UNITS 1· GRADING PER~IT ISSUED l REC>'EVELOPM'ENT 1fyfJ E occ LOAD • FIRE SPR ~ mentlssoidw1\~!n9neyearqf.com~ietlon,.th~owner·bulider :_ . .. •• . .. · • . .. AREA. . ' · ... , _ , :r . . _. . , • .-, will have the bur~ep-ol,provmg that' he did not build or Im-; , , , • . . . 0 prove for the purpose·of·sale). · · · -·· .• ... ' · • ·· ·· · YD N O vO NO . vO NO D · I, as ,;;.ner of the property, a~:e;cluslvely cont;actlng • ·• · · . . -.S'1'_. · · . · -· . . . · --' ~ . -withilcensedcontract~rstoconstructtheprol~ct(Sec. 7044, .. ·QTY.~-.. PLUMBING ·PE"Rlv1IT •. ISSUE . --, -;;.---, QTY. MECHANICAL ·PERMIT -'ISSUE ~ ~ Business and. Professions Code: The Contractor's License / · / .-. 1 .:;) ,-. Law does.not apply to an owqer of property who builds or Jm· .. · . .. .. ..... .. . . . • . . --,, ~ prQves·t~ereon,,andwhocortractsforeachprolects:,vit~a '-.\ EACHFIXJUREJRAP f~ (() I/' INSTALLFURN.DUCTS'UPT0100,000·BTU 7') .-BUILDINGPERMIT 01·00-00°8220 ...i,.~J'\ -. contractor(s) license· pursuant to the Cont(l\ctor's License . . · · · · . . . · .Law).. - · -• · • .. /·:·EA.CH·BU.tl::DING..SE.WE.R· --... . /.,. .. ff .. .. . OVER100,000.8JU. • SIGNPERMIT. . 01·00-00-8221 . ~g~~n~~fo~~:~:{:lamlinprovi~gmyhom~.~ndthefoilow· , -~fACH\'lA'TER H'~~f~~ ;N.D/OR VENT .. • .. BOILER/COMPRESSOR UP.TO 3 HP ; i · • PLAN CHE.CK 01,00-00-~806 ~lf....1. • JC. 1. The·work is ·being performed prior to sale. / · • • · -.-£ , . · · • · ' · • • • • • ···--· · .. • · • ·....:.. · ~ ·-• • · 2. I·have11vei1Ininy·hoinefortwelvemonths , EACHGASSY.STEM1T040UTLETS ,.~L BOILER/OOMPRESSOR3-15HP. .. • TOTALPLUM8ING 01-00-00-8222 ~J> -. rrior to. comp[etion of this work. . ... . . • . . ' l .,... .,,. . ;i. have not claimed this exemption during the EACH GAS SYSTEM 5 OR MORE • .. • .. , . ME.TAL F.J.REPL.A.CE ..... . ... .ELECTRICAL.. . ... 01.-.00-00-8223. . . .r .J i;., -· last three years. · · · · · · / 7 ·-. · , .·: ··;;. · ·• · ·.. · EAc;HINSTA~ .. ALTER;REPAIRWATERPIPE • , VENTFANSINGLEDUGT ~ -MECHANICAL 01-00-00-8224 -D I am exempt under Sec. · · , B & P.C. . · 1 . .::._ . .for this.reason · -. , -EACH VACUUM BREAKER • -_· . . : ·: -• 7'.-MECH EXHAUST -AOOD/ffUCTS •. V7_-~' M081LEHOME • • ·.. 01-00-00-8225 · • . - WATER SOFTNER ' . .... -• • • _ • REI.OCATION OF EA FURNACE/HEATE_R-• M08ILEHOME PARK INSP .. Not Valid Unless Machine Certified ' /:"<;~ SUMMARY/ACCOUNT NUMBER -... (' { · , »· · , . ,, · , · EACH ROOF O~AIN (INSiDE) : • : • snt AD n1.nn.nn,o~~~ D lhereby.alfirmthallhaveacertihcateofconsent ; · · _ · ' TOT."L MECHANic•·L • · · 1 7""i' rr~ ., to ~,11-insure,. or a certificate of ·workers·. -• . . . . -, -· · • -• --' .,. " • · STRONG MOTION· • 80=92'33-0519· -.. · --(.i'I· • .,.,--, Comperisation,lnsUrance, or a_cert1hed copy thereof , , , 11-"\ , (~.3800.labor .. Code\·, .. --'.~-. .-,,.ro1~1.!L~,Mfl!'I.~ .-I ~ . .-; . ' I '. /' FIRESPRINKLERS . 01-00-00-8227 • ~. -~dcvN9:_ • . . .. -. - • CiTY.:: I. -~E~!cTRl~~~~RMIT a ISSUE:. . ' . "7 ·r/:!--,: QTY. ' SOLAR -IS~UE . . PU8UC-FACILITIES F.E.L --32-00-00-.8J!23 I. . . . -I - I-"C0MPANY _____ ,__,_,,_,,... • • · A · ,r_,,.; -. ,: · · · .. .. · .. BRIDGEFEE-i . o·~PY .i•filed w:th ,th'lcity j . . . NEw.:coNST ;EA AMP/SWT/BKR-l.J,..nn 'fr_ / l)Q ~ COLJ.ECTORS . . • SCHOOL FEE -DISTRICT t . 0 Ce~ified.copy is hereby , ,. • t. . , ; • '1 PH .: . · -3 PH ,· · . . • ~~~RA~E TANKS . . , Carlsbad 80-92,21·0519 0 .. t:'ERTIFtC.-.rrc' OF EXEMPTION:FROM ~ · ; .E_x.l~T.8 LOG ~A -1¼'-'P./SWJJB KR --. . · · · .. ROCK STORAGE • -· -· • -Enci'nitas · .. .80-92-22-0519 •• . .. O . WO~KERS"COMPENS ... TION INSURANCE ,. · · ,.. -. ~ · · ··. · , . . ~ : . (Thlsj;~ction_nee,i'no) I>!! completed Uthe i!er!'1il_ '1 PH .. ... _ 3 PH . . , • ·• PUMP . , -.San·Dieauito 80-92-23-0519 . .. 1s for one hundred dollars,(S100)orless) : \, . , ~.. ". •· , -, -.... -· ,.... -.. • - · _ • , -~ .,~ .; •• -•· -.-. --. _, : .... ., • ~ --... --~' '' . . . •. R.EMOS.E:l'/AUl:R:. PER (}IRCUIT '' < • PLAN CHECK FEE . : !, ; .• ' . . . 0 San Mateos· .. ,-' ; . 80-92-24-0519 ; a: D !_certify thaUn the. pe,:iormance·of the work for . · -• · : '.:: · -" '. · . • · .• . · · · · · · ' · O w~1cMliis pennit ,s issued, I shall not-employ any · ·: TEMP.POl;E-.ZOO.AMPS"-,.. .. ·:!:.... • • • ·• •. .... . . , • .. • . ...-,,:, . . • ·\. _ . , _ .. _ •. • . ., 3' person· m-any manner ~ as to ~come subject to · · , . . -• , . .; · .the Wqrkers· Ci>mpensahpn Laws of qalifornia --• OVE.R 200 AMI!$. , . ' · • 1 ,. • • ½ It... ....!;)en\ ~,-r-, L ~ f ..:f 1 ~ ) , { ,• '\ f ~ ., • ' I • ,I f ~ . •' ' r ¥ • • ..... c:: <ll -~ C. ·a. ci::· .. ,_. i' ~ .!::, a.. .... 0 en en Q) en en <t I :: .Q CD >- .,; en Q) 0 e a.. <ll ai 0 § Q) 0 C <ll C ij: C Q) ~ (!) N01'.tC:ET.O,/\PPLl\;ANT:ll.~fterma_ki~,1th1~Cert1: ,. .• T.EMPOCCUPANCY(300AYS) .. ,._ .• _ , .·, . ' .,.-:. ·.·,~·, .• ~, · .. l·J,-" , .. ,\\·V ... · 1·-,--.:.-,.f"0'-;:;, . ..;:. -~·.· .... ·.··-···1-~·,··; f1cateof~Exemptiqn,you_shourd~comesu1?1ec1t!l 1 · ~ _,_ · . · .!, ... ,~.· -• , ~ • • \-_ ,·1• • ·_' •• :.1 ·\·;v,·, · t_"'_·,. ·:.' ~, ;_\ • ., .,.. c, •.. ~}-~ • • ,the Workers' qbmpensat10~.prov1s1ons of the L,-abor 1 , · . • . . • • • ~,... 1 • ...., ... -.... , --r" "-· :1;-, -Code,. you.must forth~1th comply v.:iJt)_suc.t, ~ ,--~ . · .., __ •. -·-· · ... ~ · -, · :_.. ·· · .,. ! ~ --~--.. ·· ---: ·' ····---~ _---·-· · ·· .9 ·'pro;/Jsionsorth,spemutshall~deemed'revoked·' ' ·rci'l'ALELECTRiCAL-' J· .-.. :~:· :' 'To···T,ALs·oL·AR 'l t·,\·-!'.!':.·~-"-":.' .n: f•,'.l.:-,': -, ,'.;A_;.,--1 •. 1·:1 : •. ,. __ ., ··7·.-:..A. ,~ OQ) _ -1. . • · _/ 1 , . • , , · · '. • TOTAl:"FBES PAYABLE' ..... (. ·· . ··./1'7; ~ · · C: -:.. ·,11•./ ::~~--'."-·· '<~i···. c-r. , · · -· ·.. -. ·-· -.. a·.· .. , ... -.. • •. 0~. ~ ... .. .... ··:, · .. . .. _. .. ·; . .. .... ·-. .'. .... . . .. . .. . . .. .. .. .. .. .. .. . .'... .L.. . · ' E t HA.YE CAREFULL y EXAMINEO tME COMPLETEO "APPLICATION AND PERMIT"· AND bo HEREBY Expinttioo. Every·permi_t is~ued by the Building Officiall!nderthe pr9vi~i<mso(this * AN ·OSHA PEM,IIT ts REQUIRED f'9'I EXCAVl,'TIONS OVER . . I CERTIFY UNDER PENALTY OF PERJURY iHAT ALL INFORMATION. HEREON INCLUDING. THE c;od&,~hall exp!re by Umitl!,bon 8nd·becom1t "'!11 l!nd·void, tf the building-or·work . ·5'1>" DEEP ANO bEMOl.lTION OR'CONSTROCTION OF • -. . . • · authorized by such permit Is not commenced within 180 days from the·date of s!.lch · · · · · , _,. « "'lOL ; a> DECLARATIONS ARE TRLJE AND CORRECT AND I ·FURTHER CERTIFY.-AND AGREE{F A Pl:RMIT IS, • permit, or if the building or work authorized by such permit is suspended ol\ -~ STRUC~S OVER 3 STOAIES 1N HEIGHT · ,, ; '=,"fr, ;::: ISSUED; TO COMPLY WITH ALL QITY1 COUNTY AND STAT!: LAWS GO:V{:RNlNG BlJII.QlNG CON· -abandoned at..nvtime after th• enced·for.a•oeriod-0f.180 davs. \ .. 7· · -•• ¥ .c :STRUQTION, WHETHER SPECIFJED'HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND .2:'ZT' · · / n ,.: · ' · -~fd APPJR VEED BY ·. ., .. ~ v·: , ~ ' . ·3: KE!:P HARMLESS THE cITY-OF CARLSBAD AGAINST ALL LiABJUTlES, JUDGMENTS, c;:osTs AND APPU ifs SIGN · e ,.. -OWNER=.· CONTf.lACto . _ . , ,ul .' f , . EXPENSESWHICH·MAYlNANYWAYACCRUEAGAINSTSAIDCtTYIN'CONSEQUENCEOFTHE . . "/ · · -_,...., ·· · -: •. · --·--·--.. _ ...... ,IT ....... · ~ GRANTING OF THIS PERMIT. . ., ~ l3Y PHONE . . : 0->-. ~ • -.L_,,1,.-· , I , ~ . . _ 1/--.. r ~~ '•' -i· ·, --r ~-/,,. l .. ~· ' ( > ·.1 '. .. I~ /' f, J', ; t/ ,. ' ;,! ·-t r, '* ' -INSPECTION TYPE DATE INSPECTOR BUILD_ING , .. FOUNDATION , REINFORCED STEEL ·MASONRY - GUNIT·E OR .GBOlJT "' FLOOR_ & CEILING SUB _FRAME SHEATHING ,.. .. fRAM~ J,4(4 ~ n·r.1. J.J EXTERIOR LATH l~SULATION l " r/,J~•l ~ "k'll. f .. ·-:., I • J "; mTERIOR LATH & DRYWALL -• PL~MBING:_ -- SEWER AND Bl,./CO .. ' . : - f//4~-G -· ~-· PLUMBfNG UNPE.RGROUNO PLUM8'9G TOP OUT - TUB ANP ~HOWER PAN . GAS TEST -·· '. " ELECTRICAL TEMPORARY POWER El,.ECTRIC UNDERG~. •, ROUGH ELECTRIC ' ,¾ ":' 1-~-li~ ~J- -&.ECTRIC SERVICE ,;r BONDING : G. F. I. -SMOKE DETECTOR . - MECHANICAL QUCT & PLEM., REF. PIPING . -""" --. ~ --I 'Jo • ' • ~ f -•• 'if ' ~ • HEAT:.... AIR CONQ. -SOLAR SYSTEMS ,,• VENTtt.ATING SYSTEMS -~ i: ' .. ; . ·~ ' CALL FOR FINAL INSPECT((!N tyHE~~ALL APPROPRIATE:· ITEMS ABOVE HAVE,, BEEN APPROVED. JOB SIT~ FINAL f>_l.UMBl_~<:i ELECTRICAL MECHANICAL GAS--_ BUILOING SPECIAL CONDITIONS ~.Df,PCCUPANCV ISSUED ' I I " {r ....._ . ..-. .... ' FIELD INSPECTION RECORD 'REQUIRED SPECIAL INSPECTIOl',(S .,. .. -~ ---- ' \ INSPECTION REQ. IF I INSPECTOR'S CHECKED APPROVAL _ ,j DATE: SOILS COMPLIANCE PRIOR ro FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI. . . PRESTRESSED CONCRETE POST TENSIONED CONCRETE ,rFft:tD JtiLD_l~J_• ~ , HIGH STRENGTH 80!,.TS SPEGIAL MASONRY,. \ PILEWCAISSONS ,._ Slll • I P-~1 ~I: I I I . ; !-, -;· .. ,_,':'"'", . .,________::___ • ,_.---i' ~ '·. ~ -,- t .~ <:' -~ fr-· ··1f d-Oo3 -___ ,· ' ' -~ ' , ~ . ('~~'" '~\. ~-,,_, ;._"'.~ \,· tir;:"' ;?' IN$P~CTOR'S NOTES ' ' .. p.J ' ~ .-·' t' --~ ' N~-"10 .. Lta2t \ .. ~c E;"\~ 0,-. <2:><\s.--n~ ,.,~.rz~-~~ t :·~~ -d .. ·~-• - , __ \ _k__ G,rze_~-.k~ ~!\·.~ \, ~ .. . ', -.. f r , • ', \ . .;.. ,. -. A,-,. . . ~ ... ----z --~ · - ¥\ + ""' t ' - ' .-', "' •. ~-"-<'( ... ,; t\ . ·-: •· < .. ,, ' .,J,. '. ·., ··-\ ,,' ,'" .. ), -·~ :,.,. -. Qity ~of Carlsbad · · .12.00 ELM, CARLSBAD, GA 92008 • TEL. (714) 438-5525 M:1$CJ;J.LAN EOUS RECEIPT '' Atldress City HOUSEMOVIN'G __ -'---'---'------'--+-------1 PARKS AND RECREATION-'F!:E~-~·--.. -~--~---+------1 ·.1 ;Ip , ' Tel. D PVBUC FACILITIE~ FEE~-----~---'--+----------1 1-.-S-tat~e~Lic-. ~----'----'-,-.....,..~---t--C-lty------,---11 :0 SCHOOL FEE· OISTRl(?T_· ---'----~--1·-· -.,,.._ ----t s. Classif. Lie: No. D ...,. ______ ~"""""-----..,.--------f , Carl'sbad~__;_,.---'---,---'--------+----~ COMPLETE FOR PLAN CHECK ONLY . ' LEGAL DESCRlf>.TIQN ASSE~SORS·PARQl;,L NO. ' D D D .Endinitas _---,----------'---'-+--------1 ,, ' San Qiego __ ~----'-----~-+---~---1 . ' ~ . San 'Mi!rcos.,_, ------~-,,----'--'----l---,------t D-~--'-----'---~------j--------1 n n I-------'----''------~---'-----'---.,.,._ . .,... -.nL.,..J_,~• --'--'-~------'-----,--'--'------t-------1 ·. (J ' .... .,,,,. '".:) ;::)5"'"""-""_ F'LAN ID NO. /') J ;;:) ::;; -:,,, -- DESIGN.ER lDJ?RESl:? " '' . __;_..---~~ PHONE --~: ' . · ·. _ .-\ "'\.. D.~------·~---------- .tJ ~----c-'--~--'--~-----+--------11 o. ______ --',-_-',------,-----'--------- o ______ ---''----~----------- TOTAL FEE *WARNiNG: PLAN·CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT'IN 180 DAYS ANQ NO BUILDING PERMIT IS ISSUED, FEE ARE ,FORFEFl"EQ TO THE CITY. . -~ .. -, •. COMIVIENTS: __ --'-,·-------'----------- .. Signatureof Appll~'du 1).//j',;-,: D.,:1f ~•--~---'----'-~-· ~------/ ¥i . -/ , /" • I · ~. . ~ L . ·-~ -....._.; \I , White..,,_ Applicant Yellow -·File Pini< -(1) Finance (2) Data Process Gold -ASSE;!SSOr Testing Engineers-San Diego 3467 Kurtz St., P.O. Box 80985, San Diego, CA 92138 . (619) 225-9641 2948 Industry Street, Suite B, Oceanside, CA 92054 (619) 758-3730 FORM 1 PAGE 1 JP LABORATORY NUMBER R37-7078 INSPECTION REPORT DATE 12/17/82 FILE: 3280-2 -Permit No. 82-335 INSPECTION oF Structural Steel Assembly - Welding Joe: Central Federal Savings & Loan FABRICATOR OR ERECTOR: Jordan Steel CONTRACTOR: Jaco Construction Co. 2520 El Camino Real ADDREss, Carlsbad, California SHOP __ _ FIELD __ XA--PLANT __ _ DATE .REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE 12/17 /82 REG. HRS. 8. Q O.T. HRS. REINSP. HRS. INSP,ECTOR William F. Gray DATE REG. HRS. 0.T. HRS. REINSP. HRS. INSPECTO~ DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR REPORTED TO: Structural Steel - Structural Pipe - Electrodes - Certified Welder - A36 A53 -Grade B E7018 Dennis Ware #3014 Inspected installation of new 3 1/2" pipe columns at three locations under existing W14" beam. Also install new stiffener plates where new columns connect to beams. Removed two existing 3 1/2" pipe columns and removed existing splice plates at end beam connections~ Install 7" X 16" X 1/2" plate between beani ends and weld 1/4" fillet all around both sides. j (1) Jaco,~ (1) Ga];ap'i'ch & Noble ~~ty of Carlsbad Building Inspec. Department TESTING EN<;;INEERS -SAN DIEGO REVIEWED BY. np William J. DeBerry, R.C.E. #34545 FORM I PAGE 1 JP I ln Testing Engineers-San Diego nau 3467 Kurtz St., P.O. Box 80985, San Diego, CA 92138 LJj JJ 2948 Industry Street, Suite B, Oceanside, CA 92054 (619) 225-9641 (619) 758-3730 LABORATORY NUMBER R37-7098 INSPECTION REPORT DATE 12/24/82 FILE: JOB: ADDRESS: DATE REG. HRS. 0.1. HRS. REINSP. HRS. INSPECTOR /13280-2 Permit f/82-335 Central Federal Savings & Loan 2520 El Camino Real Carlsbad, California Structural Steel: Pipe: Electrodes: Certified Welder: INSPECTION OF Structural Steel Assembly; Welding FABRICATOR oR EREcToR, Jordan Steel Co. ASTM A-36 ASTM A..,.53 AWS:-7018 CONTRACTOR: SHOP __ _ · Dennis Ware, #3014 Jaco Construction Co. FIELD_c;cXX.=;....._ PLANT __ _ DATE 12/Z0/82 REG. HRS. 4 • 0 Complete welding on stiffener plates at center line of building and approved same. 0. T. HRS. REINSP. HRS. INSPECTOR William F. Grav DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR Install new 14"x½"x16-" plate at end of existing Wl4" at south line of building, weld 3/16 fillet all around. Add 1 l211x20'.' Channel each sid~ of masonry wall with 20 3/4x10" bolts through wall and both channels. W~lded channels to :Wl4:.3/16 fillet one side· of each channel, approved as per detail 1/SS of structural drawings. lECEIVED CITY OF CARLSBAD Buifdlng Department j REPORTED TO: (1) Jaco .,?J:iic. (1) G7a;ich & Noble ~~)~ity of Carlsbad Bldg. Insp. Dept. ~ WJD:ss ~ ~-,..._ TESTING ENGINEERS -SAN DIEGO REVIEWED BY. FORM I PAGE I JP f v Testing Engineers-San Diego nou 3467 Kurtz St., P.O. Box 80985, San Diego, C~. 92138 (619) 225-9641 LJj J 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 758-3730 LABORATORY NUMBER R38-7651 INSPECTION REPORT OATE 1/22/83 FILE: 3280-2 -Permit No. 82335 INsPECTloN oF Bank Vault Welding · DA E REINSP. HRS. INSPECTOR DATE 1/22/83 REG. HRS. 0. T. HRS. 4 .·Q REINSP. HRS. iNSPECTOR Lewis Goetz DATE REG. HRS. 0. T. HRS. · REINSP. HRS. INSPECTOR DATE .REG. HR~. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR REPORTED TO: el AWS E7018 ASTM A36 FABRICATOR oR ERECTOR: R & R Welding CONTRACTOR: Jaco Construction SHOP_~_ FIELD X PLANT __ _ Certified Welder: J. Galde #7094 (LA) Observed fitup and welding of plate to plate, plate to beams, and door jamb to plate at bank vault per approved shop drawings -see sheet E-1. Note: Door jamb drawings were not applicable to door jamb used at site. D~tails are to be submitted to structural engineer for appro- val of as-built jamb. Visually inspected and accepted completed welding for compliance with design drawings and specifications. lECEIVED Jaco FEB 3 1983 CITY OF CARLSBAD Bulfdlng Department~ rapich & Noble Ci~y of Carlsbad Bldg. Inspec. Dept. TESTING ENGINEERS -S_AN DIEGO REVIEWED BY. np ~/4~ William J. DeBerry ~ If 345 45 r / I ' ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 122 SAN DIEGO, CA 92123 (T14) 560-1468 82-35-s af-« /( /?82- 1 _ -~ (/_-Se/~ 2S2u ·~l. C/h-rl1vtJo ~~ I I • I I ._,. CD\.\1+-3 @ 1-:s-Tlfl:=24-(06tJ. 1la.s ElvBLC-'-( G) ~L-f f 'vl:i, s,~-t-® ?OL,'-'1 ~-(c, (itp of QtarlifJab JURISDICTION: _______ DATE7//1. 'Q/ ./..~ l'ROJECT ADDRESS: {l!f(l'O t.iZ Cfl/J'JJ/[.t) =& TO: /lt(/??I cf}-Nr PLAN CORRECTION SHEET t·,tf' plans r~ccivcd by jurisdiction,...u;u,,:;.=-<,f-L.:.r::; :1-1te plans received by plan checker_,_.,(,¥.._,w--~ .... :>ate. 1n1tial plan check completed "7vff" y:i;fu rr1AEl'1<'AD: PLEASE READ f .:7 / -- r1 aa check is limited to technical requirements c~nta1ned in the Uniform Building 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 O~partment. You may have other corrections based on laws and ordinances enforced by the l'lanning Department, Engineering Department -~ ( or other departments. fllJ"( ~~i10~:'J CY¼'\,-1.. CA-~~ -:P fl n.~ '2 t..~ ~ rt \<t·-.,..~. S'S'Z 5 The items circled below need clarification, modification 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. ~-~ Please make all corrections 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 ju~isdiction,{ tc.:~/l.. ~IZe, 93:Jo cnss~,.:e -:PP, 1Sode /fl"Q,7S011 Dl':jf of= r -1""0 f3u,'L,,O/NCr 'eJ? . To facilitate rechecking, please identify,· next to each circled item·, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans, I __ , ~ICANT {]?"cITY COPY COPY D PLAN CHECKER COPY @oPQ J>I.AN ("IIITK ND. ------ OWNl::H --------DATE REC'D --------DATE CHECKED -------CHECJ<EO BY -------- - -,, ~ , ~ -, -,Tl m c; /~ ~,. ~~ ~P 5ou--H,,.-, W aR ()_ .Q, "--f0,,,,, r£ eJJ o +: -:H-, (? 45/4-#.,;. ~rl<~+ ,~ ,/'!.,. t::;'Af.JuJ ,~:,,= r~>re-a,poe C°Cll'Wlf?/1e, Lv 1,AA V 5°Gt:::, 3 '=:!c .d.. (q.) 7.:j_:_rl,f3C s=t': r.-~ r/VJ 3 ~o 4-( h J . r 5"1:,A:ju.,,J A-JA.:.-', ;;t...,. o 1.:::-.: : .. ~ c;j,z,z1 OC/.te. ~Sh-zt..1cfJoY1 . Se>P a /~o I L!f'i ///'aJ<.I/Lr-./ Fh?_l /91f/if//21JIJeD ~/ti/ cf PkxJfZ Cc;IA?/J1r77 .J~~ -/au ... e,'· -~4~e,,,,,c:{-5 c:;:o~. / 7h ct:eJ t-----ii-------------·---··-__________ ....,_,...._ --------t po-~~----------------··--------· ... -·-··---·--------1 ~----1~-----------··· ···-~·· -··. ---------:..-------------1 .,__.,_ _____________ ----------------------- ....-~---------------'"-------------------------1 .-~~------------··---------------------t ..,___,. _______________________________ -t •----1---14!!"---...._ 7_v_v _______ -=--tJ1-:£v14/,,,fs 3G -/4 '6i' ,. 0-?. 3 ··------------t ·-n-r ~ s-.to 7 a ~~-~~~~~~0-----------------------------~ 1=:-I r?5 ., .,__.___,,r-_-_-_4-z .. CZ).--·-" -·---~--~-:~:·:_:_ _________ ··-~···---------1 &. -·_.r, G,, 1----------··------------------t a -I ~ . _________ _ .... --------- 7':-/' ' ·----·----------------------t e· -1, z. 3 ----·---· -------------·----------------- ..__..._1-.._-__,1.:_ f .. J') --------·------------------------ s,. ~itp of <tarlsbab a, I. ) {YJ ll l TITLE 24-ENERGY REGULATIONS INFO SHEET rlim,~ ~\ Door heads, sills and jambs shall have seals, astragals or baffles. NON-RESIDENTIAL ~\ \ , ' The following is the minimum information for . each applicable division of the ene<gy regulation,~ for ordinary non-residential energy plan checks: Provide the following statement on the plans, signed by a licensed or registered architect, engineer, building designer, or contractor responsible for the preparation of the plans for each applicable division: "Division(sl.,,_-=----:::----.,..,.---=~of the California Energy Conservation Standards for Nonresidential Buildings have been reviewed and the building design described on this page (these pages) is in substantial conformance." Signature License# Date Note on the plans: "Prior to requesting final inspection, one copy of the Certificate of Compliance shall be executed and filed with the Building Department" (see attached) cf. ivision 4 -Building Envelope A. Two sets of architectural and structural plans showing: L Size,type and location of all walls, .,r-· roofs, floors, windows, skylights and doors that are a part of the building envelope. Typical X-sections of the walls, roofs and floors that illustrate the type of materials used, Location and type of insulation. The following note pertaining to air leakage: T20-1495. Air Leakage Requirements. For openable exterior windows (required steel fire-rated windows are exempt), the air infiltration and exfiltration rate shall not exceed 0.5 cfm linear foot of crack. All windows shall be certified and labeled and shall comply with ANSI Al34.l-1972 or NWMA IS-2. Fixed windows constructed on site shall be sealed to limit air infiltration. For exterior sliding glass doors, the air infiltration and exfiltration rate shall not exceed 0.75 cfm per linear foot of crack. All sliding glass doors shall be certified and labled as complying with ANSI Al34.2- 1972 or NWMA IS-3. For openable exterior doors (required steel fire-rated doors are exempt from these requirements), air infiltration shall be limited by following these const~uction requirements: III. Doors mounted on either the inside or outside of an exterior wall shall have a minimum one-inch lap at each jamb. (3) A continuous mounting angle, sealed, gasketed or weatherstripped shall be used with doors requiring vertical tracts or guides (e.g. rolling industrial doors). (4) A continuous seal or baffle shall be installed at each door jamb for doors mounted between jambs. (5) Meeting rails of sectional doors and meeting stiles or rails of bi-parting doors shall be provided with a seal, astragal or baffle. (6) A we~ther-tight astragal or closure shall be installed between double doors. (7) Weatherstripping shall be provided on swinging and revolving doors. J All open joints in the building exterior around conditioned spaces shall be sealed, caulked, gasketed, or weather- stripped to limit air leakage,...------...-. Two sets of compliance forms 1,2,and 3,...£ Division 5, 6 -HVAC System ..._. Two sets of mechanical plans showing: • Duct layout. Location, manufacturer, model number and capacity of the HVAC system components as well as thermostat locations. For each HVAC, indfcate on the plans its EER, COP, and/or combustion efficiency. Specify economizers using up to 1001 outdoor air when the cooling fan system is serving zones or aggregate of zones having greater than 134,000 btu/hr cooling capacity or more than 5,000 cfm. (dual-duct and multizone systems are exempted. The following notes: T20-1503. Temperature Control. (1) (2) ( 3) (4) All equipment shall be started or stopped from a time clock. A 6-hour by-pass switch shall allow operation of any AC unit from normal scheduled hours. All ther~ostats shall be of the automatic changeover type to sequence heating or cooling. Set point range shall be up to 10°F between full heating and cooling. Adjustable temperature differential shall be 1 1/2° F. All thermostat control limits shall be from 55°F to 85°F. Control shall have the capability of terminating all heating at a temperature no more than 70°F and of terminati,ng all cooling at a temperature not less than 78°F. ('I ~, At least one automatic space temperature control device shall be provided for: (~l each zone (not more than one floor of building shall be included in a zone), and (b) each separate HVAC system. ~-1505. Mechanical and Gravity ./ventilation. Each mechanical or gravity system or unit (supply and/or exhaust) shall be equipped with a means of providing air volume reduction and/or shut-off when ventilation is not required. On mechanical ventilation systems, automatic dampers interlocked and closed on fan shutdown shall be provided. On gravity ventilating systems, either automatic or readily accessible manually operated dampers in all openings to the outside other than combustion air openings shall be provided. T20-1508. Minimum Requirements of Insulation of Duct and Plenum (Supply and Return) • ~ Roof or Exterior of Building: Use /11/2" of 1.5 lb. density mineral fiber duct liner or 3" of 0.6 lb. density mineral fiber blanket-with approved vapor barrier. (C•0.16) All Other Locations Outside of the Conditioned Space: Use 1/2" of 1.5 lb. density mineral fiber duct liner or l" of 0.6 lb. density mineral fiber blanket. YT20-1509. Due~ Construction. All duct •.1ork shall be constructed, erected, and tested in accordance with the most restrictive of local regulations, procedures detailed in the ASHRAE Handbook of Fundamentals or the applicable standards adopted by the Sheet Metal and Air Conditioning Contractors National Association. T20-1517. Maintenance. Equipment which requires preventive maintenance for efficient operation shall be furnished with complete necessary maintenance information. Required routing maintenance actions shall be clearly stated and incorporated on an accessible label, which may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of product. At least one copy of this information shall be furnished by the manufacturer for the original owner upon request. B. Two sets of compliance forms 4 and 6. / Life Cycle Cost /tf an electric space heating system /-· is used and it is n2ll (a) supplementing a heating and/or cooling system by which at least 60% of the annual energy requirement is supplied by a device using a nondependable source of energy, or (b) supplementing a heat pump system, or (cl less than 10% of the capacity of the total heating system, a cost comparions will have to be performed. / Two,se~s of compliance form 8. ;V. Division 7 -Service Water Heating /show location, type, man~facturer, /' model number, and capacity of water heater. Specify any required tank insulation. Show the fol lc·,dng notes: T20-1521. All service hot water pipe runs greater than 12 feet shall be insulated according to the requirements set forth in Section T20-1507, Table 5-1 of the Nonresidential Energy Regulations, PIPE DIA. l" or less: 01·.705··"R=4.0(minJ/," 1.25 -6.0" T20-1523. Pump Operation. Circulating hot water systems shall be arranged so that the circulating pump(s) can be automatically turned off when the hot water system is not in operation. T20-1525. Showerheads and Faucets. The naximum flow rate of all new showerheads lavatory faucets, and sink faucets shall be certified not to exceed the values shown. S~o• ,erli.eads Lav.Faucets Sink Faucets Tn(st Pressure PSIGJ 20-45 45-80 20-80 20-80 Max.Flow) Rate(GPM 2.75 3.00 2.75 2.75 D. The water heater must be certified by the Energy Commission or be on the Energy Commission's approved list. v. Division 9 -Lighting ' /-hree sets of lighti~g plans showing: 1. Each room labeled with its intended use and numbered so each can be referenced to form 5. y' Location and type of all light 7 -fixtures. / A schedule that will identify each /J· type of light fixture, the number and type of bulbs in each fixture, and the total input wattage for each fixture (including ballast /losses where applicable). /· The following notes: T20-1541. Each area enclosed by ceiling-height partitions shall have independent control of the lighting within the area. T20-1542. For all areas larger than 100 square feet, and for which maximum connected lighting load of more than 1.0 watt per square foot is allowed by Table 9-1, the connected lighting load shall be so controlled that it may be reduced by at least one-half in a uniform pattern. B Two sets of compliance form 5. A complete set of energy plans will demon- strate the compliance of a project to all of the requirements of the energy regulations. The above list only covers the minimum requirements; some requirements have not been included. To insure compliance, the energy regulations should be reviewed for each individual project. Dato,~ :J.. Jurisdiction ~:::.84.D VALUATION AND PLAN CHECK FEE CJ Bldg. Dept. [J Esgil PLAN ECK NO, 82-33S-f]_ /} BUILDING ADDRESS ,;2S-s2<) Gi, Cnrn1/U:J /q?~ APPLicANT/coNTAcT . ..:7k G1slf PHONE No. ~:3:-f ;;218L BUILDING OCCUPANCY p .-2-DESIGNER PHONE A/# 43/(#e TYPE OF CONSTRUCTION V-tJ CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER -/ /CJA4/J~ .L./~h7-f-"'~ lJ-t t/J ~ -;::::.. /::J'lo/V , I µ / C Res. Baths (over 3} @ 2,200 Res .Fireplaces ( °'2er • @ 1,760 Air Conditionin~ / Commercial ~/~/./S-@ 2.80J ~ ,¥/;}~ - 2.-46 ..,., , Residential ca Res. or Comm. Fire Snrinklers @ 1.50 Total Value /L/-/ /3~ i , 8/4/82 . ..- ... --~ECEIVED . INTERDEPARTMENTAL INFORM8.IlON SHEET SEP 161982 . <,~UILDING DEPARTMENT _ ._(?/l . (: . .~ ?ffifj'Q£.£8ill.Sl3AQ r ·J3UILPING ADDRESS: d~ c2JJ a ,0 ~ £-.e_~}!!Jding Department A. P. N~ . C·.'f: ---------------- :.W·t * * * i: i: * t; **** *** i; * ** ** * * * ** * * * * * * * * *** * * **_*.**1: ** *** *** ** * * ** * ** '" ** ;~ * * * * j: SCHOOL. FEES: SAN DIEGUITO SAN MARCOS ~_.::;__...::;p,,___ ----------- ENCINITAS _ CARLSBAD --,---------------- ·UN ITS REQ' D: PROVIDED: ~ % COVERAGE· A-LL_O_W_E_D _: --------. l?ROVID'--ED-:-=-:=....a.·-.·=u.· _. _ __,,_..\: 1 b:_-=· ==·=. ====== PARKING SP ACES REQ' D: PROVIDED : _ ----------T"T-~------ B U i L DING HEIGHT REQ' D: PROVIDED: -----------,---------- FRO.NT SETBACK ALMWED: . . ~11 .. · PROVIDED·: --. _. INTRUSIONS:. . SIDE SETBACK ' REAR SETBACK f~ 01 .:. : ·:·RH"~ DEVEL.0Pi1E.NT· .... APPJ~WV.~L REQ ID; :· ·tJ A LANDSCAPE & IRRIGATION PLAN COMMENTS: NA. r--· ) I f _,a___ ____ ---'--,----------: ENVIRONMENTAL PR~TECT I ON REQ: _.t ...... ·"'-· ....... k_~_\\:_~_-f_· ~--,----------- _ _,_-·~ ADDITIONAL COMMENTS: f/lH<.h, cfgj;;,J,, ~ k,;J,t4{?. A-?f:" t(,d ~ ~· · rfl1 Ji1JA1hK1 -. . • . . . . . . OK TO ISSUE~fl 'DATE:== O.K TO FINAL:CJt--. DATE:~sk ;!NEERiNG*~EPARiMEN~*™~*SWZ::fa*~** R.O. W: · · IMPROVEMENTS:. . . PUBLIC FACILITIES FEE~· SEWE~ CONNECTION: ------------------ DRIVEWAY LOCAT_ION (S) : -----------------------· ~-----. --- GRADING PERMIT: ------------------,---------------------EASEMENTS: ________________ DRAINAGE: . LEGAL DESCRIPTION: W:u.£l'f:'3 f/U !:!l, kn,,..e-y-~-Q-?-· ------- _ADDITIONAL COMMENTS: , . :0 · _ *_CHECK IF E~INEERING_ INS_~REQ'D. ON FINAL: 'OK TO ISSUI)~~< DATE: . ~ V PWI: ., · OK TO FINAL: J/!l.i- 'JATE: · , * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE PINAL lNSPECTION. . ·.i J. 4. ~; h A(.,_'-Cr t"r "" @ L/,,t//..E @) X page /· of 7 ;o rn ('") rn __, c:::: rn 0 v,·, rr -c N (D /f l'E rr.11t C .e, ~/:_ /./c t-v Af A .r . -4 f;> ~4~ t'/7" ~Q 1/,E i-J . : /"";1 E-~~ ~~ //',LJV.LT 5, ?~ t/1z:?c:.., ,(/;'ft.-/ ::D~~ C,-r,?41 ~1/ Lr,./t:: (d_) -1¢1'{ ~--: CD'f,, ~ {2) (#ET. e:--rijr: _ S-7'L-CDu,? 6 . /f 4-M t> J/~ P~f'1 t:'r ~ :r ,s ;-: qA s-.. A.14 '--~ ~ £,: I' r-,/· /.S.. ~\ ( A,(; r (!!. : c ?, 1 s -r; 4.Joc O "l~i.J r 1 E P ,'f'r:;c,r r li1' A/ 4 '/'D ,1~M~/ri/, '· ! .• ''r ., ( ./ \ w ,,.. ,. 0. w j) -- w -: '-,1 w· I,.. '2. T t~' L , .. T} 10 ,O L ,~,Vi-, Nr.:w ~ ~~M,A1,.J ~S' I x & z ir/ A--" pr j ""t, _;ii' ) -:::- 9 tre «1/ t... ,~ -; .; [ )(_ 1'2 rl -= ..+ Z..o •/L ~ ·1 pag£,. of I I (.; <[)--..., I ' ) .JW Li1s~\V/:. t!~ IS j' · C~ ENGIN££fUHG AND PLANHING tnO. Zf> "2 ., 0 7 fJ ·":J,..l:f" ~~ ~ 1717 Ket1ne1 Bi.a Su,!e 210 ate AH::=.~ ('1'Y"r'\ · So D1a90 Ca11to1n,1 i2101 l'Vll(2I ~ '-",A t,,A, 1..!.!!..! ~!3-~6.U ·-. --by ~;) ~ t.. -6... r:"-r l-, @.. ® @ ~"-.I Tt (.... • v'< i;.A l. . ---<;, 'S . 1,, ~.... (_ / .. 2 ) . l pas; of /4 , ~·t fr f L-~ ~ "'e. 0:-ka. I~ \1€-e.-r ~·"'t 5"' ' "2 l -I I c;;-b ~ I!:, D,-i:> 4-/t1.,fi~ 'At 3/'3r/1i . '. ··.-.... ~ . . ·. t '-;-lj·-'-'' -~.·· .. t:\ PO 1-.\~~ 4 f\ ~ '--.J(~~ 3 I 4 >-f:'"c...l,, :at \ Lo w/ 4 . ~14-•1 W\ -e. > . . ~ _: ., f • .. •• f .:;;; b 11 HLl., i; j .5 t;: A -st o,:: rEA ft '.· .:. '.: ?ovlf/ .. /4 t5 we:~z:, //cEw/i·-r~ . ' Jd r: C>-. :."".• . ~ ,, ? , I ..;/ It ~. All~Ccip. . -. fHGIHEfAIHG AHO PLAHNIHG 1717 Kettner Blvd. Sutt• 2,0 Sen Diego Callfornta 92101 _1714 I 233-4644 I -~ .. s; A 1 ,..} ::"-( ,i? . ' ) 1,.,, j\..- 1-:=->< 1(-1...-, _ 1, - j no. 8'2. o 70 date by~/ Y\ (_ w Page A-- of _. ~· ·' .. ~: -i' ' _J ... •• :,- ,. .-··;._: ..... .. ,,· .;-, ...... , ·-"~ .!':.~' •;, ·;·-~, ..... . , . . ·~ ;: .. . ~ . : .-· .,. . ,. . . . ·i " . · · ·i . , ,> • • i ~ . , ~~q . :' .. ,. ·.:."': e . -:----.... / .. :: . ... : -:: ,. ;·- ·~ r, . ... : .• · .. :-,-:· • -. "'1 ."!: ... -;-;: ..... ~;;'.._,.,.. ,,, .... _ ....... . . ':"" , :: ...... t . ·:,._ \. -·. ye:@ v~·@ ..$~ . ,,,.....,. ·-----~ ,· _--rg/74- ·= @£!!:}) 'Z'8,74 :ac ~B-:¾_. ... _·_$,-"'f Z :k. . . . "."4.,. . -- 6'1'.JJ ~ ·.k ~~ ~ -('~f_,,,/., ·K. '2 .-.·. ~ = . . -· •J "':-., ,_,_ (S.: (£ e ~: ® -- fHGINEfAIHG .AHO PLANNING 1717 Kettner Blvd. Suite 2,0 Sin Diego C1llfornr1 11210, 111• 1 233-'6.U 1J. ->½ I tJ<C, V 1-Z,. . ·~ qly; ' • &x~~l"Z... It I . I 6 >< II >' 1-Z.. - fo. ate byd)+-o C, cl1 j page L"Z,.-- of Ks, 1-'...r_ I · t~vf r 0\ VJ.U I/ 1)-\ ~½U{ , -:. 0,0C) 3 kr, -zr : 17x 1,. '33 -c-Zt,Ce ~,: > k!?D v,t!. y4. '-v,£ r -~k,_ '1"..,,l .. JJ, o & x rz .. ';' ~ e y '7... ., ,1t. ,....... k.., /3-J. I 4~~ /,,44,--x-t.6xlo4--= o. B 7 ~ ~ tr !,, /e , 8 &_) . ,. EHGIHEEFIIHG I.HD PLANNING SO. S 2 _ ~ 7 U 1717 Kettner llvd. Suitt 210 afe . San D1e90 California 82101 1_7!4 I ~~3_-46'4 ____ -·· 1 by ~ ( t' ( (._/-) l page L3 of · · . 7 • •• ' 1."' .. ' .. ~ .... l J t J J J ... J -A (·: •. t (' ···i .. ;..· ---·---- --. .. .. -.. . . ----=-. .. -:..-. . -----------.. -: -- April 22, 1974 S 121-1, S638 Alexander Hoogen Development Company 777 Silver ·Spur Rood Rolling Hills Estates, C::olifornio 90274 Attention: Mr. Bernie Svalstad RE: Gentlemen: FOUNDATION INVESTIGATION CARLSBAD SHOPP I NG CENTER CARLSBAD, CALIFORNIA -:. ... : :.. . :. In accordance with your request, we hove performed. a foundation investigation for the subject project. The accompanying report presents the results of our field investigation, laboratory tests, and engineering analysis. The soil and foundation conditions are dis- cussed and .recommendations for the soil and foundation engineering aspects of the project are presented. We refer you to the text of the repo~t for detailed recommendations. If you have any questions concerning our findings, please call. RP:rcs Addressee (5) Very truly yours, LOWNEY /KALDVEER ASSOCIATES ~/Jiff5:.- Robert Prater cc: Maxwell Starkman AIA & Associates (2) Rick Engineering Company Attrr: Mr. Richard Slater (3) Von's Markets Attn: Mr. Barney Sheridan (1) PALO AL TO / OAKLAND / t,IONTEREY / SAN DIEGO ,, .,. . t t j J J j j . J ' l I . t ~, t J (, •· . .. c.: FOUNDATION INVESTIGATION For CARLSBAD SHOPPING CENTER CARLSBAD, CALIFORNIA To ALEXANDER HAAGEN DEVELOPMENT COMPANY 777 Silver Spur Road Rolling Hills Estates, Californi·a April 1973 l j~ j i J J J J ! A ~ j t t I t l I t ,, Letter of Transmittal TITLE PAGE TABLE OF CONTENTS INTRODUCTION SCOPE SITE INVESTIGATION · A. Surface B. Subsurface C. Groundwater D. Seismicity (. TABLE OF CONTENTS CONCLUSIONS AND RECOMMENDATIONS A. EARTHWORK 1. Site Clearing and Stripping 2. Subgrade Preparation 3. Excavation 4. Materials for Fill 5. Expansive Soils 6. Compaction 7. Slopes 8. Trench Backfill 9. Drainage 10. Construction Observation B. FOUNDATIONS 1. Footings 2. Building Floor Slobs . 3. Retaining Walls ·· 4. Lateral Loads C. PAVEMENTS- 1. Flexible Pavements Tobie 1 -Recommended Pavement Design Alternatives for R-Value 5 Material 2. Concrete Pavements for Truck Loading Areas FIGURE 1 -SITE PLAN APPENDIX A -FIELD INVESTIGATION Key to Exploratory Boring Logs Exploratory Boring Logs • APPENDIX B -LABORATORY INVESTIGATION Figure B-1 -Plasticity Chart and Dato Figure B-2 -Compaction Test Results Tobie B-1 -Results of Swell Tests Table B-2 -~esults of Dry Density Tests APPENDIX C -GUIDE SPECIFICATIONS -SITE EARTHWORK I Page No. 1 1 1 . 1 2 2 2 3 4 4 4 4 4 5 5 5 5 6 6 6 6 7 7 7 8 8 8 9 A-1 B-1 C-1 J, . f f j J J J J t t I .I J f I .o \\ INTRODUCTION ( FOUNDATION INVESTIGATION FOR CARLSBAD SHOPPING CENTER CARLSBAD, CALIFORNIA In this report we present the results of our foundation investigation for the proposed Carlsbad Shopping Cent-er to be foeatt!d <>n the east side of E~ Camino Real between Haymer Drjve and Mar-rem Road in Carlsbad, California. The purpose of this investigaflon was to evaluate the f~undation materials and to provide recommendations concerning the soil, foundation, and geological engineering aspects of the project. As presently planned and as shown on the Site Plan, Figure 1, the proposed shopping center will consist of a hardware, market, drugstore, bank, and seven other commercial and shop buildings. The larger buildings will probably be one and two-story, masonry block and/or concrete tilt-up structures with slab-on-grade floors. Loads will be typical for this type of relatively light construction and will probably not exceed about 3.5 kips per lineal foot for perimeter walls and 60 kips for interior columns. Loading docks will be provided at the rear of the market and drugstore. Paved parking will be provided for 825 cars. Site earthwork will consist of cuts up to about 50 feet high i~ the eastern portion of the site and fills up to about 10 feet deep in the western portion. · Elevations referred to in this report are based upon those shown on the grading study prepared by Rick Engineering Company, dated December 12, 1973. · SCOPE The scope of work performed in this investigation included a site reconnaissance, subsurface exploration,· laboratory testing, engineering analyses of the field and laboratory data and the preparation of this report. The data obtained and the analyses performed were for the purpose of providing design and <?~onstruction criteria for site earthwork, building foundations, slab-on- grade floors, retaining walls, and on-site pavements. ·, SITE INVESTIGATION A subsurface investigation was performed at the site on April 12, 1974 using a truck-mounted, continuous Hight auger to investigate and sample the subsurface soils. Twelve exploratory borings were drilled at the approximate locations shown on the site plan to a maximum depth of 30 feet. Logs of the borings and details regarding the site investigation are included in Appendix A. Detai Is regarding the laboratory testing are presented in Appendix B. A. Surface The site is irregular in shape with a plan area of approximately 15 acres. The western portion of the site is relatively flat and low-lying with ground surface elevations ranging from about lawney-Haldvur llssatlatH ·.I t)I 'C' It ', j i t I t I I I t I i I I I I ·I ' • \' (. S121-1, Page 2 .. I / Elev. 25 to Elev. 40 feet. The ground surface in the eastern portion of the proposed develop- ment rises steeply to about Elev. 100. A knob of high ground measuring approximately 350 feet long, 100 feet wide and 40 feet high is located at. the south end of the site adjacent to Morron Road. Although the shape and topography of the knob suggests the possibi I ity of"it being a stockpile of fill, based on our detailed examination of an old topography may and cut-slopes on both sides of Marron Road, it is our opinion that the knob is part of a hil I that was partially removed by the excavation for Marron Road. An inoperative well was noted at the southwest corner·of the site at the approximate location indicated on the site plan. The site is presently vacant and surface vegetation consists of a moderate to heavy growth of grass and weeds. B. Subsurface The soils encount~red in the. exploratory borings consisted predominantly of 'i~terbedded layers of ~edium dense to dense sands, silty sands and clayey sands, and stiff to very stiff sandy and silty clays to the maximum depth explored of 30 feet. Loose sands were, however, encountered to a depth of 2 feet in Boring 8 and firm sandy clay/clayey sand was encountered between depths of 2 and 6 feet in Boring 11. We II compacted fi 11 was encountered in Boring 9 to a depth of 7 feet and was probably placed in connection with the earthwork operations for the existing service station at the corner of Marron Road and El Camino Real. The sandy clays and clayey sands have a low to moderate potential for expansion and on the basis of a labora- tory R(resistance)-volue test, they exhibit poor subgrade characteristics with regard to pave- ment design. The silty clays encountered in Boring 3 between a depth of 3 and 8 feet have a moderate to high potential for expansion. The attached boring logs and related information depict subsurface conditions only at the specific locations shown on the site plan and on the particular dote designated on the logs. Subsurface conditions at other locations may differ from conditions occurring at these boring localions. . Also, the passage of time may result in changes. in the subsurface conditions due to environmental changes. ..' C. Groundwater Free groundwater was encountered in Borings 1, 8, 10, and 11 at depths ranging from 5.5 to 9 feet (approximately Elev. 20.5 to Elev. 25). Slotted plasfic piezometer pipes were installed in Borings l and 10 to al low odditionel water level readings. The depths to groundwater and times of measurement are recorded on the boring logs. It must be noted that fluctuations in the groundwater level may occur due to variations in rainfall and other possible factors. D. Seismicity Based on available published in.formation there ore no faults known to exist at the site and the nearest known major active faults are the Elsinore and San Jacinto Fault Zones, located approximately 24 and 46 miles northeast of the site, respectively. Although research on earthquake prediction has greatly increased in recent years, seismologists have not yet reached the point where they can predict when and where an earthquake will occur • lawnev·Haldueer Auollotes t .,, '"" i I .I I I J t t I I I I I I I I- I t ,, ( c- S121-1, Page3 ,/ Nevertheless, on the basis of current technology, it is reasonable to assume that the proposed development will be subjected to at least one moderate earthquake during its design life. During such.an earthquake, the danger from fault offset through the site is remote, but strong ground shaking is I ikely to occur • CONCLUSIONS AND RECOMMENDATIONS From a soil and foundation engineering standpoint, the sit~ is suitable for the proposed develop- ment provided the conclusions and recommendations presented in this report are incorporated ·into the design <md construction of the profec-t. The opinions,-conclusiOl'ls and recommendations pr.esented in this report are contingent upon Lowney/Kaldveer Associates being retained to 1) review the final plans and specifications, and 2) observe' site earthwork and the instal lotion of foundations. The primary features of concern at the site are 1) the presence of potentially expansive silty clays, sandy clays, and clayey sands, and ~) the,poor subgrade quality of these same soils with regard to pavement design. Where these materials are exposed at or near the finish sub- grade level of building pads, the proposed building floors could be subject to damage due to heave of the expansive soils. Therefore, on those building pads where such a condition exists, · it will be necessary to overexcavate the potentiarly expansive soils and replace them with a layer -of non-expansive fi 11 ~ , Because of the poor subgrade quality of the above described soils, heavy pavement sections will be required where these soils are exposed at the finish subgrade surface. We anticipate that much of the material from the higher cut areas will be sands of substantially better sub- grade quality. Since most of the pavements will be in fill areas, the earthwork operations should · be carried out" so as to provide the better quality sandy soils at the finis~ subgrade surface in fill areas. A detailed evaluation of the pavement design requirements should therefore b~ made upon completion of the earthwork operations. Also considered. in our analyses was th~ presence of the loose silty sands in the vicinity of Boring 8 and the firm sandy days/clayey sands encountered between depths of 2 and 6 feet in Boring 11. These materJals wil I undergo settlement due to the weight of the proposed fil I and building loads. Total settlements are ·estimated to be on the order of 2 .5 inches in the vicinity of Boring 11 and 1 inch in the vicinity of Boring 8. Because of the high sand content of these materials, however, most of this settlement will occur rapidly and should be essentially· complete by the end of building construction. Post-construction settlements of the buildings, therefore, are expected to be within tolerable limits. Groundwater is not expected to be a major problem with respect to the proposed development. The highest groundwater level was found to be well below the proposed finished site grades and is not expected to rise significantly provided that adeqvate control of surface water run- off is maintained. Depending 6n the depth of pipeline trenches, groundwater may be encountered in the trenches during construction. Detailed earthwork and foundation rec;:ommendations for use in design are presented in the follow- ing paragraphs. lDwney-Haldunr RstollatH I J j J f I I ' ' • • • ,, (· ( S 121-1, Page 4 A. EARTHWORK · l. Site Clearing and Stripping The site should be cleared of all obstructions and miscellaneous debris .. Holes resulting from ·the removal of buried obstructions that extend below the proposed finished site grades should be cleared and backfilled with suitable material compacted to the requirements given below under Item A .6., 11Compacflon 11 • After dearing, the site shouJd be .stripped to a sufficient depth to remove all surface vegeta- tion and organic laden topsoil. At the time of our field investigation, we estimated that a stripping depth of approximately 3 inches would be-required. The actual stripping depth should, however, be determined in the field by the soil engineer at the time of construction. The cleared and stripped materials should be removed from the site. Alternatively, stripped top- soil may be stockpiled for later use in landscaping, if desired. · 2. Subgrode Preparation After the site has been cleared and any necessary excavations mode, the exposed soils in all areas to receive structural fill should be scarified to a minimum depth of 6 inches, moisture conditioned and compacted to the requirements given be.low under Item A.6., "Compaction". 3. Excavation Based on the results of our exploratory borings and our experiences with similar materials, it is our opinion that the on-site soils can be excavated utilizing ordinary heavy earthmoving equipment. Some heavy ripping could, however, be required in the deeper cut areas of the site where very dense materials moy be encountered. · Because of-the granular nature of much of the subsurface soils, temporary trench excavations are likely to experience coving especiplJy where the trenches extend below the free groundwater level. 4. Materials for Fill All existing on-site soils below the stripped fayer with an organic content of less than 3,percent by volume are suitable for reuse as fill. The use of potentially expansive soils should, however, conform to the requirements of Item A .5., "Expansive Soils". In general, we anticipate that most of the potentially expansive soils will be token from the cuts in lower portions of the site. sa.y bel~w Elev. 50. Substantial quantities of low expansion potential sandy soils are contained in the higher cut areas immediately east of the main buildings. Problems associated with the expansion potential and poor pavement subgrade quality of the clayey soils can therefore be minimized by first using the material from the lower cut areas as fill in the western portion of the site and then capping the fills with the more sandy"soils from the higher cut areas • Fill material should not contain rocks or lumps greater than 6 inches in largest dimension with not more than 15 percent larger than 2.5 inches. Any required import fill should be a non- • lowney•Kaldunr AuodotH J ~ J t t J J J J J t t I I I. I I I ,, ( ( S121-1, Page 5 / . expansive granular material with a plasticity index of 12 or less. All material for use as fill should be approved by the soils engineer. 5. Expansive Soils Potentiaily expansive clayey soils taken from the required site excavations should be used as fill only up to within _12 inches of the design subgrade elevations of building pads. The pads should be capped with a 12-inch minimum thickness of compacted low expansion potential sandy soil. In .cut areas where expansive soils are encountered at the finish subgrade level on bu(lding pads, the expansive soils should be removed from within the build"ing area to depths of between 6 and 12 inches depending on the expansiveness of the soil and replaced with compacted non- expansive soil. The determination as to the expansion· potential of the subgrade soils should be made in the field during construction by the soils engineer. 6. Compaction All structural fill should be compacted to a minimum degree of compaction of 90 percent based upon ASTM Test Designation D1557-70. Fill material should be spread and compacted in lifts .. not exceeding 8 inches in uncompacted thickness. We ·estimate that the on-site materials will be subject to a 0 to 5 percent shrinkage _due to compaction •. 7. Slopes Proposed cut slopes up to 60 feet high should be constructed to an inclination no steeper than 1-3/4 horizontal to 1 vertical. Fill slopes up to 15 feet high may be constructed to an inclina- tion no steeper than 1-1/2 to 1 • · It is essential that our representative in,spect the materials exposed in the proposed cuts during the excavation work to check for any signs of potentially unstable areas and to verify that the materials encountered throughout the excavations correspond to those anticipated from our exploratory borings. · .,., Fil I slopes should be constructed so as to assure that the minimum required degree of compaction is obtained out to the finished slope surface. This may be accomplished by 11backrolling'11 the slopes with sheepsfoot rollers or other suitable equipment in 3 to 5 foot vertical increments as the fill is raised. · The project plans and specifications should contain all necessary design feastures and construc- tion requirements to prevent erosion of the on-site soils both during and after construction. 8. Trench Backfill Pipeline trenches should be backfilled with compacted structural fill. Backfill material should . be placed in lifts not exceeding 8 inches in uncompacted thickness and compacted by mechanical Lowney•Haldvur llna,1ates I ·, f J J .I I 1··· J I t I I ,, ( S121-l, Page 6 means to a minimum degree of compaction of 85 percent. In all building and pavement areas, the upper 3 feet of trench backfill should be compacted to a minimum degree of comp.action of 90 percent. Trench excavations extending below approximately Elev. 20 may encounter freegroundwaterwhich · would necessitate dewatering of the trenches during the pipeline i.nstallation and subsequent backfi II i ng operations. · 9. Drainage Positive surface gradients should be provided adjacent to buildings so as to direct surface water away from foundations and slabs toward suitable discharge facilities. Ponding of surface water should not be allowed adjacent to structures or on pavements. 10. Construction Observation Variations in subsurface conditions are possible and may be encountered during construction. In order to permit correlati.on betwe.en the pre I iminary subsurface data and the actual subsurface conditions encountered during construction and to assure conformance with the plans and speci- fications, ·it is essential that we be retained to observe the site preparation, selection of satis-.. ' factory fill materials, and placement and compaction of the fill.s. Sufficient notification is necessary to assure that our work will coincide with the construction schedule. All earthwork should be performed in accordance with the Guide Specifications -Site Earth- work presented in Appendix C. It should be pointed out, however, that these specifications are only general in nature and that the actual job specifications should also incorporate all requirements contained in the text of this report. B. 1. FOUNDATIONS Footings . We recom_n:i_end that t~e proposed bu}ldings be supported on conventional, individual spread cind/of co·ntinuous· perimeter footingi bearing in· undisturbed natural soil and/or compcctea fill~ Footings should be founded at least 16 inches below rough pad grade or 20 inches below lowest adjacent ·finished grade, whichever is deeper. These d~pths take into account the expansion potential of soils that are likely to be exposed at the footing bearing level in some buildings. Footings located adjacent to utility trenches should have their bearing surfaces below on imag- inary 1-1/2. horizontal to 1 vertical plane projected upward from the edge of the trench bottom. At the above. depths footings may be designed for allowable bearing pressures of 3,000 pounds per square foot for dead loads and 4, poo pounds per square foot for combined deed and Ii ve loads with a one-third increase for all loads, including wind or seismic. The footings should, however, have a minimum width of 12 inches. ' All continuous footings should be reinforced with top and bottom reinforcement to provide structural continuity and to permit spanning of local irregularities. Any visible cracks in lawney•Kaldu1m Auatlatet I .. 't. ~ t I I I ·1 I I 1. I· I I I I .I I I I- t ., C C S121-1, Page 7 the bottoms of footing excavations should be closed by soaking prior to placement of con-:- crete. To assure that footings are founded in material of sufficient bearing capacity, it is essential that we inspect all footing excavations prior t~ placing reinforcing steel or concrete. 2. Building Floor Slabs Building floor slabs may be supported on undisturbed natural soils and/or compacted fill pro- vided the supporting soils possess a low potential for expansion. Detailed recommendations regarding treatment of expansiv~ so.ils with regard to building floor slabs is presented above in Item A.5., 11Expansive Soils". Just prior to construction ·of slabs,' the subgrade surfac·es should be proof-rolled to provide a smooth,_ firm surface for slab support. In a_reas where moisture-sensitive floor coverings such as vinyl or asbestos tile is uti!ized, 4 inches of free draining, rounded grovel such as 3/8-inch pea gravel should be placed beneath floor slabs to serve as a capillary barrier between the subgrade soil. and the slab. In order to m'inimize vapor transmission, an impermeable membrane should be placed over : the gravel. The membrane should be covered with 2 inches of sand to protect it during construction. The sand should be lightly moisten~d just prior to placing the concrete. The sand and gravel layers may be consider~d to be non-expansive fil I. 3. Retaining Walls Retaining walls for truck loading docks must be designed to resist lateral earth pressures and any additional lateral loads caused by surcharge loads on the adjoining slab surface. We recommend that walls be designed for an equivaient fluid pressure of 35 pounds per cubic foot plus an additional lateral uniform pressure of 8H pounds per square foot where H = the height of backfill above the top of the wall footing in feet. Wherever walls will be subjected to sur- charge loads, -they should be designed for an additional uniform lateral pressure equal to one- half the anticipated surcharge pressure. · The preceding design pressures assume that retaining wal Is are restrained from movement at the top and that there is sufficient drainage behind the walls to prevent the buildup of hydrostatic pressures from surface water infiltration. Adequate drainage may be provided by means of weep holes with permeable material installed behind walls or by means of a system of subdrcins. ,., Backfill pieced behind the walls should be compacted to a minimum degree of compaction of 90 percent using light compaction equipment. If heavy equipment is used, the walls should be appropriately temporarily braced • Retaining walls should be supported on footing foundations designed in accordance with the recommendations presented previously under Item B. 1., "Footings". Lateral load resistance for the walls can be developed in accordance with the recommendations presented immediately below under Item B.4., "Lateral Loads". · 4. Latera I Loads Lateral load resistance for the proposed buildings may be developed in friction between the · base· of the foundations and the suppqrting subgrade. An allowable friction coefficient of 0.35 is recommended for use in design. lawney-Kaldunr · 11uadatH I. r I .. ( S 121-1, Page 8 Additi'onal lateral load resistance may be developed in passive pressures acting against the footings. An allowable passive resistance equal to an equivalent fluid weighing 300 pounds per cubic foot may be used in design provided.the footings are poured neat against undisturbed soil. J C. PAVEMENTS J . I I I J I 1 J ; t I t j I· j J 1. Flexible Pavements A bulk sample_ of the sandy clay/clayey sand surface soils at th'e site was obtained and an 11R11 {r~~stance}-value test performed to yield data foe pavement pesjgn. The results of the test indicate an "R" value of 5 to be representative of these soils. For the R-value of 5 we developed the pavement section alternatives contained in Table l below using Procedure 301-F of the State of California Department of Public Works, Division of Highways. We have included pavement designs for pavement lives of 1 to 5 years, 6 to 10 years· and 11 to 20 years. As indicated by the table, the poor subgrade quality of the sandy cl~y/clayey sand soils will n~cessitate heavy pavement sections where these soils are exposed at the finish subgrade. Based on the results of our field investigation, we anticipate that much of the material from the higher cut areas in the eastern portion of the site will be sands of substantially better subgrade quality. Since most of the pavements will be in fill areas, we recommend that the earthwork operations be carried out so as to assure that the pavement areas are capped with at least 12 inches of the bet_ter quality sandy soils from the required cut area. Due· to anticipated variations in the quality of the materials from the cut area a detailed analysis (including additional R-value tests) of the soils dctuaUy comprising the pavement subgn;ide. across the site should be made upon com- p lotion of the earthwork operations. In establishing the rough site grades in pavement areas, consideration should be given to the fact that the final pavement thicknesses could vary within a relatively large range. In addition, bids for the pavement construction work should not be taken unti I the actual required pavement thicknesses are es tab I ished upon completion of the rough site grading work. :TABLE 1 -:--- RECOMMENDED PAVEMENT DESIGN ALTERNATIVES FOR R-VALUE 5 MATERIAL Location Automobile Parking and Traffic Channels (T. I. = 4.0 for 20-year life) Anticipated Pavement Life (Years) 11 to 20 6 to 10 1 to 5 Pavement Components Asphaltic Concrete (Inches) 2.0 2.0 • 2.0 2.0 2.0 Aggregate Aggregate Base Subbase Class 2 Class Z · (Inches) (Inches) 4 •. o 5.0 8.5 4.0 4.0 7.5 6.5 Total Thickness (Inches) 11.0 · 10.5 10.0 9.5 8.5 lDwnry·KDldvnr A1i11tlotn .I l ,, j t t I I I - ' ~ ~ 4 ' 1 ' .I t l I .. (' c·- S 121-1, Page 9 TABLE 1 (Cont'd.) · Pavement Components Aggregate Aggregate Anticipated Asphaltic Base Subbase Pavement Concrete Class 2 . Class 2 Total Thickness Location Life (Years) {Inches) (Inches) (Inches) (Inches) Truck Access 11 to 20 2.5 5.0 11..0 18.5 an~ loading 2.5 14.5 17.0 Areas 6 to 10 2.5 5.0 9.0 16.5 (T. I.= 6.0 2.5 13.0 15.5 for 20-year I ife) 1 to 5 2.5 5.0 7.5 1'5.0 2.5 12.0 14.5 The traffic indices of 4.0 and 6.0 used in our pavement designs are considered reasonable values for the proposed development and should provide the indicated pavement lives with a normal amount of flexible pavement maintenance. Selection of the design traffic parameters, however, was based on engineering judgement and not on an equivalent wheel load analysis developed from a traffic study or furnished us. - Asphaltic concrete, aggregate bases and preparation of the subgrade should conform to and be placed in accordance with the California Division of Highways, Standard Specifications, January, 1973 edition, except that the test method for compaction should be determined by ASTM D 1557-70. It is our. understanding that there may be a local source of decomposed granite which approaches the quality of Class 2 aggregate base at substantially lower cost. When more detailed pavement design studies are undertaken upon completion of the rough site grading work, we wil I at that time check into·the decomposed granif~ alternative for the base materials. 2. Concrete PavemeJ;its for Truck L_oading Areas We recommend that concrete vehicular slabs for truck loading areas have a minimum thi_ckness of 7 inches and be reinforced with 6x6-6/6 wire mesh. The slabs may be constructed directly on the natural on-site soils provided the subgrade is scarified and recompacted to a minimum degree of compaction of 95 percent. These design recommendations are based on an assumed maximum truck axle load of 18,000 lbs • lDwney-Haldvur R11aclatrs I J l t 1 I t I I I t -===~ZZ LEGEND EB-1 :.-:.. + Exp I oratory boring location· $-,..1 m Sack sample location Approximate location of on existing well Approximate Scale (Feet) 100 300 500 F ! f · · 1 : . I :: J 0 200 400 I I 01 c:( : o· er I i Bose: A Site Plan by M9xwell Starkman AIA & Associates, latest revision Mc:uch 28, 1974. · SITE PLAN lcwn~v-m1:ducer nssoclat2s CAlnSBAD SI IOITIN<~ Cf:NTEf.: Carlsbad, C1..1l ifornia Foundation I Soll I Geotogtcat Engineer, PROJECT NO DATE ~121-1 Figure J J J J t J t t I I .I I • • • • • ~:: \. A-1 APPENDIX A -FIELD INVESTIGATION The field investigation consisted of a surface reconnaissance and a subsurface exploration program using a truck-mounted, 8-inch di·ameter, continuous flight auger. Twelve explora- tory porings were drilled at the site on April 12, 1974 to a maximum depth of 30 feet at the · approximate locations shown on the Site Plan, Figure 1. The soils in the borings were con- tinuously logged in the field by our engineer and described in accordance with the Unified Soil Clas.sification System (ASTM D2487). The logs of the-borings as well as a key for soil classification are included as part of this appendix.· The approximate ground surface eleva- lions noted on the boring fogs were token from a grcu:Ung study .pre.pared by Rick Engineering Cornpany, dated December 12, 1973. · Representative jar and relatively ·undisturbed samples we-~e obtained from the exploratory borings at selected depths appropriate to the investigqfion. All samples were.returned to our laboratory for evaluation and appropriate testing. Standard penetration· resistance blow counts were obtained in the borings by dropping a 140-pound hammer through a 30-irich free fall. A 2-inch O.D. split spoon sampler was driven to a maximum depth of 18 inches and the number of blows recorded for each 6-inch penetroti~n interval. The blows per foot recorded on the boring log represent the accumulated number of blows that were required to drive the last 12 inches. Where high resistances were encountered, the sampler was driven to the lesser interval .indicated on the boring logs. Relatively undisturbed samples were obtained by driving a 2.5-inch I.D. sampler 12 inches into the soil using the 140- pound hammer. Boring log notations for.the standard split spoon and 2.5-inch I.D. samplers are as indicated below: · ~ . Standafd Split Spoon Sampler ~ 2.5-lnch I.D. Sampler An evaluation of the undrained shear strength and unconfined compressive strength of the more · ~.layey s~tls enc;o_untered in the borings was made in the field using Torvane and hand pene- trometer devices~ The results of these tests are presented on the for right columns of the.boring logs at the appropriate depths. · The boring logs show our interpretation of the. subsurface conditions at the dotes and locations indicated, and it is not warranted that they are representative of subsurface conditions at other locations and times • lawney-Kaldvur lnaclates J J J J I I I J J J t I l l • I I • I I " ' . pl VISIONS GROUP S~l.ONDARY .. PRtMARY DIVISIONS SVMBOl GRAVELS CLEAN .. GW Well graded gravels, gravel-sand mixtures, little or no ... GRAVELS fines . ~ ~ a: 0 MORE THAN HALF (LESS THAN GP Poorly ~raded gravels or gravel-sand mixtures, little or Wo 5% FINES) no fines. · 5 j~ OF COARSE (/) u. 2 FRACTION IS GRAVEL GM Silty gravels. gravel-sand-silt mixtures. non-plastic fines. @ w LARGER THAN WITH Oz N FINES GC z u. <( iii NO. 4 SIEVE Clayey gravels. gravel-sand-clay mixtures, plastic fines. ~ ..I :x: <( I-w CLEAN > SANDS SW Well graded sands, gravelly sands, little or no fines. C, ::c w SANDS w z ffi iii MORE THAN HALF (LESS THAN (/) ~~ SP Poorly graded sands or gravelly sands. little or no fines. § 5% FINES> I-..J OF COARSE UJ FRACTION IS SANDS SM Silty _sands, sand-silt mixtures. non-plastic fines. ~~ ~ SMALLER THAN WITH " NO. 4 SIEVE FINES SC Clayey sands, sand-clay mixtures. plastic fines. w SILTS AND CLAYS Ml lnorjanic ~ilts and very fine S<Jnds, ~ock flour, sil~Y. or ~-N _c ayey fine sands or clayey silts with slight p1aS11c11-;,. u. a: ii> ow 0 ..I CL lnorf/anic clays of low to medium plasticity, gravelly u. ..J w LIQUID LIMIT IS (/) ..I i > . cays, sandy clays, silty clays, lean clays. w LESS THAN 50% C, ~ "' iii OL . Organic silts and organic silty clays of low plasticity. ·W z ~: 0 ~ 0 SILTS AND CLAYS Inorganic silts, micaceous or diatomaceous fine sandy or N MH I-<( silly soils, elastic silts. (!) w a: c;j ~ ~ z LIQUID LIMIT IS CH Inorganic clays of high plasticity. fat clays. w z z .. ~ ~ <( GREATER THAN 50% U:· ::r: . OH Organic clays of medium to high plasticity, organic silts. I- HIGHLY ORGANIC SOILS Pt Peat and other highly organic soils. DEFINITION OF TERMS ... U.S. STANDl'.RD SERIES 51!:VE CLEAR SOU.ARE S!EVE OPENINGS 200 40 10 4 3/411 311 1211 SAND GRAVEL SILTS ANO CLAYS I I I COBBLES BOULDERS FINE MEDIUM COARSE FINE CQ.l\RSE GRAIN SIZES SANDS AND GRAVELS BLOWS/FOOT t SILTS AND CLAYS STRENGTH* BLOWS/FOOT t . VERY LOOSE 0 -4 VERY SOFT 0 -1/4 0 -2 SOFT 1/4 -112 2 -4 •.-. . -:.-..-LOOSE 4 -10 112 FIRM -1 4 -8 MEDIUM DENSE 10 -30 - STIFF 1 - 2 8 -16 DENSE 3) -50 VERY STIFF 2 - 4 16 -32 VERY DENSE OJER 50 HARO OVER 4 OVER 32 RELATIVE DENSITY CONSISTENCY I t Number of blows of 140 pound hamm~r falling 30 inches to drive a 2 inch 0.0. Cl-3/8 inch 1.0.) split spoon CASTM 0-1586). iUnconfined compre:;s1ve strength in tons/sq. ft. as determined by laboratory testing or approximated by the standard penetration test CASTM 0-1586), pocket pcnetrometer, torvane. or visual observation. . 'KEY TO EXPLORATORY BORING LOGS Unificn Soil Clnssification System CASTM D-2487) LOWNEY• KALDVEER ASSOCIATES CARLSBAD SHOPPING CENTER Carlsbad, California Foundation/Soil/Geological Engineers PROJC:CT NO DATE S121-1 April 1974 figure A-1 ... .. I I I t t I t t I I I ) .. _Continuous Flight .lJ~er 30' (Ap~.ox) Offill RIG SURFACE ELEVATION LOGGED BY MRO DEPTH TO GROUNDWATER 6.5' ATD BORING DIAMETER 8 Inches DATE DRILLED 4/12/74 z uJ-, . w • ~~= DESCRIPTION ANO CLASSIFICATION 9~t;: ::·z. a: a:;: IC b ~ -~~G-DEPTH w ~<---Wz ~ z a: lli z lu z ~ DESCRIPTION AND REMARKS SILTY SAND, fine grained CLAYEY SAND Passing No .200 Sieve = 48% Bottom of Boring = 19 Feet · Note: Slotted piezometer installed to depth of 9 Feet after drilling. Nole: The ,trattrlcatlon lines represent the opproi<lmole lnund1Hy between moleriol lypH and the transition may 'l,e ·u,orluol. SYM- BOL sz lownev-Hn!du[!er nssociates Foundalion I Soll/ Goologlca/ Englnee11 COLOR gray- brown dark gray brown ' ; ..J a: ... (/) Q. ... (/) 3: ~ uJ (FEET) ::; w;:;;o 3:~ :cw O" (/)a: ... -SOIL < CONSIST. 1/) Z-w-' 0 TYPE ll:' a: s u -V -Ll medium SM I-15 11 dense ---- - .dense SC -5 -z .. --41 14 ---- -- i--10- -- -- -- -· -' ... 15 -[ medium --10 dense ----. .. -20--- i---- -- -25 - -....; --... --- i--30- -- -- -- .... -... 35 - .... - .... - lo-- -- -40- EXPLORATORY BORING LOG CARLSBAD SHOPPING CENTER Cai lsbad, California ... >-(/) al 5.0t 1---f'l_lO_J_c_c_T_N_o_. -+-__ o_A_T_E __ --f DORING Apt ii 1974 ND S121-1 .. . --,-; -- C, a: ... ..: u Q. a: -::i' -z O v; ::>u 9.0, I I J J J I I I J J , .I l I J. t I t DRILL RIG Continuous Flight )\uger SURFACE ELEVATION 40'(Approx} LOGGED BY MRO :rl---------------.::.---"'-----+------------:-....-'------+-----------------1 Ill PTII TO C.ltOlJNDWATrn .Ho le _Dry /\ TD uontNG DIAMt. Trn 8 Inches DAT[ IJIIILLCO DESCRIPTION AND CLASSIFICATION i-----------------.---.,---------....... --1 DEPTH DESCRIPTION AND REMARKS SILTY SAND, fine grained .SAND, fine grained SYM-COLOR BOL brown SOIL (FEET) CONSIST. TYPE medium dense SM,_ u brown medium SP ._ dense ------------------+---1----+------1----1- - - - - CLAYEY SAND, fine grained light medium SC--: 5 --rr 29 gray· & dense - brown -..: -- ,_ - ---------------'--'----~----l---+-~1o~rr SAND, fine grained light .dense SP ,_ - 4.1 · gray -- - CLAYEY SAND, fine grained light gray · dense SC = 15 =rr 34 Bottom of Boring = 19 Feet Note: ·11,e 1lralificallon llneuepre1ent the approx!""'!• boundary between material type1 and 1h1 transition may be gradual. , , ---- ,_ - ,_ - - -- -- .... - ,_ - .... - -30------- -- ,_ 35 - .... - ,_ - .... - ,_ - --40- 13 EXPLORATORY BORING LOG lownetj-Ucldueer Assoclntes Foundation I Soll / Geo/09/ca/ Englnoors CARLSBAD SHOPPING CENTER Carlsbad, California __ P_no_J_E_C_T __ N"--O-~ ___ D_A_1_c __ ---' BORING ? S171-l Aptil \974 NO 4/12/74 I ·.t I - I I I I I ' I I ' ' ' ' ' • , I - • DR.ILL RIG Conti"nuous Flight uger SURFACE ELEVATION 46'(Appro,::) LOGGED BY MRO , DEPTH TO GROUNDWATER Hole Dry ATD BORING DIAMETER 8 Inches DATE DRILLED 4/12/74 1-----------------,---,-,-----r-----r------l DEPTH SOIL (FEET) CONSIST. TYPE DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS CLAY_EY SAND, fine grained SILTY CLAY Passing No .200 Sieve = 84% SYM-COLOR BOL. brown medium dense gray-very brown stiff - SC .... V - .... ..: - CL .... - ., = 5 =z: 33 -- - brown very __________ -----+--+------_d_e_n_se---1---+--10 _ J_ 55 CLAYEY SAND, fine grained SC_ - SILTY SAND, fine to medium brown dense SM--- grained SP -... - -15 - SANDY CLAY with occasional thin very sandy layers gray- brown very stiff - CL ------ 26 3.0 7 :-20 -ll 33 17 3.6 Bottom of Boring = 24 Feet Note: The 1lrotificotlon llne1 represent the approximate f.,uncJory between malerlal type1 ond the tron1ltion may l,1: 9,oduol, , lownmJ·Hnldueer O!i§ociotes Foundation I Soll/ Geotootcal Enolnoer, --- - -25 -- - -- -- .... - -30------- -- -35 - .... - .... - .... - .... - -40- EXPLORATORY BORING LOG CARLSBAD SHOPPING CENTER Carlsbad, Califomia ...... _r_r_m...a,J ___ EC_T_NO_-il----DA_T_E __ -l BORING 3 S121-1 /\pdf 1974 NO 5.0 6.6 ... < DRILt RIG Continuous Flight >-...iger SURFACE ELEVATION 40'(Ap'p,ox) LOGGED BY MRO .. I DEPTH TO GROUNDWATER Hole Dry ATD BORING DIAMETER 8 ln.ches DATE DRILLED 4/12/74 ' Zw-:-. w 0 . .., DESCR1PTION AND CLASSIFICATION 0 O I-• :t z ..,>-a: a:;: --i= zu. a: t; ~ -z '/') t- DEPTH w <<' Wz .::v;o= ..J a: I-(/) <za:u. Q. ... (/) 3: ~w ~ wo(/) 2 wzr, I ::E Cc: .., ~· SYM-SOIL (FEET) < ~ iii g 3: !z iijC:1-~ u ~ = - DESCRIPTION AND REMARKS COLOR CONSIST. II) 0 Iii~ z ~ (/) BOL TYPE ~a::~ 0 ::, 0 ,... u V LL CLAYEY SAND, fine groined· brown medium SC ..... -25 I dense - SAND, fine grained light medium SP ray& dense -- ·-- I rown -5 -X ,, -- I--• .... CLAYEY SAND, fine grained gray-· medium SC ... - I brown dense 1--1..,. l --23 16 9.0+ --I --I 15 -Bottom of Boring = 14 Feet ' ..... ..... -t ..... -.. . -- Note: 11x 11 denotes jar sample -- ' obtained from auger cuttings. -20--- I-- ' -- ..... - --25 - ' -- ---- I i-, - 1--30--- I _.,, ---- -- ' -35-.... - .... - ' ' i-, ---Note: The 1trotiFl~otlon line, represent the opproxlmote boundary between moteriol type, ond the lronsition may -40- I be gradual, . EXPLORATORY BORING LOG ' lou:m'!v·Unldueer Rssociotes CARLSBAD SHOPPING CENTER Carlsbad, California Foundation I Soll / Geological Englnoors PROJECT NO. DATE -BORING S121-1 · April 1974 NL) 4 I I J J .I I I I I t t I t I I , DR'tLL RIG Continuous Flight Auger SURFACE ELEVATION 42'(Approx) LOGGED BY MRO DATE DRILLED . 4/12/74 DEPTH TO GROUNDWATER Hole Dry A TD BORING DIAMETER 8 Inches 't===================::::!:::==========::;::====::::;:::==;::==::;==::;::==:::::;:::====l . . J----------------.,.--.-------------1 DEPTH (FEET) DESCRIPTION AND CLASSIFICATION rr;: Wz ~~ 3: z DESCRIPTION AND REMARKS SYM-COLOR BOL brown SOIL CONSIST. TYPE ,.. medium 1 9--.... "' ~LL 12 0 u 15 SANDY CLAY, .fine grained Passing No.200 Sieve= 51% dense VSP ... _ --..---+----+-------f SAND, fine grained with occasional silty layers (grading fine to coarse grained) Bottom of Boring= 11.5 Feet Nole: The 1tratlficatlon llne1 represent the approximate boundary between material types and the transition may Le gradual. lcwrmy-mildueer G~!:inciates Foundation I Soll I Geological Engineer, • . • . .. '. l~' ... ~ ........ ,\ light gray & brown light gray medium - dense -- dense .. I- 5 ~[[ 36 9 .... - .... - .... - .... ... 40 .... - .... ---.... 15 - - - .... -.... - -20- .... ---.... - I-- .... 25 - .... - .... - .... - I-- --30- .... - .... -.... - .... - ,_ 35 - ... ..,. ... -... - -40- EXPLORATORY BORING LOG CARLSBAD SHOPPING CENTER Carlsbad, California 1-_r_no_J..;a.E_c_r_N_o_. -~---DA_r_c _____ llORING S 121-1 Apri I l97 4 N(I 5 I t J t I I 1 I J I I I I I . .I I t DR.ILL RIG Continuous Flight Auger SURFACE ELEVATION 35'(Approx) DEPTH TO GROUNDWATER Hole Dry A TD BORING DIAMETER 8 Inches a: 1-----------------,---,,-----,,-----,---1 DEPTH ~ (FEET) . ~ IJ) DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS t-gt· COLOR CONSIST. SOIL TYPE LOGGED BY DATE DRILLED . a:!.. I.II ... I-z ,<"' ;r;~ 0 0 SILTY SAND, fine grained brown dense gray SM... v -LL 37 CLAYEY SAND, fine groined gray-medium brown dense I-- ... - - I-- ... ---------------1---+-----+-----+---+-- SANDY CLAY brown very CL ... stiff MRO 4/12/74 :-10 -LL 20 17 2.6 6.4 Bottom of Boring = 14 Feet Note: The 1trotlficatlon llne1 represent the approximate Loundary between material types and the tran1ition "'°'1 Le gradual. lownev-Hor.:ueer Rssuciotes Foundation I Soll/ Geological Eng/neera .... - -- ,_ 15 - I---- -- -20-- - I-- ,---- -25 ---- - - -... - ,_30- I-- ------ -35 -... - -- -- -- -40- EXPLORATORY BORING LOG CARLSBAD SHOPPING CENTER Carlsbad, California __ Pn_o_J_E_c_t_N_o _ __.... ___ D_A_l_E __ """"' U()RJNG 6 S121-1 April 1974 N0 . ' •• ,; •• -... -~: ..... ·, ____ ... ·-·.~' _,, •• • ••••• ••· ' ••• ·, -_.l-.-•• ~ .,,_ •• ,, ••• , ,. \t" -· -· ... ... 'I,. ........ -,': • I • • I I I • • • • I • • • ' • l " ,. DRILL RIG Continuous FliQht Auoer · SURFACE ELEVATION 103 1 (App.rox) DEPTH TO GROUNDWATER Hole Dry A TD BORING DIAMETER 8 Inches 1----------------..,..---,,-----,-----,---4 DEPTH (FEET) DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SAND, fine to medium grained SYM-COLOR BOL CONSIST. SOIL TYPE ,., V brown medium SP,_ - dense - ... - --... 1-----------------~-+-----+-------+---+- SILTY SAND I fine grained brown medium dense SM ... -... -... - -10- - - -... - LOGGED BY DATE DRILLED . a: ~ wt-1-Z <"' ~i 0 u . very dense : 1s =I 54 9 ... - ,-. -... - ....,_ ---------------l,----+----+-----+---+-20- SAND, fine grained 'light brown dense SP ,_ - - ,-. -... - : 25 :tI 35 I-- .... - I-- MRO 4/12/74 (grading very hard drilling) 1=====:::::;:======f:=::t===l==~l=:::t-3 J-t:==t=~=~==!::===l Bottom of Boring = 30 Feet ·"' Nole: The stratification lln,,. repreient the opproxlmole l.oundory between moleriol type, and the tran1ili0n may Lr gradual. . lown2y-Haldueer Cssatiotl!s Foundation I Soll I Geological Englneor, I-- .... -... - ... - ,-- ... - ... - -40- EXPLORATORY BORING LOG CARLSBAD SHOPPING CENTER Carlsbad, California PROJECT NO. DA l E DORING t--------J------~ 7 5121-1 April 1974 Nl) _. ,,..,, .. '... •· t I t . ' _,, ... ,,,,, DfillLL RIG Continuous Flight ,-..uger SURFACE ELEVATION 34 '(Approx) LOGGED BY MRO DEPTH TO GROUNDWATER 9.0' ATD BORING DIAMETER 8 Inches DATE DRILLED 4/12/74 z u.J..., -; w c-. DESCRIPTION AND CLASSIFICATION 0 UI-:rz ... .. ~ a: a:---;: z u. a: I-< ~~;-DEPTH w <<' w>-I-z ·< Cl> ~ DESCRiPTION ANP REMARKS SAND, fine to medium SANDY CLAY SAND, fine to medium grained SANDY CLAY Bottom of 89ring = 16.5 Feet Note: The strotiOcotlon lines represent th,. oppro11ln-ote l,oundary berween ,:noterlol types and the lransillan may l.e gradual. • SYM- BOL 'Sl - lown2v-Huldu1rnr Cssociotes ·Foundation I Soll / Geological Engineer, COLOR light br:own dark gray gray gray brown _, a: ... (I) a. w z a: 1/) ... 1/) 3: ,cw :i :I: WO:,:: SOIL (FEET) < ~uig 3: !z l/)a:1-- I->-CONSIST. TYPE (/) it'll!~ 0 r\ u -loose SP ,_ -7 2 --- . medium ... -13 dense ... --- - stiff CL -5 -JJ ., 14 -- .... - .... - ,_ - mediurn SP 10- .... -dense --. -- - very CL .... 15 -rr stiff 34 .... - .... ---. -- -20--- .... --- .... - -25 - .... - ---- .... - ,-30- .... - .... - -- -- -35 --- -- -- -- -40---- EXPLORATORY BORING LOG CARLSBAD SHOPP! NG CENTER Carlsbad. California (/) Cl 2.4 3.6 .,__P_n_o_J_E_C_T_N_O_. -+---D_A_,_E __ --f BORING 8 S 121-1 April 1974 NO z w z ;j; Oc:~_.i:. u 0. --z ~ vi =>u 4.0 7.2 .. .,:.'...:.·--------_____ .::; ___ _,;~:;._---+--------------.--------.. ·~ -.. Hole Dry A TD j BORING DIAMETER 8 Inches I DATE DRILLED 4/12/74 J J DEPTH TO GROUNDWATER DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY SAND, fine grained SYM-COLOR SOL light gray & brown I ight brown (WELL COMPACT.ED FILL) t -------'---+--1-- S l LT Y SAND, fine grained Bottom of Boring = 15 Feet Note: The slrotiflcotion fines represent the appr.oxlmate boundary between motcriol types and the tronsition may be groduol. lowmw-nrddue2r ~~satiates I ight gray z w--: • 0 UI-. a: ;::: z u. a:;: DEPTH w <<' .., a: I-(/) Wz ll. ~ en 3: ~~ (FEET) :::. SOIL < ~iii9 3: z CONSIST. Ill C, . TYPE (\ ~a:!!! u - medium SM --23 .... ...... dense --15 17 -_.,_ __ -- -5 -I --22 - medium SM---dense SP -- -10 -lL -21 -- --' -- 15 -- ,--- --.... - -2.0--- -- I---- -25 - -- -- -- -- -30---- -- - -- -35 -. -- .... - ... - - - -40- EXPLORATORY BORING LOG .:,.' CARLSBAD SHOPPING CENTER Carlsbad, California Foundation I Soll I Goologlcal Engineer, .,__Pi_m_J_E_c_r_N_o_. -+--""'--D_A_T_E __ ~ BORING April 1974 NO S121-l ' ,. _ .~:,; :-_-:>,' ~-:.·-.~-.. -~-•~.· ,'-. .-..• .".v.· .• , •., ,,, ,,·.: .• ·_,·_.,_,·,,· .• , •• •. ,: •.••..•. ·,.:.:~ .. _'L-~:~;'..~ ',.·::/~ .. :.:_·0• • •• ·,_·:~· •• ••• ' .. ,-, ••• • , , • • •• -•s" "1.-••• --• • ..-~ ··-_ ,...._,--,dv"~ ,.,.-,-_,.. ,... .~:. ,-,).,-~ ~w1,.:..~,r,•:,t.•-:f...,.,.,.. . .,. .. ...:.• ~-.,._,,..,...:. ... ,.~.,,•,::':. ·:-:,-..: .. ..,.,...;~,"'---~_._:._~,_;~, 9 . •' , ...... ~ ... "'-".:.•.: ; !,_-._: .--·. ·"" I • t • I I I .I I I I ., ' I I I • DlillLL RIG Continuous Flight huger SURFACE ELEVATION 27'(Ap~1vx) LOGGED BY MR 0 DEPTH TO GROUNDWATER 6. 5 '(See Note 2) BORING DIAMETER 8 Inches DATE DRILLED 4/ 12/7 4 . . 1----------------...--....--------. ....---1 DEPTH SOIL (FEET) DESCRIPTION AND CLASSIFICATION a:;:: UJ z ~~ :: z 0 u DESCRIPTION AND REMARKS SIL TY SAN-D, fine grained SANDY CLAY Bottom of Boring = 11.5 Feet Notes: 1) Piezometer installed to depth . of 9 Feet after drilling. 2) Depth to groundwater estab- 1 ished on 4/17/74. Note: The stratification lines represent the approximate l»L .. diiry between material types and the tran1illan may Le 91.:iduol. SYM-COLOR BOL light brown dark gray gray- brown lownev-~:n!dueer ~§sotiotes CONSIST. TYPE medium SM-,_ dense SP ,_ stiff very stiff - CL ,_ ._ .. : 5 :[ ,_ - .... - ,-. - .-10--1-~ - I I----.... - .... 15 - .... - .... - ..... - -20- .... - ,-. - I----,_ 25 - ,_ - ,-. - ,_ -... - i--30- ,_ ---,_ - .... - ..... 35 -... - ,-- -- -- -40- 19 14 19 17 16 EXPLORATORY BORING LOG CARLSBAD SHOPPING CENTER Carlsbad, California Fpundalion I Soll I Geological Englnoora t---P_no_J_E_c_T_N_o_. --+----D_A_T..;.E ______ ~ BORING s 121-1 April 1974 No. 1.-5 3.0 10 3.6 6.0 -.-------------------------------------------------- II • I I. I I • • • • • • • • • • • • • ,. , DRILL RIG Continuous Fligh.t l'"\uger SURFACE ELEVATION 26'(App,ox) \ LOGGED BY MRO DEPTH TO GROUNDWATER 5.5' ATD BORING DIAMETER 8 Inches DATE DRILLED 4/17/74 z UJ-:, • IU 0 ... OE_SCRIPTION AND CLASSIFICATION a o 1-• :r z u ~ = a: j:. z ... rr;: a:l;~-z !/; ... DEPTH .... <<' ~ooC>~ ..J a: i-en IU z < za: .._ Q. .... (/) :: ~~ !!!..,ocn z ... z ,r. (FEET) ::; o~-~ SYM-SOIL ... -o ~z V)a:t-~ uc.c:_ < z ~.J DESCRIPTION AND REMARKS COLOR CONSIST. en 0 Iii~ z::; :ii BOL TYPE " ~ a: fg ·O :::, a u light " LL 13 . C lA YEY SAND, fine grained medium SC ,_ -14 brown dense - SANDY CLAY/CLAYEY SAND dark firm SC .... -grey -- Liquid Limit = 31% sz .... 5 -~ .. 8 23 0.6 1.4 Plasticity Index = 16% stiff .... -8 21 1.0 2.4 I-- Passing No .200 Sieve = 490/4 I-- .... - -10 verr I stif · ... -18 2.2 5.0 ,--; Bottom of Boring = 11.5 Feet -- , ,-· -.... 15 - --... -.. . I-- ,-- -20- - --- I-- I-- .... 25 - ,-- .... --- . ... - -30- .... - "' ,-- .... - I-- ..... 35 - ,_ - ..... - ,-- ' -- Note: The 1lrol_iflcallon llne1 repruent the approxlmole Lo1.1ndory belween rnolerlol lypea and the tran1ition ITO'f -40- he 9r0du0I. , EXPLORATORY BORING LOG lownev-m~ldueer nssoclatas CARLSBAD SHOPPING CENTER Carlsbad, Col ifornia Foundation I Soll / Geo/oglc11/ Englnoora PROJECT NO. DATE UORING 5121--1 Apiil 1974 NO 11 I I I I pn•Ll Hlu l.ontinuous rt 1gnt-, .uger SURFACE ELEVATION ~0'(A~ .ox) DEPTH TO GROUNDWATER Hole Dry A TD BORING DIAMETER 8 Inches 1------------------,---,-----T-----.--~ DEPTH (FEET) DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY SAND, ·fine grained SYM-COLOR BOL brown ---------______ _,__ ____ __ SAND, fine grained (grading fine to coarse grained below 4 Feet) brown CONSIST. SOIL TYPE medium SM dense , -SP medium -- dense -.,. -- - 5 - .... - .... - .... - .... - LOGGED BY DATE DRILLED . . a:;.: Wz l-11,1 <1-;: z 0 u MRO 4/12/74 I I I I I I I I I I l=============:t===l===::l:=====¼==t-10~=1:===*====I===!=~ I Bottom of Boring = 10 Feef Nola: The slrotlflcotlon !Ines represent the approximate Loundory between material types and tha transition may Le, (IIOduul • Foundation I Soil I Geo/oglcal Englno<ir• :-,,;:: ,;,..;._ • ..~ "l • ~ , , ..... ~ '\ .. , ... •• ~·-- • 1' ,; .... _ .. _."" ~-;..-: ···""-... , .... --- ,-- .... - .... 15 - ------- ,_20- -- ---- t-- .... 25 - .... - ,-- .... - ,-- i--30- t-- .... -- .... - ... 35 -... -... - ... - .... - i--40- EXPLORATORY BORING LOG CARLSBAD SHOf'PING CENTrn Carlshad, California .__P_n_o_Jc_c_T_N_o_. _ _.., ___ D_A_T_E __ --1 DORING Sl?.1-1 Aptil 1974 NL). 12 • ,n', -.-,• a t J I I 1 l t j ~ j t 1 t j 1 1 1 • ! I \.. B-1 , :, APPENDIX B -LABORATORY INVESTIGATION The natural water content was determined on selected samples and is recorded on the boring logs at the appropriate sample depths. One Atterberg Limits test and four No .200 Sieve tests were performed on selected samples of the more clayey subsurface materials to determine the range of water content over which these materials exhibit plasticity and to classify the soif according to the Unified Soil Classification System •. The results of the tests are presented on Figure B-1 q_nd are also recorded on the boring logs at the appropriate sample depths. A ~ompaction curve was performed on a representative bulk sample of the on-site surface soils. The results of this test are presented on Figure 8-2. Three swell tests were performed on selected undisturbed samples of the subsurface materials in order to determine their expansion potential. The results of these tests are presented in Table B-1. · Two dry density tests were performed on selected samples of the subsurface soils to obtain addi- tional data for analysis. The results of these tests are presented in Table 8-2. An R-value test for use in pavement design was performed ~:>n a bulk sample of the on-site surface soils. The results of the test indi_cated the soil sample to have a design R.:value of 5. . •' lawnry·Haldvur A•satlatr1 • ! • .. • ' .t • • •• I • • l l • • l ' ' • l IJ ' ~---- ( ( 60 50 ,V ,.. CH ,~~ ~ . \; V y 40 ,,,,. )( w CL / 0 ~ 30 > ./ t-., u MH .:: ~ Cl) 20 V or <( ' ~/ -' OH 0. 10 7 ,. 4 CL-ML '/// //4 ML or OL ' i,..-------I/ 0 ML I 0 10 20 30 40 50, 60 70 80 90 100 LIQUID LIMIT (%) ·-. NATURAL PASSING UNIFIED KEY BORING SAMPLE LIQUID PLASTICITY LIQUIDITY SOIL SYMBOL NO. DEPTH WATER LIMIT INDEX NO. 200 INDEX CLASSIFICATION CONTENT SIEVE (feet) % % % % SYMBOL e EB-11 5-6 23 31 16 49 0.5 SC>< EB-1 5.5-6 14 - - 48 -SC* EB-3 5-6 26: --84 -CL .. EB-5 1 15 --51 -CL S-2 "" ----44 -SM* *Symbc I for coars i grained s~i'I used si ~ce less th m 50% pa•$ing No .2 )0 sieve. .. Foundation I Soll I Geological Engineer, PLASTICITY CHART AND DATA CARLSBAD SHOPPING CENTER Carlsbad, California PROJECT NO, DATE S121-1 April 1974 Figure 8-1 JI ' I ( ( . ,, I ' SAMPLE OE·PTH SPECIFIC Ll0UlO PLASTIC NO. IFT.I SAMPLE DESCRIPTION GRAVITY LIMIT INDEX • t J: (%) S-1 0-1 Gray-brown CLAYEY SAND, fine grained ------ I • • • Zero Air Voids Curve /·(~p. Gravity= 2.65) •• 125 \ V y I \ \ \ 120 ' : • ~ ~ ' \ J2. / ;\ \ -0 .. 10" \ ·1, 0. • -\ \ >-~ t-·--115 \ ' ti) \ z • Lu Cl \ >-\ • a:: I\ Cl ' 110 \ \ .. \ ' . '\ ' l 105 0 . \ 5 1.0 15 20 25 • .., MOIST.URE -90NTENT % •• OPTIMUM WATER CONTENT% 14.0 • MAXIMUM DRY DENSITY, pcf 119. 5 TEST DESIGNATION ASTM D1557-70T • . COMPACTION TEST RESULTS l LOW 'NEY·, KA L D VEER ASSOCIATES Foundution / Soil / Geologlcol EnyinHn CARLSBAD s11or111NG CENTER Carlsbad, California • f'.:<lll\ l N\\ I [',\lt I l'I:•\\\ .,. . ' ,. .>I/. -1 I /\p11 l'l/4 I o-2 -- I -,j ~ '· (· ( -~ .... TABLE B-1 -RESULTS OF SWELL TESTS ·. I Initial Final Natural Water Content Water Content Exploratory Sa,:nple Dry After After Surcharge I Boring Number Depth Density Air Drying Saturation Pressure Swell (Feet) (pcf) "(%) (%) (psf) (%) l • 3 1 5 to 6 97 11.5 -30.0 144 7.2 · 5 to 6 119 2.9 17.6 144 4.6 I 1 5 to 6 119 3. 1 16.7 488 2.4 t l t t TABLE B-2 -RESULTS OF DRY DENSITY TESTS Exploratory Sample Natural t Boring Depth Dry Density Water Content Number (Feet) (pcf) (%) I 1 5 to 6 118 14.2 11 5 to 6 104 23.0 . I •' ·I t t ' -IJ t lowney•Haldueer AssallatH I I I I ·1 I I I I ' I ' • I I • ,1 • .. 1. GENERAL A. Scope of Work '· APPENDIX C GUIDE SPECIFICATIONS -SITE EARTHWORK FOR CARLSBAD SHOPPING CENTER CARLSBAD, CALIFORNIA These specifications and applicable plans pertain to and include all site earthwork including, but not limited to, the furnishing of all labor; tools, and equipment necessary for site clearing and stripping, disposa1 of excess materials, excavation,· preparation of foundation materials for receiving fill, and placement and compaction of fill to_ the lines and grades shown on the project grading plans. B. Performance The Contractor warrants all work to be performed and all materials to be furnished under this contract against defects in materials or workmanship' for a. period of __ _,year(s) from the date of written acceptance of the entire construction work by the Owner. Upon written notice of any defect in materials or workmanship during said,....,,..._-"year period, the Contractor shall, at the option of the Owner, repair or replace said defect and any damage to other work caused by or resulting from ~uch defect without cost to the Owner. This shall not limit any rights of the Owner under the "acceptance and inspection" clau·se of this contract. The Contractor shall be responsible for the satisfactory completion of all site earthwork in accordance with the projecf plans and specifications. This work shall be observed and tested by a representative of Lowney/Kaldveer Associates, hereinafter known as the Soil Engineer. Both the Soil Engineer and the Architect/Engineer are the Owner's representatives. If the Contractor should fail to meet the technical. or design requirements embodied in this document and·on the applicable plans, he shall make the necessary readjustments until all work is deemed satisfactory as determined by the Soil Engineer and the Architect/Engineer. No deviation from the specifications shall be made except upon written approval of the Soil Engineer or Architect/ Engineer. No site earthwork shall be performed without the physical presence or approval of the Soil Engi- neer. The Contractor shal I notify the Soil Engineer at ·least twenty-four hours prior to commence- ment of any aspect of the site earthwork • The Soil Engineer shal I be the Owner's representative to observe the earthwork operations during . the site preparation work and placement and compaction of fills. He shall make enough visits to the site to familiarize himself generally with the progress and quality of the work. He shall make a sufficient number of tests ,and/or observations to enable him to form an opinion regarding ~ ·. ... . . . .... _._ .. :.·---: .. ~: ... .._, -~ •., ' ·: .. : ~ I I t l t- t t t t t C-2 the adequacy of the site preparation, the acceptabi I ity of the fi II materfo I, and the extent to which the compaction of the fill, as placed, meets the specification requirements~· Any fill that does not meet the specification requirements shall be removed and/or recompacted until the requirements ore satisfied~ In accordance with generally accepted construction pras:;tices, the Contractor shall be solely and completely respqnsible for working conditions at the job site, including safety of all persons and property during performance of the work. This requirement shal I apply continuously and shall not be limited to normal working hours. Any construction review of the Controctor•s performance concluded by th~ SoU Engineer is not intended to include review of the adequacy of the Contractor's safety measures in, on or near the construction site. Upon completion of the construction wor~, the Contractor shal I certify that al 1. compacted fil Is and foundations are in place at the correct locations, have the correct dimensions, are plumb, and have been constructed in accordance with sound construction practice. In addition, he shall certify that the materials used ore of the types, quantity aQd quality required by the plans and specifications. C. Sito and Foundation Conditions The Contractor is presumed to have visited the site and to hove familiarized himself with existing site conditions and the soi I report titled 11Foundatio_n Investigation, Carlsbad Shopping Center, Carlsbad, California 11 • The Contractor shaJI not be relieved of liability under the contract for any loss sustained as a result of any variance between conditions indicated by or deduced from the soil report and the actual conditions encountered during the course of the work. · T_he Contrdctor shall, upon becoming aware of surface and/or subsurface conditions differing from those disclosed by the original soil j·twestigation, promptly notify the Owner as to the nature and extent of the differing conditions, first verbally to permit verification of the conditions, and then in writing. Ne,, claim,by the Contrq~tor for ~:my conditions differing from those anticipated in the plans and specifications and disclosed by the soil investigation wil I be al lowed unless the Contractor has so notified the Owner, verbally and in writing, as required above, of such,changed condit-ions. D. Dust Control _The Contractor shall assume responsibility for the alleviation or prevention of any dust nuisance on or about the site or off-site borrow areas. The Contractor shall assume ell liability, including court costs of co-defendants, for 911 claims related to dust or wind-blown materials attributable to his work. j f l I 1 J l t J. t l l .I l ·l I t t ( ( ( II. DEFINITION OF TERMS STRUCTURAL FILL -All soi.I or soil-rock _material placed at the site in o,rder to raise grades or to backfil I excavations, and upon which the Soil Engineer hos mode sufficient tests and/or observations to enable him to issue a written statement that, 'in his opinion, the fill has been placed and compacted in accordance with the specification requirements. ON-SITE MATERIAL -Material obtained from the required site excavations. IMPORT MATERIAL -Material obtained from off-site borrow areas. ASTM SPECIFICATIONS -The 1970 edition of the American Society for Testing and Materials Standards. DEGREE OF COMPACTION -The ratio, expressed as a percentage, of the in-place dry density of the compacted fill material to the maximum dry density of the same material as deter- mined by ASTM Test Designation D1557-70. Ill. SITE PREPARATION A. Clearing and Grubbing The Contractor shall accept the site in its present condition and shall remove from the area of the designated project earthwork all obstr'uctions including concrete rubble, buried utility I ines, ·· and miscellaneous debris. Such materials shall become the property of the Contractor and shall be removed frotn the site. Holes resulting from the removal o'f .buried obstructions that extent below the finish subgrade level shot I be cleared and bockfil led with structural fill. B. Stripping ' . The site shall be stripped to a minimum depth of 3 inches or to such greater depth as the Soil Engineer in the field may consider as being advisable to remove all surface vegetation and organic laden topsoil. Stripped topsoil with an organic content in excess of 3 percent by volume shall be stockpiled for possible use in landscaped areas if so directed by the Architect/Engineer. Otherwise, all stripped materials shall become the property of the Contractor and shall be removed from the site. r IV. EXCAVATION All excavation shall be performed to the lines and grades and within the tolerances specified on the project grading plans. All over-excavation below the grades specified shall be backfilled at the Contractor's expense and shal I be compacted in accordance with the specifications. The Contractor shall assume full respo.nsibility for the stability of all temporary construction slopes at the site. ... , "•-• L " Pl, ~ C-4 ' •. ~ • • • • JI • • • II • • • • • ., • • V. SUBGRADE PREPARATION Surfaces to receive compacted fill, and those on which concrete slabs and pavements will be constructed, shall be scarified to a minimum depth of 6 inches, moisture conditioned and compacted. All ruts, hummocks, or other uneven surface features shall be removed by surface grading prior to placement of any fill materials. All areas which are to receive fill material shall be approved by the Soil Engineer prior to the placement of any fil I material. VI. GENERAL REQUIREMENTS FOR FILL MATERIAL , , , All fill material must be approved by the Soil Engineer. The material shall be a soil or soil- rock mixture which is free from organic matter or other deleterious substances. The fill material shall not contain rocks or rock fragments over 6 inches in greatest .dimension and not more than 15 percent shall be over 2 .5 inches in greatest dimension. Some larger rocks may be incorporated into the lower portions of the fill if the rocks are widely' spaced and if the spacing method is approved by the Soil Engineer. On-site material having an organic content of less than 3 percent by volume is suitable for use as fill except that potentially expansive clayey· soils as determined by the Soil Engineer shall not be used as fill within 12 inches of the finished subgrade surface in building and pavement areas. In addition, any potentially expansive soil exposed at the finish subgrade surface on building pads in cut areas shall be excavated to o depth of 6 to 12 inches below_ the finish subgrade level as directed by the Soil Engineer and replaced with non-expansive granular soil. In addition to the preceding requirements, any required imported fill material shall be a non- expansive granular soil with a plasticity index of 12 or less. VII. PLACING AND COMPACTING FILL MATERIAL , , All structural fill shall be compacted by mechan.ical means to produce a minimum degree of com- paction of 90 percent as determined by ASTM Test Designation D1557-70. Field density tests shall be performed in accordance with either ASTM Test Designation D1556-64 (Sand-Cone Method) or ASTM Test Designation D2922-71 end D3017-72 (Nuclear Probe Method). The locations and number of field density tests shall he determined by the Soil Engfneer.-The results of these tests end compliance with these specifications shall be the basis upon which satisfactory completion of work shall be judged by the Soil Engineer • -~ -~ Fill material shall be placed in uniform lifts not exceeding 8 inches in uncompacted thickness. Before compaction begins, the fill shall be brought to a water content that will permit proper compaction by either: (1) aerating the fill if it is too wet, or (2) moistening the fill with water if it is too dry. Each lift shall be thoroughly mixed before compaction to ensure a uniform dis- tribution of moisture • Fill slopes shall be constructed so as to assure that the minimum required degree of compaction is obtained out to the finished slope surface. This shall be accomplished by 11backrolling 11 with a sheepsfoot roller or other suitable equipment in 3 to 5 foot vertical increments as the fill is raised • t •• '' 'Y,"' J l C-5 r•-" VIII. TRENCH BACKFILL .. • • •• • • • • • • •• ~.:.:.: • • • • • •- / Pipeline tre_nches shall be backfilled with compacted structural fill. Backfili material shall be placed in lifts not exceeding 8 inches in uncompacted thickness and compacted by mechanical means to a .minimum degree of compaction of 85 percent. In ell-slab-on-grade and pavement areas, the upper 3 feet of trench backfill shall be compacted to a minimum degree of compaction ·of 90 percent. IX. TREATMENT AFTER COMPLETION OF EARTHWORK · ·After the earthwork operatfons have been completed and the Soil Engineer has finished his obser- vation of the work, no further earthwork operations shal I be performed except with the approval of a'nd under the observation of the Soil Engineer • ll shal I be the responsibility of the Contractor to prevent erosion of freshly gra~ed areas during construction and until such time as permanent drainage and erosion control measures have been installed. · · OOCUMENTA TION FORM . BUILDING LIGHTING COMPLIANCE LSW Engineers Form 5 Consulting Engineers 9'455 Rldgehaven Ct., Ste. 220 San Diego. California 92123 Project Titlt CevrgAL FmB:?Al, ~ vlf-...1 C, s Logtion Ct:G4t-:J.S/ Ce Documented by >--~F D1ta9-2r~ Project l)tsigner -Clltcktd by __ _ Date_' __ ------------------------------·· Room Room .. · RCR Task Area Nata Sq. FL No. ~ Ft. Total Watts Allotted. Design No. Sq. Ft. 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HEIGHT•. /0 -z.s ah,~: 7• '-:,,,,. lAHPS/FJXTUR[ •-------- ltOOH CAVITY RATIO ~-7. {e MOUNTING • totrFJCJ[NT Of UTILIZATION •. 41 TYPE lAHP ;.-_------- ~e,·f'l,..~0'-l ~ lE<.'Ji~E~: '(} FCe'T<."""-':>'-E"~ A-'IN..,,""-1"' t. t>: &.AM~f,· 112£-'o ,Fs::t:,'oMll~A. s 40 I< .£(0 :6.J •ct: s:11T.Z,5"" usr.r::, / "" '-"'M/'-.. MF. •C.U. Site, l(C'.~ W.,4/ I ll£Q1 D -, . Fe. M At.1·-tr.: s:uru~£~ u sr:t, "/.. F""e R€<fJD Ao ... ( /0 r=c fw,ru~ g P-::-tf/ D 2. -S-- .,. Blll'LDING ENVELOPE SUMMARY ~Ul\:DING ENVELOPE COMPLIANCE Form 1 (NR-8/81) ""roject Designer: _Jllvf .J11\.11::.l'\/E::Z-Doc;umented by: _______ _ Project Title: C€N1/i?','fL fiOc/?;.ll! 6~1/€/.ZS~ Date: ____ _ Project Address: ______________ _ Checked by: _______ _ Date: _____ _ Permit Application Number: ____ _ Thia form prottld•• •p•c• to lns•rt summary data on th• building •ntt•lop•. Form 1 Is used In con/unc tlon with Form 2 and Form :I worksheets to pro-,·td• the nec•s•ary Information on building h••tlng (U•Valu•J •'!d cooling (OT_TVJ design crlterl• compllanc-_. SITE DESCRIPTION (·from BuUdlng Location Data) S 7 Location Code Number 1-__,f __ _ Latitude Degree Daya-heat/n._ Solar Factor. s.~. Cooling t:f..T. ASHRAE ( design temp. • 7-a"F> 2. _·l:,,e rJ 3. ?Q't2 4. 112,7 5. h HEATING DESIGN CRITERION Standard U0 w____;_ 1Q,. 42-7, u0 ; 11. 0./ uo,.--12. __ _ Maximum Allowable /3 U0 ,,era11-13.=== Proposed Uow---14:. _._s ___ Uor 15. l/S Uof €7-1e. t2 Propo••d Uoveran-17. /3 L/11• 17 must 11ot ••c••d Lin• 13 . Note: M•1tlm11m Allowbl• U0 -,er•II •nd Proposed u0 .,•r•II •r• oalcul•t•d on l'•g• 4 of Form 2. . Ct--,,,-..., •,:,, '.'.i /. Vote: For heated only buildings. Uor Is calcul•t•d lor the proposed building from Form Z (Heeted Only Bui/ding) using the ••lu.e from Lin• :lfl tor th• •r•• of skylight• and the ••lue from Lin• 3 7 for th• o••r•II roof area. · BUILDING DESCRIPTION (from plans} a. oo'I Occupancy Tyo• Code Numb•r (from Occupant Ratings for Buildlnga and Rooms) GrOH Concfitlone4 Floor Area. ft2 Number of Floora Average Grosa Conditioned Area per Fioor. tt.2 Average Wall Height per Floor.ft. (l•clng conditioned space) ' 7. 45S0 1 aa.4S5o a •. 10 COOLING DESIGN CRITERION Standard ·onv._ 1a. 3 l '5 OT.TV,·-,... Lts 1 Standard e 7 OTTV. __ 20. ' Propoaed OTTVw,-21._3/.£ OTTV,_ 22. ~ .'-/ (:, I PropoHd 7. 0 OTTY ..•• _. 23. • Lin• 23 must not •xcaed Llrie 20 Note: Standard OTTV end Proposed OTTV •r• c•lculated on P•g• 4 ol Form 2 • Note: For heated and cooled buildings. 0 TTVr Is t:alculeted for th• proposed bulldl,rg from Form 2 (H••t•d and Cooled -Building} using th• valu• from Lin• 25 for the ar~• of •kY.ll'lhU and th• value from Lin• 27 to, the -ottera// roof area. The S percent" exemption do•• not apply to any cooled buildings. 1ATERIA. _. DATA FORM ,UILDING ENVELOPE COMPLIA-NCE roJect Tl.tie: CE.w 172AL FEPet?A\-~1'.\VefZ S~o,-J HEATING DESIGN CRITERION Wall Type ~ Type 1 ~ Type 2 Type 3 Surface Winter ArH, ft.2 U-Value 150 X .Q$ .~ 50 •. 04r,, b1-• ..J.1: MCF ,. , .. o . • 1.0 • • .:2.5. II: • Type ,t . · •----•----• Type&.. --.---•----•, • Tota~ 4(4 Awall 1• Door Type Surf ace Wlnte; Area, ft 2, · U•Value MCF Type 1 Type 2· 'Type 3 lf 2 • /.oS • I .. ---·---·---· -----·-----·-----· Total '-{ ;_ Adoor 3• - Olulnci Type Type 1 Type 2 Type 3 Surface Winter . Aru, ft 2 'U-Value 2f.f (. • 1-}3 • -----··-----· -----· ·-----· Total &. . ,zqG "window Total Btu/hr-°F J.5 ~5 5.7J:, Total 2. . 1 LrtB Total ,Btuthr-°'F . 1/ 'i.1 Totaf ·.f. '/ </. / Tot1i Btu/hf-PF ~35 Totai 11. .3 3 5" Total Aow 1. -...;..;==-,.2 Tofaf HHtlng e. 4ot:J, line H3+6 -,In• 2f4HJ Uow• 4c;tJ. +. gry 2 • llne1 lln• I I. .5 B tu/hr-faCor= · ~ Form 2 (NR·8/81). Date: 9-15-8 Z COOLING DESIGN CRITERION Waif Surface Summar Tl>eq Total Type. Area, fl 2 U-Valua Btu/hr· Type 1 -(50 x .05 • 4tf ~ ') r) • •' • ) I ,, r· 2 5:2 X .04(, X 3Q :2~5 I ,..t: . Type 2 .. ' • Type 3 ~¥ x • / ·t,. X ~ q... • --· .:: --~-,~ ~ Type 4 • • • Type' • • • I ). . To.Iii 4~1/ /013 ,, . Awalt 10. Total 11. . 11.pz..:: Door Surface· 8.ummar TDeq Total Type Area, 11 2 U•Value 8t~/hr Type 1 lf Z. • /.of~. (Z. -.., .. ~, • -·--' •. I Type 2 • ·• • Type 3 X • • . T.otal i? Adoor' 12. Total 13-. ---1 .. ':.:> 2 . Olulna Surface SF 80 Summer Al Tolal Type Area, 112 ~,,, ~ U-Valu• Btu/ hr -. 21? ·x[(ill~~)+( (:{3 -~~)J--237t/l T,YP• 1 'rype 2 ·f<-•->+f •-)]· Type 3 X (-•---)+ •-)]•. Total '/.1~ 23 7t/Z A 14. Total 16. · window Total :<..?-~ Aow 18• _ _;__ ,.2. Total "5 3 A CodUng 17. t.. 3c.-r- line fO+t2+t4 lln• f Hl3H6 ~TTVw• 25334 .P:,:: --~ ---· ----·· llne f7 · ... ,1n.,. 18. i 3/.6 Blu/hr-f12 Ii' MATERIALS DATA FORM (Heated and Cooled Bulldlng) Project Tltle: __________ _ HEATING DESIGN CRITERION Roof .Type Type 1 Type 2 Surfac\ Winter Aru, fl u-vatue 137 2 • .Ot.//. .- 2965" JI • 0,33 • Type 3 ---•----'• Type 4 ----•----• Total 4 ...... 77 "opttffUe1 I.~ . roo1· 8kyllght Surface Winter 'rype · Area, u.2 U-Value Type 1 Trpe 2 Type 3 Total ~ • /./5 • -----·-----·· -----·-----· A 21. 9 (,t, akyttght ~~~- Total Aor uo, • A Jr· . 23 :-1 _.; I;) ,.2 ............ ~ lln• f8f2 f 437..~ ·-.,. Ina 23 '2& 2 Hne24 Total Btu/hr-°F : i~ - Tot•I-.-20. / 52 Total Btu/hr-°F 110,e+ Total 22. / / 0. 4-- Total Heallna 24. "2. "2. In• 20122 28. , 0 50 Btu/hr-ii~ -----H-- Page 2 of Form·· Doto: ____ _ Roof Type Tvp• 1 .. Type 2 1·ype .3 COOLING DESIGN CRITERION Surface Summer Ac Area~ ft 2 U-Value Mc /3 7 z • !! X • 0 '{I • :7 q If .1 z • t.. tJo S x il x ,O 33 ,...J.i. x .q 1-• ---·"·---·-·-· Type·4 ___ xJ.!•---•-•--:-• Total 28 4Z77 Aqpaau• ·-==-=-•-Total 127. Total Btu/hr /b7~ ~8 57 4~33 rool · 8kyllghl · ··. Surface 80 Summer AT Total l'ype Area; tt"2 u-vatue Blu/hr (.J''' (') Type 1 q b JI [(t!!: • !5 /)+( • 8 IC J£...la &; '2 38 T.yp•-2 · ___ x·[(U!x_)+(. _____ x_) •. ____ _ Type 3 ---•·[(1!!x_).f-( x_ •-;..._ __ _ Tol•I q (1 A 28. · akyllght Total ;20. 6238 Toi al 4 3 73 ,.2 Aor ao. __ _ Total / Coollna 31. /077 .. e 2at2a. .,,. 21+19 QTTV,• /077/ e + nne 31 4373 .• lne 30 Blu/hr-,a2 ( ' e, ~--_.,_" __ ••111•NIIIH•1••••1111111111N••• flr11111•~••••1 ,1•1•11•~ •,1,~111~,1 -~ AATERIAL:. DATA FORM (Heated Only Bulldlng) •roJect TIiie: ~ HEATING DESIG.N CRITERION Not Slryllr,llt ., • ., up to S perce11r of rite 11roH i:elllnfl or root •r• • exempt from tit• U01 calculatlon tor 1te,rad onl1 building",~ . Roof \ 8urf1ce Winter Total' Type Area. u2 u-v11u, a1u1,.._.o,: \ Type 1 \ \ ·----· Type 2 -------·----· Type 3 -----•----• Total \ A 33.-=--•\ opa~u• ~ roof SkyAght Surfa·c• Winter Type Area. u? Value \ ' Type 1 ----• \ • \ Type I •\• Tot1f · A 35. ekylloht -=--=--\ Total 2 A0 r 31.. ===:: ft lne 33t-36 Total a•·----· Total Btulflr-PF Total a,. ____ _ ·\ 8kyllght Exempt• 2 Ion 38·==~:: fl line 35 • .01 \ Total Btulhr-°F -A 30 2 akylloht • ===" • ~---. adJueted .lln•. 35-31 line 31 "" __ _;~ o, ~•ro, whlcherer ,. ,,, .. ,.,. Total 11 2 A 41.=~= opaque fne 33.f.39 roof . a-'dJuated Total · HHllna 42. =~:::;:::;;:: ·- ·---. -· -... Uor• ------... -------· line .fZ /.-----~-In• .ff f; I Page 3 of Form 2 Date: ____ _ 43~-------- Dlu/hr-,rtPF r , J . ,. r. (: -.. TERIAU \TA FORM iJect TIU~: ________ _ HEATING DESION CRITERION '. ·pe Surface Wini tr ... fl 2 U•Value -----------· ----· >:c::::: ----·---- ·pt 1 ·pt 2 Pt 3 ·pt 4 ... , loor44·===~ u2 , . -----~------' nn• 45 nn• 44 ,; Total Blu/hr-oF Total Heating.CS.===== Page 4 of Form 2 Date: ____ _ U~ ~ Lf Z.7-<.. -~'? _: -. -··r4373:<~0I -~ /3 t .,__,.,._ ..... -........ • ··-·- ,, 1,\."uJ 80 ~~ .-1-4373 U .::::: r.J o·-, X 5 +--4r~J') :<....0136 -;3· 0 :_) . I.~ • .;) . - C,: ·-~.r . . . . -'1 i1 -'~ --t · 4 37 3 l_ .~rrv ~ 3 , .. ~-~-< yr)-;'. +¢37~ L(.~:r.~ 0 -·-sm - . ..--. . f_-,. I , . < .. ,.' I-431]; . ~·71r/ _;; 31-0 '<, e(j z.,-f _'l l!~ x.4373: 7. () I,-' • ,,. (' . .. ' . -. ,.. ,9, ? .... , 4373 ? .... z ]J I at ·.:.. at .. ,.J · PROPOSED CONST"RUCTION ASSEMBLY BUILDING ENVELOPE COMPLIANCE Form 3 ~heck on• and writ• In· construction •ssembly number below (e.,g. W•II· t, Roof·2, etc.J C!:t".'" wan-1 D Roof-.......,_ D Floor-_ ' List of ConiJructlon Components .-..----+--1• ~ ~ 5-rocc.o t--~--1---2. eu,c..ot.JG, PAPGlt.. ----.___,.?-'l~---t---3. r,'' t '->-'Oc. • --r, o.J ~--~r----1---4. 'I;_' ~ytsaM ee..eo Sketch of Construction Aaaembly • ra~ing type: __ ~_.,_o_t> __ II wood complete· th• foliowlng •nd •rJJu,t construction ••••mbly tor fr•mlnr,: · Size: f • X &, • -.Spacing· I '1 •. o.c. lndlc•t• •r••w w•lr,ht of construction ••sembly, •i'ld •pproprl•t• f•ctor• be1ow: s. 8. 7. - a. Outside· Surface Air FIim Inside Surface Afr FIim ._Total Ther~af Resistance (R:r> u-varue (1/RT) ~ fz.8 · Coollng .zs Cooltns, . 20.'IO Cooling .Q5 Coo/Ins, (NR-8/81) R-Value .. I 8 - .. 4S .. '8 H••tlnr, . , 17 H••tlns, -zo.<l& H••tlng .o,; Heating Wa-U:· Area ____ tt2 Wefght I 2> fb/ft3 MCF 1.0 Note: Tot•I lfr •nd U•V•lu• mu•t be •dfu•t•d for th• effect of fr•mlns, when •pproprl•te. TDeq . 4-C/- Roof: Area ______ n2 'I> Weight lb/ft3 Mc Ac Floor: Area {r•lsed only) ----n2 PROPOSED CONSTRUCTION ASSEMBLY BUILDING ENVELOPE COMPLIANCE Form 3 .;heck one •nd writ• In construction •ssembly nurr,ber below (e.g. W•ll· 1, Roof·2, etc.} ~ Wall-3 0 Root-__ O Floor-_ ,, List of Construction Component• ·~-.t-,t-----...c....._.i.-~-.1. V-z tfty P~ e,,~ ,~~-....,-W-1~--t--~. {" f tJ.S. Uc. .c.-nollJ ..,..t,'A----b'J".:t-i~-t--3. Y2·· A,JZ. GJAp ~~71===::::~a-1--1-----1~.. s." c:,,., CllefG. ~u,G. ... • &• .-.1-__.;+---s. 7/a ~;l::::===t:t 8. 1 ! . I: (t'._~::t:===~~ Sketch of Conatructfon Aaaembly 7. a. IL Outsl~e Surface A-fr FIim • raming type: '"·..>c&ffc ,~,114 · - II wood complete th• foliowlng and a,J/ust construction assembly for framing: Inside Surface Afr film · .. CoB Coo/Ing .:zS Cooling 'Size: • ·x • .Spacing_· ___ •_ O.C .. Total Thermal Resistance (~T) ·: ~37 Cooling Indicate •re•, weight of construction •s••mbty, •nd approprl•t• factors be1aw: 0-Value (1/Rr> .,2 Coo/Ing (NR-8/81) R-Yalue .4S 5 .l .. 04- .IS .ts,8 He11tlng I .. 17 Heatl,:,g &29 ,-,. He.ting "/2 He•tlng Wall: Area 'i';O tt2 Wefght ,;¢' lb/ft3 Note: Tot•I RT and U•Valu• must be •dfust•d for th• effect of fr•mlng when •pproprlate. · _ MCF ...,;is..,-___ _ TDeq '30 .Roof: Area ____ ft2 'i> Wefght _____ lb/ft3 Mc Ac Floor: Area_ {raised only) ____ ft 2 , PROPOSED CONSTRUCTION ASSEMBLY BUiLDING ENVELOPE COMPLIANCE Form 3 ~heck one •nd write In construct/on •nembly number below (e.g.· W•II· ,. Raoi·2, ·etc.J O· Wall-~ Roof-Z 0 Floor-_ List of Construction Component• t::::=:=====iii::::~==::r--1. 13() ,,,.-• vf' rL.oo F 2. s18 .. s~e:A-rt.-\11-J'? ------ll---' . I -rr. Sp/\,= -3. "3 "~TED "''''c. ""'-... Sketch of Conatructlon A•••mbly . . . • raming type: w~a -re;,,sJ II wood complete the loliowln11 •nd •tJfu•t construction ••••mbly for lr•mlnr,: · Size: • X __ • .Spacing· ::? 'f •. O.C .. lndfc•t• •r••, weight of construction •ssembly, •nd •pproprl•t• t•ctor• below: 4. J~S.UL~-ri~N . . 5~ Yz." ~cJP SUM t,04,~0 8. 2'' Dv-~ Att2.' ~PACE . s" .s. pe,NOeD C~u-, "3'iJ 8. Outside Surface Air FIim Inside Surface Air .FIim Total Thermal Reslsta~ce (R.T) u-varue (1/Ry) .,e Coo//nr, .. 25 Coollnr, 3o.57 Coo//nr, ~032 Coo/Ins, (NR-8/81) R-Value .4S: .. 78 5_3 .'18 He•tlnr, .. ,/7 He•tlng 3o}/t/ He•tlnr, ,Q3_3 He•tlng Wall: Area ____ tt2 Wefght __ lb/ft3 -MCF Note: Tot•I /IT •nd U•V•lue m~•t b• •dfu•t•d for th• effect of lr•mln11 when •pproprlate. TDeq .--- ... Roof: Area '2,qoS n2 Weight -~---lb/ft3 Mc Ac Floor: Area (r•lsed only} ____ ft 2 PROPOSED CONSTRUCTION ASSEMBLY • B'lTILDING ENVELOPE COMPLIANCE ~heck on• •nd write In construction •ssembly number below (e.g. W•ll·t, Roof·2, etc.J 0. Wall-,--- (1;1--1(0 0 f--1,._ 0-Floor-_ Form 3 .(NR-8/81) " List of Construction Components A-Value -33 .78 3.0 E~~~~=:_~:§_~~:§_~~:§_~~~~~:t---1. f>UIL r. uP ll.t,,o F 2. 5~" ~'4e,A1l-1UJ':j .-------41----3. 3' v a.> re-D A:tT'"&.e. ~f A ere: 4. '"'S01.A .,-ION · s~ Y"l. 11 6. ypsu~ l?oA~'O 8. 7. 8. Sketch of Con1tructlon A11embly • _ 1 Outside· Surface Air FIim • raming. type: woo~ -r,euu~ If wood complet• th• loliowlng •nd •~Just constructlo,r •••embly for lr•mlng: Size: __ • X -. .Spacing· 2'/ •. O.C. lndlc•t• 11re11, weight of construction assembly, 11nd approprl•te l•ctora betow: Inside Surface Afr fflm _. Total Thermal Resistance (~y) ~-Value (1/R,.) I q .45 -~8. _t,8 Cool/nr, H••tlnt1 .• 25 .f 7 Cooling H••tlnr, z 'l..t{'I z ¥. t./1 Coo/Ing He•tlns, ,, o·'I/ .. ol/1 Cooling Heating Wall: Area ____ tt2 Wefght ___ lb/ft3 Not•: Tot11I lfT •nd U•V•lu• must b• •dfuated tor th• •lf•ct MCF TDeq Roof: Area Wefght Mc Ac Floor: Area (r•lsed only] (~7 2 ft2 12 lb/ft3 ____ n2 of lramlr,11 Whf!tl •pproprl•t•. · ,. PROPOSED CONSTRUCTION ASSEMBLY . ·EfUiLD.fNG ENVELOPE COMPLIANCE Form 3 (NR-8/81) ( ' 'Ii ~h•ck on• and writ• In construction assembly number .below (e.g. Wall•,, Roof•Z, etc.) ~Wall-2 0 Roof-__ O Floor-_ i, I( ... ..... -... I-,,... .... . .J ~ le _............, ..... -..... ~ 1...-,, i.,., "\. i,... .... ~ I,,. ~ 4.:.' I',._. l/ -v ..... ... Sketch of Conatructlon Aaaembly • raming ty p e:._...;~..;:;...;o_DO-=--- ,, ttood complete th• loliowln~ ·· and a~Ju•t construction as••mbly for ,framing: Size; '2.. • X 8 • .Spacing· 1 f, •. O.C .. · Indicate •r••• weight of · construction ••••mbty, and appropriate factors below: Wall: Area ____ ft2 · Weight /9-lb/ft3 MCF ..1:f}._ . TDe q . _--1l.!!::.. Roof: Area n2 Weight lb/ft3 Mc Ac Floor: Area ft 2 (raised only) 1 List of Construction Component• 7/a" S1"c.>CC:o • 2 • e..., ~ o,.,.i Gt ~ ~~ 3 4 • IN S~LA7"lDN • ~~ e(.YwM> ~....-.-::r-1,-.)'J 5 g 7 8 • Out-side· Surface Afr FIim .1,8 Cooling Inside Surface Air fllm ,.25 · Coo/Ing Total Thermal Resistance (R.T) l/.8 Coo/Ing 0-Vafue (1/RT) .04& • Coo/Ins, R-Value .. ( 8 ·~ l~ .47 . .- ./ 77 A-5 • (, B Heating .17 Heating 2/:, H••tlns, • 04(p Heetlng Note: Tote/ Rr and U•Valu• must be •dfust•d for th• effect . of lr•mlnr, when appropriate. ·~. {, . ;.,-. • •, 'I . ~ ' -f·' .,t .. ~ . ~,:'> " ,~· < ' -.... : {• ' -·. -. ' 1' I