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HomeMy WebLinkAbout2131 FARADAY AVE; ; 85-490; Permit(/) z 0 j:: c( a: c( ... (J w a f ~ I USE BALL POINT PEN ONLY & PRESS HARO ~ ~ --,~--------------------.---APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. 1 . CARLSBAD BUILDING DEPAR'TMENT IIC 'IXi I hereby affirm that I am licensed under 11 l (619) 43E-5525 IA , a..1 uwt• • ~ ., _ o ,firci"vtslons of Chapter 9 (commencln~ with t ·-~ iD ti[ Sectlon?OOO/ofQJvl~tonJoflheBus~oes,,.,J \JOB:ADDRESS AV.ST.RD. TCROSSST. OATE,OFAPPLICATJON' PERMITNUMBER = < and Professions Code,.aptl rny llcense•ts ·II,, , \ f ,\ · . ).. · , U. ~ fullforcea~f(· · J!;,.. 'I ~ \ .'llit'~~/2<:P ~ tc:' .z · .. ~~Lie No~~ {a Class -=-----1 ....,...e.,.,....,.._d:=:;:.....,~--,--''-c--L+--=""'--'-..::,;:o+~-"+-----_,_,'-=__._,_,,_,_f<-...;..u,:;......a,--_~..-----------'-"'-"-'-"""..._-='-""""--' r----''---------<--+-----~~-1 () ~ 00 .. -I LOT BLOCK; CONTRACTOR 0 r 1--hilri,6y.:a11irm-tnat I am exempt from the Contrac• I \ s:-E -. ·-' .,,,, C. • tor's license Law for the following reason (Sec. 7031.5 · , · , a, Business and Professions Code: Any city or county which re· I , OWNER S NAME ll--""""-="'=""';..,.,......u,""'..,._,....,_~~,""':.P"\-~~d~-+_,....~~t"'-:-c-:>====--11-------------+--"'------------1 I- quires a permit to construct, alter, improve, demolish, or I . PLAN 1.0. # BUILDING so. FOOTAGE repair any structure, P/IOr to. ,ts issuance also requires the ap· ;, A\"'"> l ~ b..l\. A -Q 'e C_ ,g A I')/'( I.\ _ ...._ , J...,. . I , / A I a: w a ... 5 Ill ii: w z ~ z 0 ~ (/) pl1ca,nt lor such permit to file a s1Aned statement that he ,s hcensed. pursuant to the provisions of the Contractor's License Law (Chapter 9 commencing with Sectmn 7000 ol Division 3 of the Business and Professions Code) or jhat 1s ex- empt therefrom and the basis for the alleged exemp ,oh Any violation of Section 7031.5 by an applicant for a perm,1 sub-jects the applicant to a c1v11 penalty of not more Iha~ five huo· dred dollars ($500), fJ I, as owner ol the property, or rny employees with wages as their sole compensatton, will do the work, and the struc- ture is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who bmlds or improves !hereon and who does such work himself or through his own employees, provided that such improvements are not intend- ed or offered tor sale. If, however, the building or improve- ment is sold within one year of complelion, the owner-builder will have the burden of proving that he did not build or im· prove for the purpose of sale), D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License law does not apply to an owner of property who builds or im-proves thereon, and who contracts for each proJects with a contractor(s) license pursuant to the Contractor's license Law). D As a homeowner I am ,mprovmg my home, and the follow-ing conditions exist· 1. The work IS being performed prior to sale: 2. I have lived in my home tor twelve months 3, rr~;v~ ~~rp~r;:~~3' /~,'; :~~~ption during the last three years ~r /h~~r~~;~R'-underSec. ---~---· B & P.C .. -------------+- D I hereby affirm that I have a certif~te f consent to self-insure. or a certificate of Wor s~ pensation In- surance. or a certified copy thereof~ec. 00. Labor Code} roUCTN~ , . COMPANY D Copy is flied with the city 0 Certified copy is hereby furnished z WJ-.-- :I: 0 (J (/) a: w :.: a: 0 3: il CERTIFICATE O XEMPTtON FROM WORKERS' COMPEN ION INSURANCE (This section need not be co leted if the permit 1s for one hundred dollars ( 0) or less) 0 I certify that m the performance of th this permit 1s Issued, I shall not employ any rson In any manner so as to become subject to the Workers ompen- sation Laws of California. NOTICE TO APPLICANT: If, after making this Cerllflc~ of Exemption, you should become subject to the Workers Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be <;1eemed revoked. D I hereby affirm that there is a construction lending agency tor the performance of the work for which this per- mit is issued (Sec. 3097, Civil Code) Lender's Name ____________ _ Lender's Address, _____________ _ I (__ d"O,v-!=,~-<!~1 -~~-~-F/P FLRELEV. l YO NO l CENSUS TRACT GP LAND USE PARKING SPACE GRADING PERMIT ISSUED REDEVELOPMENT AREA ,N D YO N vv y NO 11---~----L-------L-------,JL.:.-----'L,,---.--..P"i---':::,_---1. ___ :::,___,_:,..,__-r----L~-'---,,L----'--P--==-...J.-------------.----i l.i/031885711 Not Valid Unless Machine Certified 33308~34 QTY. PLUMBING PERMIT -ISSUE QTY. 1MECHANICAL PERMIT -ISSUE SUMMARYl,.ACCOUNT NUMBER ~ EACH FIXTURE TRAP fNST_1LL FURN, DUCTS UP TO 100,000 BTU 01-810-00-00·8220 EACH BUILDING SEWER OVER 100,000 BTU EACH WATER HEATER AND/OR VENT BOILER/COMPRESSOR UP TO 3 HP EACH GASSYSTEM·J TO 4 OUTLETS BOILER/COMPRESSOR 3-15 HP EACH GAS SYSTEM 5 OR MORE META~ FIREPLACE EACH INSTA~ .. ALTER, REPAIR WATER PIPE - EACH VACUUM BREAKER WATER SOFTNER RELOCATION OF EA FURNACE/HEATER EACH ROOF DRAIN (INSIDE) 001-810-00-00-8226 TOH,L MECHANICAL 880-519-92-33 TOTAL PLUMBING 001-810-00-00-8227 QTY. QTY. SOLAR -ISSUE 332-810-00-00-8930 --COLLECTORS SCHOOL FEE -DISTRICT 1 PH STORAGE TAN KS Carlsbad EXIST BLDG EA AMPISWT/BK ROCK STORAGE Encinitas 1 PH 3 PH PUMP San Die_g_uito RE·MOOEL.'ALTER PER CIRCUIT PLAN CHECK FEE San Marcos TEMP PO LE 200 AMPS 001-810-00-00-8162 - 'CJ 0 ('.} ... C -~P a. 0. <{ I -"' C a: 0 U) U) Q) U) U) <f --1 :1: 0 ai >- Cl) U) Q) u e a. !i Q) u C C<! C u::: ~ I C Q) ~ ('.} OVER 200 AMPS TEMP OCCUPANCY {30 DAYS) C, 880-519-92-57 CREDIT DEPOSIT < 1,. ~ • ' 0 : I TOTAL ELECTRICAL '1"~ -TOTAL SOLAR TOTAL FEES PAYABLE 1,-----------------------...... -------,1'"""'----------------------'!-------i---e..""-ii.::;..::;..i~~l,,.....,j I I HAVE; CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE I DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS I ISSUED: TO COMPLY WITH ALL CITY; COUNTY AND STATE LAWS GOVERNING BUILDING CON- I STRUOTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INQEMNIFY Af)!D I KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AtiD l EXPENSES WHICH t-ilAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OFT~ GRANTING OF THIS PERMIT. r * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER 5' O" DEEP ANO DEMOLITION OR CONSTRUCTION OF STRUCTURES OVER 3 STORIES IN HEIGHT 0 Q) a. U) E: I ~ :c 3: r,- ' :~{;~i,;i.r;~~J;i.·)~+r ... :,OATEf·• .. ,, .. , fPUf'ilPAt!Q~ .. -.. ;J. • ... ·Y· ·• -.:·~~-_,_c.-~. ~-,7' -,.·.,, ~ ' ~ ~!:r~'.~;;i;~r:~JjE~:£·~ ? ):V "~;;i-' .• ..,.-;. . ~ I--_·. ..· .. c -·: ·~-·/_ : '., · ,, -~J:JNJJE 08 ~RO_UJ .· ,. , .... , .. ;. ,. ,j-, .-. . J . ::-. ·_:·. :StiB'..FRAME(Jj, FLOOR. ·o: CEf lNG.. .. . t! :t~H:~~}JJ·f 0.8f;' : {"1~ t\ ·· I . I . . · I lL,. .'EXTERIOR LATH · .. ··, · -· -. . . . -. f•W, ., · I· · · · " · """ · : " ·''"'' · . ··= .. . . . . .. -. . ·· , :-~-iNSUtA'rlbN ... ---. : . 'i~". ·" -. . . . .. . .. . ,,::··_:;,.··.: INTERldR LATH Vci.RYWALL ,. ITT':' ;:;,:-,;--,_;;-... c~ •L. •1 .• ,-·IN~(?ficfN c~i~~'[p: INltp~(J;s1s DA1'6_ :•· _.-. .. . . .-. _''(: .. ·-:_'::---~~(~;~~~::r~· ~~'.~Jt,:::;.j::;\ . .'· • ~ 1 · . ;... -,~6 · ·, .:---· --·: · · . --r: --· . -, ., ·· · ._,...,,, ,.·,. "'~r ,"' ,:....:..:.ri::: ii.~/A r}ili'. ,,-~Qll:S._COfy1PLIA:NCf . ·;, _-7;.. :i:._-f t;'.>: ~ • :/4.(~,-~~ ,'I-!:-~~~-'\:.,' :.~~~':l-~-~-~~ ·--~-- PRIOR TO ,.,,, · -•-·:,\' · ··.. · ,---, · · '\' '' . • -./. · · ·' • -• ';F(?UNDATJQN-iNSP'. -. • ~·'\_ ''-..\ ·'.;, -~· .. ) • ' _,· ·"•' .:· ----• I•' -· . . • ·-. >' STR.l:JCTURAL GibNGRETE \ . . ;. . . ·"· .. OV~R 2009 P?I, . i __ cc-/_~-~: <[ :•• :{itsi:-rr0 -=,--h. ...•.. i -.. _: .. ,. ""• ···:~· .-_, .. }r::;' .:p9$T'TENSIONi;b \C --... ' -..... :: • --~---• _z:; ',. !v_J:: :_: :-<~-·: ·. _·, .~-_;~ r-:: ~: ~-.' ----·-~ • ,; .. ,~. ··L· . ·. PLUMBING .. -:~ ' , '~ . :., CONCRETE _:... ..:• ••.. . ·• '. ( -7:""''. ;· .. i;,·. :' ·:._:,.;_ .:_·.,. ' ,,. .·;.-:··· ~ '· ":: .{ 1,·,. _\-_ .. ·JtlEl,,_i;:> WELO}~B.· ".'-• , . • :,1 .·:-~ _ ·,, l -· .:i ... · _. ·.': · .. ··J°'.i G ._\ ·\1f·~~-, \:'tf 5:~WER ANt)13Uc·o ··:' o>ri%:6 .rr·, \JNp~R~Fib,u~:ci-·: d·.'W~stE;· ·:o< ATER . • ~iGH STBeN?tk . os• ' ... -" \ ,.,, • • • ,. ., • • I J:~~,~;;~~; --, ····· . . ········ . Sf ·'"i %\ , , "' , ,~ :'.:);; .. ,_ f\ fl . ,. +.i: f~a SHoiit:!~. ·. <p' ~ ·. -F , ... :, i,(..;_ ·, --~~~~-~$1' ._/::_··.:. ~-·-'.'. ·:_·,·::._ .· i ,.,.·; --, • · q WATl;:Fl~ H _!;~JE.13 _ D $PL~fl W~:T!=~- ·y PILES CAISSONS "'·· .. ~ · '-·:i'--"'~ _ ---~ ,..,, ,,_.. , tf '"'" : -n· ·-J 'i'. ,·. 'l n-P·•: '·. · f' . -· r: f ~~ .. 11 -i' , r ,, '~ •' < _ _., f, " '. •,·:· i, ·_:~~:. --~-~-·$_' ·~-~- -··- ,: ELECTRICAL . · • -I, • --~ •::..._ ·,;-:c-~ :;,.,>Ott • <..t'¾. . ,:! ,... .. ·.' ':;Ii .. -...:.:\ .;----¼/1<:1;,_~ :~ ... ' --~~·~':' ;P.~.t--· "./ _ gJL~Gt~1c.;yJfp~RG~oWNJf :<JJ'.l!F.FER· J, .. ·. __ .. j_ --~ I R0,U~H ~1:-_Eyl;BIC . " . . .. ,_ "' --~.,._ .. _..'i.--~:--·--J,i;-~,--,:;;;~. ' l_J.-,; J ~ ;~ ~ ~}. -_, -·-... ..,;, . - ~--'',' -,-it, ;~~ ~~--~--.!~~ .\ (.,:~:::..:,.~~:;,_~--,:,;:,.,;.,;~:r-.. . t,J·_.$LECTBib $ERYICE_ qi:, T~MP~_~ARy· tJj36NOiNt ... -, -. o' 'Poot . - __ ·-... . \ i _;_ \ ;_~.-::.-::-·;-~ ... ····-& ' ..:. ,~-.r 'r: ~\_ ,......~!,~~. --~~ t I• ,M EC HAN ICAL--. · r·. 1r ---~;;__.:, ' . \,"' ~__1._~l-~" '. ~~ , ' J. "'° _._,.. ~ __ _1: _ _._._v ~/ ·, .-:·y t\ "' .... -.· ·f7';;~1:·; . ' ' ·£:f.DtJGt .& PLErvt/ '.:: 't:i' REF_-PiP ... G · -. \' ·, ~·i,,'~~. -. ...,__~ ............ , . . ,., i. .. ·/ \·. ,l' ",, .. , ' ' ' ., ., , _,,... ... . . ,·, .·HJ;-A T /:. ft.i rac.co.~P-"·~2'_STi;Mif~ -_ •, 1~ · •• ---"· _-.~. _-=-----~--~ ·-· .-. ·--..... ,.. ----r---,bt:-.·----~·::,.:•t'.~\ ,.... - -.VENTILATING SYSJEMS 'i' .,-: i,.v--,,_:::., · ',~~r:~-n -.--·, ··· . .. .o ·: ;·,,.' . 'r.., ;~,-t'\. ., .. ~.-. ;--·--,. ;'.---·--·_ --~--·-. r ·;\· ·-, __ .. _ .:': .. :/· , .· . :~:~ ·::_ ,:, , .. ·.; :x5ALl·FOR}=tNALINS.PE,Cit~:·oN)NFIENALLAPPRdPRiATE ;· .. ·. ' i\,::-r1·: f·:r.,,·.., _;y,;',-:., ··:-'; ·' .. ' ; .· -·' , ·, ··_ -, ·.' _.-.. ·, -. ·-... ' . . : -,-:.. ' ---; .. ~;; 't, .-t', • ~-' f , '.. . ... -.,. ~ ·------. , ---~-~-• \ .. J ·,·.:1 ... .-., .. IT.E_MS.ABOVE-HA.EBEEN-APBR.O\/ED,. I\ .. _, ... 1-. )_-\·:r.,1 ,·,.·-~·.,, , \1 :_:_, ;,:1 'l' :::· · · "'--,, · .,, . FINAL -___ . .-· . ·-·· t .. ;:. .,... .. ,.:. \.;..... .. , , , , . ... . , ,.,·,· ". ~ . --.,_ " ... .,-., ~--·..._;1 ''/.11·1·.~ :·.'(.,,,; ,.,..•~·.··tr-·,·-1-;'J 't"'\··-t~•,'. ~..,-·i...!. ... , .... 'l"'~--:\!-PlUMBING· -.'>,'(',(( ,,..~,--. '·---·r· ..... ..., -··-···"·' '': · .·.i -~,_..,., __ ,,, .·, \"'\""'\··,,· /---~;"-<-'. ._,;.· '":' i/.r~t;-,·~\"1.··:. _ _.. ;,·_~ __ _---:_;:,.,.,-, ·_::>·:,.::. .,., ,,..~ ... ,_',..,,.,; ·. ·;,_ . .,. I .-l;:i,.;!;Cl;.l:UGA4.-.. r,,-,-,,i," l.---J·('trit ff·"',i'"l'tr·.,:f:1cf,i1; ,_,.,,1:.-r,,._.,.,,,. ••1 · .. ~-\ : . ,: ~-: ':t·. -, .,' -.·-:?~M1q~ JL ..... .rL.:..C. • .t~.:: :,.fr"' )V.-:~.<;,) , ... ,. :; -, , :,:·· : ' .,. / . .. . ::)!' \i+~: ,. t-r~\c:~. , ~·2.. fui;t: r-,,_ , 1 L, . · -·· ·[~ '. · ,,.· -· -~~:-:;~ '· APPLICATION FOR P.ERMJT TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARLSBAD ¥,,>; c_. SE 2704 EN-GINEERING DEPARTMENT '...fl\",-:,. 438-5541 ·J·Ji__(}/J ISSUED BY -·1_ •• J FOR APPLICANT TO FILL IN U/2/Bt: DATE ISSUED ,· I I . BUILDING ( \ '/ . -F' -·· \ ' \ ' '. VALIDATION ADDRESS t I :, '' ' -I I' 1 ' ( . OWNER ' ·' 1 '. f·,1:· \_..'-~·~ ,i~': ~-"; _,;( ::....::; i:, i(~ \\ ('. \· \ \\ i 2- 1~1""".t.,t .) ,; \ L' H :-. i,t.\Hl ,}_\.). MAILING .,, !".\'.\ \ \ ''1 ('1{ ( !\ C\ ~l \ \ \ ADDRESS ·-.. --i . LATERAL CHARGE COMPUTATION CONTRACTOR 'i.tAl. ri :\\".;i.J U(·" ,t .~J \ \ }u1 \.J/:\ I...\ v STANDARD 4" (Max. H. 30', V. 10') OVER 30' H. @ FT. CONTRACTOR'S -1-2-,-;:--{_ -s·i. \\ •\\..\ \,i.i\) \? <j I OVER 10' V. @ FT. ADDRESS ,::..{-:. :, \ \h•. r 1· (·k. q~ .. \\ \ STANDARD 6" (Max. H. 30', V. 10') OVER 30' H. @ FT. NEW BUILDING ~/":.:.. ..... I EXISTING BUILDING I OVER 10'V. @ FT • . LEGAL DESCRIPTION TOTAL CONSTRUCTION COST -SERVICE CHARGE (REPAVING ETC.) TOTAL LATERAL CHARGE '• REMARKS: LINE COST DATA ASSESSMENT DIST. NO. FRONTAGE COST PER FT. TOTAL OTHER : LATERAL LOCATION CONNECTION FEE ~ .. ...;;-f !;; I I i-= NO. UNITS I'-! \ .. ·~ (/) J L-. COST PER UNIT I:.. ')~1 .. /1....:; ·.) ' -· TOT.,AL . .. /"1' rl\ PUMP'STATION FEES \..) ,v NO. UNITS COST PER UNIT TOTAL I I ' ,. ST. v' . -·, /t./ r , L-·. TOTAL CHARGES (LATERAL ETC.) ) ,,. V LATERAL NO. INSTALLATION DATE ,. WHITE: Englneerln9 GREEN: .Finance YELLOW: Sanitation PINK: B.uilding GOLDENROD: Permitter ~·p .. ~-. • • • , --""····1:., City of Catlsbad .. 1200 ELM CARLSBAD. ·CA 92008 • TEL. (619) 438-5525 ' . ' rJob . \ A~\i.E, Addres~ / _~ ( -.~ f' ~,-\-,, J\'-'{' 17--'· :.::...~ L ;, -· Owner -r· , ·----:-l:=, . . ' .. ' l !Cc''"' ~ ~--,l......-~ Lt;.,._ ,! Mailing ~;~:~--~ '.--::J. 1 :::::J/ i\.l p:.,::. ro Address I, ____ t,,--' ---I , -. - City D ·1---> .,I.\ t-\ . . IL: v-r:~ l2tr\J II / ,~./ / Tel:,,,tf/,..,..-, ~~c-·· ;:~: ~-.. ~ ;;_,,.,~ ._ Contractor ). , · f V ~ I J. f l--'f,:.-x;~ . ··-t:.'~ t-,,',-..,..·· f. ,_ -' Add'.;s.s _ _:._ _ " /73.Nbl A/[~f:,;::.· .. .,::::. .-:; . .··~----:_:t~? ' . ~ ", City --;,; ~ l21o/?/f/ Tel. ..• .,. ...-;.,-. - t -l ' ·, .L' ,-:".:t'....,.:.~ ---'.. ~;--:--:.~ -,;'"'.) -,, ·;,:;) , .. _, \ ':-f. ' ... , ·"'"" -- State Lie. --. City f '-- S.·Classif. Lie. No. COMPLETE FOR PLAN CHECK ONLY l:EGAL DESCRIPTION :l-e:i1--1"'!:' l...:j1"·~ Tt+c:r/;f;-.,. BJ·! o ; ( r -· . ; t,:~•_...., },· i f-, v;J d:I. 11124 . ·-f .. . ASSESSORS PARCEL NO. DESCF\IPTION OF WORK - ·-\_I. f:J--L-,. • .,_ .. I \f_ · 8.JJLL.:!1Ut,o ' . ; I '. PLAN,ID NO-(~r· (_ -. -4{10 . . · fll,ll, JE.L-1..,.; 1V/f-\f~i-\;t..:.\(,...,l..,.-. ,_ ! ' • -- DESf~NE~{',DDREss_;?/&x~:? (~J-1Jf,.}O DEL /:i'/[. ,. . -•f. t ·1. ; ~ I ; ., ~ -.."!-, ...... 7 1'.1-....,~ .. , '} ' '~:t" ' ry ,PHONE ~~-. J ('.r h -. t. I --';, I CONTACT PERSON "J.,)_I\ \JI ,D I,'~__,.-..::-, )£. -1 · -(-t..-'-{, ~ / Ji --....... , _,,.. .. .. , ,' I ,, --r . . .... -··-' --l a.' ,. . ~ :--· MISC·EL~ANEOUS;-\.- RECEIPT . 1 .. !w. ,._ ', --II•. ,1 • l -t I MISCELLA~JEOUS'FEE RECEIPT /. -. . D 01-00-00-8806 * PLAN CHECK FEE J· , __ ,.' I D ~ALUATION -,L~ --,, •r7 D DEMOLITION D HOUSE MOVING D PARKS AND RECREATION FEE D PUBLIC FACILITIES FEE D SCHOOL FEE -DISTRICT ,D Carlsbad D Encinitas D San Diego .D San Marcos D CERTIFICATE OF OCCUPANCY n n n D n n D D D I CS:. D I --; ... --1.~ TOTAL FEE $ I ,._ ~-. I *WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE •APPLICANT lN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE FORFEITED TO THE CITY. COMMENTS: I l---f--·-. .---rr -. ' --14-J//-.. {/'-, ar. .. . . ,,; i'L, .,. v.: I . .I-' -~ '/. _, Signature of App.Ii cant---,. k:f:// I -' · .. _ .. -1:)ate I"< -~ -..... ___ -:_/ ---;,-:....:; "--. f . ____./ .. ... - W~te -Applicant Yellow -File Pink -(1) Finance (2) Data Process Gold -Assessor ·1 ., i \ .J I ·, l'r ----···f, f/ :,+,'' •\ ,_,City of Carlsbad 1200 ELM, CARLSBAD, CA 92008 • TEL. (619) 438-5525 MISCELLANEOUS RECEIPT • ; ~ I I :, ~-? / I r , r.'"' ---._ ~~~ressc///1/ rl/11AD/-V-1 MISCELLANEOUS FEE RECEIPT '7/ Owner -· I · • ·-L { / 6 r) -· '. . ~4./U.,(11,A-l] J-Yte4Jl.r.J.. ()9\1"/:'IL D . PLAN CHECK FEE __ o_o1_-8_10_-o_o-o_o-_88_21 ____ ____,a;-7...,_._/ __ ... · Mailing ,-~ ,.:;.. ~ t .,,,. V • .,. • • ~ .,... ' r· • I--A-dd_re_ss_-+,,,·7~~':2=,jt)=--~(-....,!..:,-i.=C...+-'t'-'i,-../rr,£'""'-;,;r,.q,,..,,.o;J-"'-/-f-/ '=k,:_2"'-fif}..,,__,_ ____ --t O VALUATION __________ --lt--------11 City ' • /\ !..rt! Zip • Tel. D ' Co~:::~:-l t.J!Pf.t'1 C}t qz.,-z~ o-fl.-tf-.t.-v----/-1/-,.-e-~---0-r-~i-l-7-+---~---1 r' /,JU J (' 1/),J. \'Tll 1 .lr7 Ir 1J I r,,vM v A1-J '-f" ~.;-y~~/."---ri---.S--~~~ ...... ~~~~~------- Addr~~-?, O (}~J(~;,-1,1;.p/j_ ./2,rJPr(i. I' 1 0-.,,:.. +-. -,,"-,f.-=-..,=-----------+-------1 11--c,-·ty_..,,_' --'.'-L!=-~-'-'-',?..~'-i,ci-Zi+p-=-+.-/~-'r'--'Te~I.-------o _____________________ _ 1------------J'-------+--,--. ------t 0----------------+--------I ~~~ c~ S. Classif. Lie. No. D 1-------------------111111 ----------------------t LEGAL DESCRIPTION ASSESSORS PARCEL NO. DESCRIPTION OF WORK ' , .. ,. . ,. 1~ ((// S:f;,D I : ~LI PP1J1l-r I f -I PLAN ID NO. - s,,..1.-H 0/EQio· r Cr ZIP q7..{ {J /} PHONE# 29t3 .-'7'7.., 11 -~ . ' .. !L I .• ,-. I Signature of Applicant\ ~J -7 J / ,..., -_. , o _____________________ _ 0--------~-------+------o ____________________ _ ,o n n n D n ·n D 'D D D D I-,,.--,/ TOTAL FEE $ ( ,, I .!---· *WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE FORFEITED TO THE CITY. COMMENTS: _________________ _ White -Applicant Yellow -File Pink -(1) Finance (2) Data Process Gold -Assessor FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86•490 ~ DATE: lQ .. 1 .. 86 PROJECT NAME: ----------+~+-+--w-7~.._; _________________ _ ADDRESS: ______ 2_13_l_F_ar_a_d_u~y ___ 7 _________________ _ PROJECT NO.: _______ UNIT NUMBER: _______ PHASE NO.: TYPE OF UNIT: _S_h_e_l _1 _B_l_d~g_. ______ NUMBER oF uN1Ts: CONTACT PERSON: ___ S_c_o_·t_ty~------------------------- CONTACT TELEPHONE·~_9_3~1·_9_3_O_8 ________________________ _ ::'v~PECTED ~ INSPECTED BY: _________ _ INSPECTED BY: _________ _ DATE INSPECTED: DATE INSPECTED: ALL DEPARTMEtffS APPROVED L DISAPPROVED __ _ APPROVED __ _ DISAPPROVED __ _ APPROVED DISAPPROVED __ _ COMMENTS: --------------------------------- Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ,. ' " ' 1-/,J,> • PLAN CHECK NUMBER: ADDRESS: PROJECT NO.: TYPE OF UNIT: ,~ :i : ~ FINAL BUILDING INSPECTION -------- ~ NO.: ______ _ CONTACTPERSON·~-~S~c~o~t~t.,__ ________________________ _ CONTACTTELEPHONE:_9_3~1_-_9_3_O8 ________________________ _ INSPECTED BY:_~-------- INSPECTED BY:-------,.----- DATE ,,/4, /,,.,,, INSPECTED: /9"~ DATE INSPECTED: ____ _ DATE INSPECTED: ALL DEPARTMF.MTS APPROVED _k DISAPPROVED __ _ APPROVED __ _ DISAPPROVED __ _ APPROVED DISAPPROVED __ _ COMMENTS: .-----------------------------------r£ _,, /()£ Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire \ \. FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 85-490 DATE: 10-1-86 PROJECT NAME:---~------------------------- ADDRESS: ______ 2_13_1.;....._F_ar_a_d_a.,,_y ___________________ _ PROJECT NO.: _______ UNIT NUMBER: _______ PHASE NO.: ______ _ TYPE OF UNIT: She 11 Bldg• NUMBER OF UNITS: CONTACT PERSON: Scott ----------------------------- CONTACT TELEPHONE· 931-9308 ~~~~------------------------ INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED AU DEPARTMENTS ,,, :;.-:~·: ..... , Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 85-490 DATE: 10-1-86 TYPEOFUNIT: Shell Bldg. NUMBER OF UNIT$: . CONTACT PERSON~· __ S_c_o_t~t~Y-----------~-----------~- CONTACT TELEPHONE: 931•9308 -~"-----"-"'~------------------------ INSPECTED BY: _________ _ INSPECTED BY: _________ _ INSPECTED BY: _________ _ DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: ____ _ ALL DEPARTMENTS APPROVED DISAPPROVED __ _ APPROVED __ DISAPPROVED ~- APPROVED DISAPPROVED __ COMMENTS: ---~------------~,...-=-""'-'""~Pd~d--=-~'-'-----____ _ ~Z/()a@: Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire \ FINAL BUILDING INSPECTION PLAN CHECK NUMBER: a5 ... 490 DATE: 10-1-36 PROJECT NAME:-----------------------'----------- ADDRESS: ______ 2_1_3_1_F_·a_r_a_ct_a~.v ____________________ _ PROJECT NO.: _______ UNIT NUMBER: _______ PHASE NO.: TYPE OF UNIT: _S_h_o_1_1_JJ_J1_d-"n-'-. _______ NUMBER OF UNITS: CONTACT PERSON: ___ S_c_o_t_,;;t,.,_.\I _________________________ _ CONTACT TELEPHONE: 931•9303-, _____________________________ _ INSPECTED 'iC-BY: ______ (,I..,__ __ _ INSPECTED BY: _________ _ INSPECTED BY: _________ _ DATE INSPECTED: .DATE INSPECT:ED: DATE INSPECTED: ;ol# ~ _ _,1/Ac..--__ ef_ (.V APPROVED ___ DISAPPROVED __ _ APPROVED __ _ DISAPPROVED __ _ APPROVED DISAPPROVED __ _ ALL DEPARTiiEflTS 1 ., COMMENTS:-~----------'------------------------ • Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire <ttttp of <ttarlsbab REQUEST FOR INSPECTION RECORD INSPECTOR __ (/uJ ________ PERMIT NO. (? TIME: __ 6_5°'-__ lj_Cj_O __ DATE: ' ' OWNER----..;:--:--=---:::=o.a-.-----.---------------------- ADDRESS .2. / '3 f REouEsTED BY ___ __,.!......f.,'°""~-...JJ..~---PHONE No. __ ?_/_-~9_-s_o_K __ -=----- PERsoN TAKING REPORT_~S'.~L~6--- BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT -GUNITE · D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION NTERIOR LATH OR DRYWALL NAL PLUMBING D UNDERGROUND PLUMBING D SEWER AND PUCO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER ~NAL ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE FINAL D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY ~INAL l ! SPECIAL INSTRUCTIONS ___________________________ _ Ready For Inspection: D Monday D A.M. D P.M. D Tuesday D Wednesday D Friday ' -CORRECTION NOTICE D APPROVED PLANS SHALL BE ON JOB SITE BUILDING D FOUNDATION D REINFORCING STEEt\ D MASONRY ~ .. •1 D GROUT-GUNITE @ ' .Bu:>G ~~ V-f?/d-o~TY UNA= ~~__$ D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH D INSULATION ® D INTERIOR LATH OR DRYWALL PLUMBING D UNDERGROUND PLUMBING ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D UPPER GROUND D G.F.I. n SMOKE DETECTOR M ISCELl,.AN EOUS D PLENUM AND DUCTS 0 COMBUSTION AIR D CONDITIONED AIR SYSTEMS D SOLAR D GRADING D POOL D PATIO 0 SIGN D OTHER @ @ TIME: ________ _ DATE: TO ,tY= Pft0v/P6D UJl:?"'P ON G;;~ y~ ,80~ CC/7 sLA:/.3 A-7 /¾"~ S,pC.7'/cA/ _, -r~AAl...!/./Za~&/<... @Q..e;tM,/,0 $~ ,&,Ii! ~pA~ ~~ ,½ n¢ C:.~N~~T.,, ~~ /~r,t,r:Y ,A-,l.L ,.P~ '7" </~.5 M ~ A-.s ffeu!Uz ~ .,,, .A,Opzc:if'S ~ q/-,IJEC)< /~7~T/ON ~ ~ o~ A-T ~ -::5t',/;;Jt! q -µJvsr --A:JioA ~~ _ 5,,,a,,,,7 /Zt,,J,4-(,.. S,,,t6S ~ ;vifjry;~ ~ ~IL):!. (!;JJ' f ll U-· SJE. C"TU!> 1/V tJj:e-t/~rf, .tv/l~ ~p INSPECTOR _________________ _ CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT PHONE· 438-5525 Note: Final Inspection Required •,' ... .. • -:' IRVINE-(714) 951-8686 Irvine Soils Engineering, Inc. Irvine Geotechnical Consultants, Inc . SAN DIEGO -(619) 587-0250 San Diego Soils Engineering, Inc. San Diego Geotechnical Consultants, Inc. ' ~· ,,J.__., , . ~ -,-J.\-._ SAN BERNARDINO-(714) 884-8828 Highland Soils Engineering, Inc. Highland Geotechnical Consultants, Inc. CALABASAS -(818) 888-4994 Coastal Valley Soils Engineering, Inc. Coastal Valley Geotechnical Consultants, Inc. Job !4::Lk._. # \4-:.11..-L'?-too Date ~o-l'B> Zc ---~.-=~~----------------.. Project Location: __________________ _ Grading Permit No: ' . -. . . 1 '""' .... .-... ,/ J/ , L,,~,;J J-.- Recommendation: -------------------------------- r By: ______ -~-_,,, ..,.....,-~~·--_/4_-{-'-=--*-----"-'y_/=--~, ~~,__..-~---------- / ENGINEERI_NG F.!LE • WHITE FIELD F&itE • vr:rw -JOB SUPERINTENDENT • PINK ~--- ~uTE OF TIMe.,.. :<..' "1' iAiTCl c( ® z QUALIFIED LICENSEE CONFORMANCE 'HE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the products identified below and on attached sheets Nos. . . are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of Amerfoan National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, ar:-id that such manufacture has been at our plant in · SWisshome.,: OR . , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. · JosNAME, _____ !_L..,.R_.,_Ti_._mb_er_;5_o_r_,,_CRl_._C_Ki_f.l_·11 _______________ ~-- JosLocAT10N,~-----E_l~ca_j~o_n..,.~_CA _______________ ~------- CUSTOMER'S ORDER NO.----"J?O'---· -=*-"-6=19_Cf.~---DATE 4/15/86-MFGR'S ORDER N0. _____ 8_7_2_7--~~-- Load wrap .. • SIGNATURE ~d C ()~ . coMPANv_·Amer'-. __ ·i_c_an_...;..i;;_amina:_··_t_o_r_s-"-,_I_n_c_._·_ TITLE OUality Control ADDREss FOB 46A, Swisshome, OR DATE -=6/~1=6~/~8~6~---- A/TC HEREBY CERT/FIES that th.e said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with app'licable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBCA AITC Certificate No. 27 2 8 0 A AMERI-CAN INSTITUTE OF TIMBER CONSTRUCTION © 1983 AMERICAN INSTITUTE OF TIM!;!ER CONSTRUCTION • • • ~.,.... • <> • • -:""· 'r (,,_': . ,--,: . I~~9laj_a_~, 'memb~i:s ~-f ~;h~ joq·i~.O:;e,r~~-by; ih)~ c~i:tifi;~-fo ar.~ ~tamJ'eaj: with: or.re~~f. th~:_'.: · ,;,, · ·· ·,._,; i/,~ ~ j '/ .. ,·l foftowrn~ .. t/p.e.'' q'µalitv : mark,s.;/g,ach ' qualif.i~d .plant; '1:i\'ts>' ~rt-i'nd/~i'o!;iill 'tjualifi:d;.ition ' '. c; :·. . '/ '' ·' '. ·.,~ti~tt -~ · .. : .. , · !_.... des,ghatioB. ,the .. d~slgnatfoi:t·';P'"j.4,J···· $hown' on tbF/ typ]cal' qu~l'ity :r.iaf,k:s, belew-i~ n;t . · ,,'·, ., ,,' .. • a:'./ · · • •• ·, · 1 • • ·--!.3~s1g~ec1:to anv p~a\it and_ ls-.1.::ised or:ily. tor-.tbe puri;io~e·!)fftrµ~tratJori. ' . ' " , > <>-. . . .. _;~ ".".'~ .-·,:. ~ i._'. ·;:. ._-i .. ~J]i',~t,···. --~Y~~.~M:~, •. :_.,i_~_•_,_:. __ :·--_:_._,_~_-_:_.::--~~rit?~~tiiY·:~1akH?f.:_. ·, · :,, .. · .• . . '·'.\, '.:, ·:;.}j';,i,-::_'_ . ;;,: f: , •,· e ;,,. ,,_;,:,. ,,_.,l,•_'-' ...,. ,'-..,_ • '.J -"'"r, ;~~ ' -_; _:.~~-, . ', ·.;-, ·- ', :'_/ ·. l .·,1 ' ·,, ,, •. I '·. j ' licehsei;.l 'i -:, ,- _,. ,, ' -,--:. V·" :~ ::.._ I s.,.' ~. -•. 'f. '.:;. ... ' '• '' ~ :0·\~-.: '' ,' ,,. ~ . : ~ -.. ' ··-,s . '~ , , , , ','I.,.,;.:' . ·' \. .·_ .. • 1-·" '1 ~-, ' :--~·!. ,: ).,,.'. ,", . · . · · 1·n9iGates '. th~t. the ,de~i~ocited ··!iceJJseci' :Pl~ri.·: -:··~ndi.~t~s ,~~<\>hfqr,ma:i;;_e~·:j_q-/,ANSll:Alt'.& ·· <: · . ha~ rr.iet '. all,1-si:fiqµ irertier.i.ts· ··'fdr-· .gy'afi.fi.cati9ri; ... -~ · --A.J ·goi1,;.,-'J\983; Stftriitu ral'.'-Ei:t~e(f L~:mih-· · ... i1n'a maii:iiai~s ,an: a~ceptablEr qoaliw confro{ ---:·}t~ct-tiM.o;r< .. · ·:· )? ~ '; ,· ·· . _:·-' ' '·, ivstenj ,whkh· )s periti<;Jfoany Jnspe~ted., by' : '• ... , . " ,.,.A:fTC . .; ·. ·,, .;-:,,,' ·.~ ... "' .. ' ~ , ;_,.-, :. . __ .:( .• ' '.·' . ..._ , .. , ·t.· ~ ;·}· .. • , ,,:~,;,\ '-~-;'! _ ... -·i' ··, -.. · · : · -· · ·_ _. :--· , · ~--\:,f:i · . .'· · .).·:--:-_~ · > :-:~r:: .. <:. ?;):·. ·.,<: .:· \f,:: .:--::.. ., .;. ~· f~r-cttstoni pr,educts, the t:letc;Jil~ ¢qverih9/fh'~.:P,f:gauct a.r,if i)ic!!:ided J-n ~pj:'ili'cable '.r;locurtiehts, ,· .·;, ;< ·; ', · . : :., ;- . t>. Fdfnon-c~s:torn pr~.du~ts, essenti~f d;:t~iis·.ar,~-include.d o,~-':the .stamp. · .. · ~ . ·: ,. > ' . · ·.· J / ~ .~ , •• • ~ -,!.::_:·:"';~ ~. . :,_,>,-. ~ -~ ,-'" . ~,, ,. ' f '_\, _... ,, ~: '.._ ~ ,, '\ I , :. ;'"' . ~-··.:.,··, i . ·' ; ·.~ ; • > ;_, ] .j ., American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 FILE No P-548=L SUMMARY OF COMPRESSION TEST RESULTS PAGE 1 JOB: ADDRESS· YEAR: CRC ~ 8000 BUILDING" 11H11 ••• 2100 Faraday Avenue Carlsbad, CA THE KOLL COMPANY 1986 •STORED & CURED. NOT TESTED -LAB. NO. 1623 1624 .J:698 1752 DATE CAST MO. DA. 5/23 5/23 5/30 6/5 LOCATION IN STRUCTURE Beam and 2 column in panel #6. 3 Panel #1, inside face (2nd of 2 lifts). 1 Panel #20. 4 Panel #117, South half. 4 2-Koll ·Construction Company·· SPECIFIED· MATERIAL: __ C_o_n_c_re_t_e __ 28-DAY STR.: ---"3-=0-=0=-0 ___ Psr PROP0RTI ONS/M IX N 0.: __.,_5 0,.,_-....,6.,_,3.,__lu6,.____._p.L.r..._emlJJ...L,i Xwe_,d..___,C....,o .... n,.,.,c<.Lr_,_e..,_t_,.__e-M.Co1.u. TYPE: -----CEMENT: 5 • 4 S k • SPEC. SLUMP: _ __._4 __ IN. ADM1xTuRE, -'--P-=o=zz~. -3~2=2=N~----AGG. s1zE, _ __.1~-.IN. ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. 4 4 4 5 7-DAY 28-0AY 2670 4260 4170 2090 3780 1890 3200 3330 2620 3800 3890 3870 OTHER TEST Rt::SULTS ?<GE DATE MAILED 24-day 3180 JUN 2 o 198 17-day 2650 UUL O 3 1986 AMERICAN ENGINEERING LABORATORIES. INC. 1-Carlsbad Research Center, Attn: Charlie Abdi 1-Conwell-Marshall & Associates, Attn: Harlan Tande 1-Constructjon Surveillance Services LJ~~l _Cod1a~ Attn: Jack Hanssel 1-Kahn Associates, Attn: Steve Mayoraga 1-City of Carlsbad WILLIAM L. COCHRANE, R.C.E. #24445 American Engineering Laboratories, Inc. 7574 Trade Street. San Diego, California 92121 Telephone (619) 695-3730 INSPECTION REPORT 7/8/86 P 548 A AEL 6-K066 Date Project No. ____ -___ -_________ Report No _________ _ Client ___ ___;,K::.:::O:.:::L..:::.L_:C~O::.:.:N:.:::S~T:.:.;RU:::..::C::..:T...:.I.:::.ON:.:......::C:.::O~M.:...:PA..:.:.N~Y _______________________ _ Client Address _.-7~3::.;3::.;0;.....;E;;.;n.:...g .... ,,;..;· n.;.;e::.;e:;.;r;,......;R.;,;o...,a;.,d;;.,,..,--,...,...----------------------------- Sa n Diego. CA 92111-1464 Project Name (per plans) --=Cc;.;R;.;:;C_----=-8-=-0-=-0..:.0_B::;..;U"-'I=-=L=-=D:;..;I"""N.;..;:G'--11-':H;...11~(-"-J-"-o=b_;.;..#~52;:;.0.;;..6__._) _____ Building Permit No,_.....;;.85.;;..-_4.;..:9:...;0;.._ __ _ Project Address (legal) __ 2aa.1 .... 3 __ 1_F_a __ r_a_d_a_y..._A_v_e_n_u,...e __ ,~C_a_r_l_s_b_a_d_,~C_A_______ Plan File No. __________ _ Architect _______ Ca:..oaa..n"'"w--=-e..:.l ..:.l_-_M=a-"-r_s"'"'h=a'--'l_l---"&--A...;s"""sc...oc...c ... 1..,;· a __ t __ e __ s____________ Govt. Contract No. ________ _ Engineer Kahn Associates CensusTractNo. _________ _ contractor Koll Construction Company Other _____________ _ INSPECTION_ Reinforced Concrete Prestressed Concrete X Reinforced Masonry Struct Steel Assembly 1. Shop Fabricatioo 2. Field Welding 3. H.S. Bolting Pile Driving Nondestructive Testing 1. Shop 2. Field Fll'eproofing Roofing Waterproofing Asphalt Paving CODE SIC SIPC SIM SISS-1 SISS-2 SISS-3 SlPO SlNOT-1 SINOT-2 SlFP IR IWP IAP Other ____ _,10 MAT'L SAMPLING CODE x Concrete Cylinders cc Mortar Samples MS Gr011t Samples GS Fireproofing FP Units (block or brick) UB AC. Concrete ACC Roofing RS Rein!. Steel RSS Steel ss Tendon (PT Strands) TS Other Other Other Other MATERIAL DESCRIPTION _1_ Rein!.: Rebar A615 __ Steel: _________ _ Rein!.: W.W.F. Metal Decking: _______ _ Rein!.: Tendons Shear Connectors: ______ _ Cone.: Mix # /psi H.S. Bolts: ________ _ Cone.: Mix #/psi Electrodes: ________ _ Cone.: Mix #/ps" Electrodes: ________ _ Cone.: Mix # /psi Cert. Welders: _______ _ x Gr011t: Mix # /psi Mortar: Type/psi x Units: Block S/1800 C 90 Fireproofing: _______ _ A.C. Concrete: _______ _ Other: _________ _ Units: Brick Other: _________ _ CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR INSPECTION DATE Gerad Griffith (M-279) 7/3/86 Special Inspection -Reinforced Masonry Inspected lay-up of concrete masonry unit walls and placement of reinforcing in walls at the following locations: 5'-0" east of Line 2 (E.1 -E.2) & 25'-0" north of Line F to line F. Drawings called for horizontal reinforcing at 1411 on center. Since this is not possible, contractor installed reinforcing at 8, 16, 32, 40 & 48 inches. Obtained mortar samples for testing. 2-Client 1-Engineer 1-Architect 1-Contractor 1-Carlsbad Research Center 1-City of Carlsbad Bldg. Dept. 117 American Engineering Laboratories. Inc. 7574 Trade Street, San Diego. California 92121 Telephone (619) 695-3730 FIi.£ No P-266 SUMMARY OF COMPRESSION TEST RESULTS PAGI. ___ _ Joa, CARLSBAD RESEARCH CENTER 2131 Faraday Avenue AooRua-Carlsbad, CA THE KOLL COMPANY YEAII: 1986 •STORED 81 CUIIED. NOT Tl!:ST£0 OAT!: 1.Aa. NO CAST MO. DA. I.OCATION IN STltUCTUltlE 1568 5/19 Building 4 slab-on-grade 20 1 south of north edge (center). 3 - 1625 5/23 Footing B.8 (5.5 to 7) and exit footing, C (6.25 to 7). 3 - 1664 5/27 Slab-on-grade line 8.5-C ( 6 to 7). 2 1665 5/27 Slab-on-grade line A to A.5 ( 5 to 6). 2 1666 5/28 Slab-on-grade line E to D ( 1 to 2). 3 - 1557 5/8 Footing at building D, line A. 2 ( 1 to 1. 4) • 3 1567 5/8 Footing at 'building D, line A (4.7 to 5.1). 3 1683 5/29 Slab-on-grade 1 ines C to D ( 13 to 14). 3 - 4-The Koll Company, Attn: Mike Kubota SftlCIFIID MAT1:1t1A1., ---=C=o=nc=r~e=t=e __ 2e.0Av ST11. ____ 20 .... 0 ___ 0 _____ Pa, P110fl011T1ONs/M1x No., 51-3164 Premixed Concrete Co. TYIIC: ----CEMENT, 5. 2 s k .s .. cc. 91.UMft. __ 4 ____ IN. A0M1xTu1u,_~Po;;.;;z;;.;;;;z;,.;.._;.;32;;..;;2;;.;.N;;._ ___ AGO s,u. __ 1 __ IN. ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMft IN. 5.5 6 4 4 5.5 4.5 5.5 5.5 7-DAY 2830 2160 2300 2550 1730 1840 28-DAY 4120 4030 4070 3080 3180 3220 TUT AGI 111:aULTS OAT£ MAILIO AMERICAN ENGINEERING LABORATORIES, INC. J1.1~ t..kcAC?½-9:-- WILLIAM L. COCHRANE, R.C.E. #24445 ". American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 . R E C E teMp~rlal(619) 695-3730 JUL O 1 Jgg5 INSPECTION REPORT Date 6/26/86 KOLL Cqtilc§Ien~. _____ P-....aS:;...;4.;;;.8--'-A ________ Report No_:...\.iAE=-=L~6-...::J:.::.E..!..:16~5:____ Client ___ .!.!,KO~L::.!:L~CO~N.:.::S~T.:.:.R~UC=-T:..:I~O.:.:.N-:C~O~M:.:...PA:..:.:N.:..:Y~----------------------- Client Address _.;..7;;:.3;;:.30.::..,:e-E:.:n:.:.;g:z.1.;..:· n.:.;e::..;e;,;r,---;R..,o...;a~d;.,,-.......,-::-:-----------------------------San Diego, CA 92111-1464 Project Name (per plans) CRC -8000 BUILDING "H" ( JOB # 5026) Building Permit No. _ _,,8..,.5:...-_,_4""-90~--- Project Address (legal) 2131 Faraday Avenue, Carlsbad, CA PlanFileNo. _________ _ Architect Conwe 11-Marsha 11 & Associates Govt. Contract No. _______ _ Engineer ______ """K""'a""'h._.n ___ A ... s ... so"'"c;:a..;.,i a=t __ e-s ________________ Census Tract No. ________ _ Contractor Koll Construction Company Other ___________ _ INSPECTION CODE MArL SAMPLING CODE MATERIAL DESCRIPTION _ Reinforced Concrete SIC ~ete Cylinders cc -Rein!.: Rebar _L Steel: __ ___;,A...;..-"""3'--'6'---___ _ _ Prestressed Concrete SIPC _ Mortar Samples MS -Rein!.: W.W.F. Metal Decking: ______ _ -Reinforced Masonry SIM -Grout Samples GS -Rein!.: Tendons Shear Connectors: _____ _ _X_ Struct. Steel Assembly -FR!lfOOlioO FP -Cone.: Mix ,#1 /psi _ H.S. Bolts: _______ _ 1. Shop Fabrication SISS-1 -Units (block or brick) UB _ Cone.: Mix #/psi _l__ Electrodes: E71T -7 _l_ 2. Field Welding SISS-2 _ A.C. Concrete ACC _ Cone~ Mix #/psi 3. H.S. Bolting SISS·3 -Roofing RS _ Cone.: Mix '#/psi _ Electrodes: _______ _ _l__ cert. Wetders: __ Y_e_s~---- Pile Driving SIPD -Reint. Steel RSS _ Grout: Mix #!psi -Fireproofing: ______ _ Nondestructive Testing _ Steel ss _ Mortar: Type/psi _ A.G. Concrete: ______ _ 1. Shop SINOT-1 _ Tendon (PT Strands) TS Units: Block Other: ________ _ 2. Field SINDT-2 -Other -Units: Brick _ Other: ________ _ Fireproofing SIFP -Other Roofing IR Other _ Waterproofing IWP Other _ Asphalt Paving IAP _ Other 10 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR Geraci Griffith (W-279) INSPECTION DATE _____ 6/ __ 1_9 __ / __ 8 __ 6 ________ _ Special Inspection -Field Welding Inspected welding of pilaster inserts to foundation inserts at ·the following locations: Line 9 (35'-0" south of line F, 15'-0" south of line G, 5'-0" north of line H, 35'-0" north of line K) and line 1 (30'-0" north of line H, 5 '-0" north of 1 ine G). 2-Koll Construction Comp~ny 1-Conwell-Marshall & Associates, Attn: Harlan Tande 1-Kahn Associates, Attn: Steve Mayorga 1-Construction Serveillance Services, Attn: Jack Hanssel 1-Carlsbad Research Center 1-City of Carlsbad Building Department American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 INSPECTION REPORT Date ______ ___;7~/...::2./-=8-=6--------= Project No._P_-_5_4_8_-A __________ Report No AEL 6-H032 cI~nt KOLL CONSTRUCTION COMPANY Client Address 7330 Engineer Road san Diego. CA 92111-1454 Project Name (per plans) ___ Ca.a.R._C;...-.... 8--0 __ 0 __ 0__,a;B __ U __ I .... L=D..:;.I.:...;N __ G_11 """'H_11 ___________ _ Building Permit No . ..;:8;.;;;5_-...:.4.;;;.9..:::.0 ____ _ Project Address (legal) _...;2:.l=-3=-=-1--'-F a;:::..:..ra=d.;:;a.,_y.....:..:A..:..v.;:;e'-'n~u.;:;e ..... ,_.;;;,c.;.;a.;..r-'-1.;;;.s.;;;.b-:'a..;;:d ... ,_.;;;.c_A___,,_~-=----:-Plan File No. __________ _ Architect Conwell-Marshall & Assoc. Attn: Harlan Tande Govt.ContractNo. _______ _ Engineer Kahn Associates Attn: Steve Mayorga CensusTractNo. ________ _ contractor Construction Surveillance Other ____________ _ INSPECTION CODE MATL SAMPLING CODE MATERIAL DESCRIPTION Reinforced Concrete SIC Concrete Cylinders cc Rein!.: Rebar X Steel: A36 Prestressed Concrete SIPC Mortar Samples MS Rein!.: W.W.F. Metal Decking: Reinforced Masonry SIM Grrut Samples GS Reinf.: Tendons Shear Connectors: T Struct. Steel Assembly Fireproofing FP Cone.: Mix # /psi H.S. Bolts: 1. Shop Fabrication 5155-1 Unrts (block or brick) UB Cone.: Mix #/psi x Electrodes: 8018 _x_ 2. Field Welding 5155-2 AC. Concrete ACC Cone.: Mix # /psi Electrodes: 3. H.S. Bolting SISS-3 Roofing RS Cone.: Mix # /psi _x_ Cert. Welders: Yes Pile Driving SIPD Remf. Steel ASS Grout: Mix #/psi Fireproofing: Nondestructive Testing Steel 55 Mortar: Type/psi A.C. Concrete: 1. Shop SINDT-1 Tendon (PT Strands) TS Units: Block Other: 2. Field SINDT-2 Other Units: Brick Other: Fireproofing SIFP Other Roofing IR Other Waterproofing IWP Otner Asphalt Paving IAP Other 10 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR INSPECTION DATE J;nny L. Garcia (W-313) 6/23/86 Special Inspection -Field Welding Inspected the welding of plate-to-plate connection of precast tilt-up wall panels 4-5, 7-8. Inspected the welding of precast tilt-up wall panel of tie down plate-to-plate connections at panel 24, verticals of panels 5 through 7, 17 through 22. Inspected the welding of plate-to-plate pilaster connection at line 2 (E-F) and 10 (E-F). 2-Koll Construction Company 1-Conwell-Marshall & Associates/Attn: Harlan Tande 1-Kahn Associates/Attn: Steve Mayorga 1-Construction Surveillance Services/Attn: Jack Hanssel 1-Carlsbad Research Center/Attn: Charlie Abdi 1-City of Carlsbad Bldg. Dept. 117 American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 INSPECTION REPORT Date 7 /8/86 Project No. P-548-A Report No ___ A_E_L_6_-_K_0_6_6 __ Client ___ --.:,K,:.:::O:.;L.;.L_,C;,;:O:.:.;N:.::S..:..T:.:.;RU:::..:C::..:T-=I~O:.:.;N ..,.;C:;.;:O;.:_;M~PA:..:.:N:.:..Y;...__-_-_-_-_-_-_-_-_-_-_:-_-_-_-_:-_:-_-_-_:-_-_-_-_-_-___________ _ Client Address __ 7;,..;3:;.;3:;.;0;.,,...;E;;.;n.;..g~1.;..;· n.;.;e:;.;e;,.;r,........;R..:...o;..,a;.;d:::;..,.. __ ,,,..,... ____________________________ _ San Diego, CA 92111-1464 Project Name (per plans) _..;;C.;..;R--C_-_8;;;..0 __ 0 __ 0......aB;..;;U..;;;I __ L __ D __ I ___ NG ___ '_'H_'_' __ ('""'J"""o __ b ____ # _____ 5=20"'--6"'--).______ Building Permit No. __ 8~5~-_4..;.9..;.0 ___ _ Project Address (legal) __ 2 ___ 1_3 __ 1_F_a __ r_a __ d ___ a ___ y_A_v_e _____ n u .... e ........ , _C_a_r_l _s ___ b_ad ____ , _CA_______ Plan File No. __________ _ Architect Conwe 11-Marsha 11 & Associates Govt. Contract No. ________ _ Engineer ______ .....;.;K;.;::ac.:..:hc.:..:n.....;.;A:.:::s-=s-=o-=c'--'i-=a;..;;t:.:::e:.:::s'----__,,--------------Census Tract No. ________ _ contractor Koll Construction Company Other ____________ _ INSPECTION CODE MArL SAMPLING CODE MATERIAL DESCRIPTION X Reinforced Concrete SIC x Concrete Cylinders cc _1_ Reinf.: Rebar Prestressed Concrete SIPC Mortar Samples MS Reinf.: W.W.F. A615 _ Steel: _________ _ Metal Decking: ______ _ Reinforced Masonry SIM Grout Samples GS Reinf.: Tendons Shear Connectors: ______ _ Struct. Steel Assembly Fireproofing FP Cone.: Mix #/psi H.S. Bolts: ________ _ 1. Shop Fabricatioo SISS-1 Units (block or brick) UB Cone.: Mix #/psi Electrodes: ________ _ 2. Field Welding SISS-2 A.C. Concrete ACC Cone.: Mix #/psi Electrodes: ________ _ 3. H.S. Bolting SISS-3 Roofing RS Cone.: Mix #/psi Cert. Welders: _______ _ Pile Driving SIPD Reinf. Steel ASS x Grout: Mix #/psi Nondestructive Testing Steel ss x Mortar: Type/psi 1. Shop SINDT-1 Tendon (PT Strands) TS Units: Block S/1800 C 90 Fireproofing: _______ _ A.C. Concrete: _______ _ Other: _________ _ 2. Field SINDT-2 Other Units: Brick Other: _________ _ Fireproofing SIFP Other Roofing IR Other Waterproofing IWP Other Asphalt Paving IAP Other 10 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR INSPECTION DATE Gerad Griffith (M-279) 7/3/86 Special Inspection -Reinforced Masonry Inspected lay-up of concrete masonry unit walls and placement of reinforcing in walis at the following locations: 5'-0" east of Line 2 (E. 1 -E.2) & 25'-0" north of Line F to Line F. Drawings called for horizontal reinforcing at 14" on center. Since this is not possible, contractor installed reinforcing at 8, 16, 32, 40 & 48 inches. Obtained mortar samples for testing. 2-Client 1-Engineer 1-Architect 1-Contractor 1-Carlsbad Research Center 1-City of Carlsbad Bldg. Dept. Ri:CE·1v-:o JUL 111986 THFE KOLL CO. 11 i _.· . ,:·~ . ' . .,"' --,--.... f American Engineering Laboratories, Inc. 7574 Trade Street. San Diego, California 92121 Telephone (619) 695-3730 {\ u ··, -\ G Ot db..:i INSPECTION REPORT Date 8/1 /86 Proiect.No._P_-_5_4_8_-_A _________ Report NoAEL 6U-453 Client-_____ __;K;.:..O...;..L:...L _C_O_N-ST ___ R_U_C=TI ON COMPANY Client Address 7330 Engineer Road San Diego. CA 92111-)464 Project Name (per plans) ____ Ca.a.R.a..;:C ... -_8-'0 __ 0c...a0 ______ B ___ U __ l __ L'"""D'"""I N_G ___ H ___________ _ Building Permit No. ~#...;;8...:.5;....-4_9.;...0..;;...;.;.H ____ _ Project Address (legal) _ __.?_J ... 3.._1,._, """F""'a""r __ a:::..d:::..a:;..y......_A_v __ e'-'-n=u .. e.._1 ---"-C--a __ r_l ___ s __ b"""a_d __________ _ Plan File No. __________ _ Architect ______ ..;C::.::o,..n.:..:.w'"'e"-l'-1'--...:.M"""a::..:r""'s::..:.h.:..:a=-l'-l'--'&;;....;.A.;.::s:;.;;sa.:o_c_,'-'· aa...ta.:e;;..;s __________ _ Govt. Contract No. ________ _ Engineer ______ ....:.;K:.:::a:.:..h:.:..n:,_:,,A.:.:s::.::S::.::O::.::C::..1.!.;· a::..t:::.e:::.s:::._ _______________ _ Census Tract No. _________ _ Contractor ______ .:..:K~o""'l-'l--'C:;.;;o::..:.n.:..:s=-t;..;r...,;u:::..c:::..t""'1..;..· o"""-'-n_..;;.C..;;.o .... ____________ _ Other _____________ _ INSPECTION CODE MATL SAMPLING CODE MATERIAL DESCRIPTION Reinforced Coocrete SIC Concrete Cylinders Prestressed Concrete SIPC Mortar Samples Reinforced Masonry SIM Grout Samples Struct. Steel Assembly Fireproofing 1. Shop Fabrication SISS-1 Units (block or brick) 2. Field Welding SISS-2 AC. Concrete 3. H.S. Bolting SISS-3 Rooting Pile Driving SIPD Reinf. Steel Nondestructive Testing Steel 1. Shop SINOT-1 Tendon (PT Strands) 2. Field SINDT-2 Other Fireproofing SIFP Other _J( Roofing IR Other Waterproofing IWP Other Asphalt Paving !AP Other ·o cc MS GS FP UB ACC RS ASS ss TS Reinf.: Rebar Reinf.: W.W.F. Reinf.: Tendons Cone.: Mix #/psi Cone.: Mix #/psi Cone.: Mix #fps' Cone.: Mix #/psi Grout: Mix #/psi Mortar: Type/psi Units: Block Units: Brick Steel: _________ _ Metal Deckino: _______ _ Shear CoMectors: ______ _ H.S. Bolts: ________ _ Electrodes: ________ _ Electrodes: ________ _ Cert. Welders: _______ _ Fireproofing: _______ _ AC. Concrete: ________ _ Other: _________ _ Other: _________ _ RECEIVED AUG 5 1qas KOLL CONST. · C CERTIFICATION OF COMPLIANCE: Alf of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable section~ of the building laws. This repor;t covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedutes. INSPECTOR INSPECTION DATE Jinny L. Garcia (313) 7/23/86 Roofing Inspection 7/24/86 Conducted rando~ moisture readings of roof sheathing with the Delmhorst Moisture Detector, Medel B07. Observed noisture readings consistantly in the 11wet11 tone on meter scale -approximately 25-30%. Roofing Inspection Con~ucted random ~oisture readings at roof with the Delmhorst Moisture Dedector. Readings 25-30% moisture measured consistantly in the 11wet" tone on the scale. 1 ' - . 7 /25/86 Roofing Inspection Page 2 8/1/86 File# P-548A AEL 6U-453 Conducted random moisture readings of roof with the Delmhorst Moisture Detector. Moisture read in the "dry" tone on the meter scale. Inspected the roof for proper materials, procedures and place- ment in accordance to plans and specifications. INSPECTOR: John Mauk .7/30/86 Roofing Inspection 2-Client Roofing continued in accordance with specifications. Several blisters visable in matting; blisters were marked and pointed out to Roofing Foreman. Blisters are being repaired as work progresses. Will be followed up in next report. 1-Architect, Attn: Harlan Tande 1-Engineer, Attn: Steve Mayorga 1-Lender, Attn: Jack Hanssel 1-CRC, Attn: Charlie Abdi 1-City of Carlsbad Bldg. Dept. American Engineering Laboratories. Inc. I,:£ C £ J VE U 7574 Trade Street, San Diego, California 92121 INSPECTION REPORT Telephone (619) 695-3730 AUG 08 'dbiJ Date 8/6/86 Project No. P-548-A Report No,~A.:.::E:.::L-.:::.6-...:H.:.:1~0~3 _____ _ Client -----~KO~L::.::L_C::.:O::.:.:N~ST.:..:R~U:..:C..:..T.:..;:IO:.;.;N;_.;;,,;C0::.;.· M.;.;..P.;..;.AN;_-e-y;;_-_ ..,,.~( ..... J.;..;o~b=..,,.,;;_#5:2:0:6 "-.-) =====:::::~---------- Client Address ___ _.:,.7;::.33;::.0:::....;E:.:n.:.;g.i..1;.;· n.:.;e;;;.;e;;;.;r__;.R;.;;:o;..;,a;.;;:d;..,....__,....,...,...---------------------------San Qjegg. CA 92111-1454 Project Name (per plans) CRC-8000 BU I LO ING "H" ProjectAddress(legal) 2131 Faraday Ave., Carlsbad, CA Architect Conwe 11-Marsha 11 & Associates Engineer Kahn Associates Contractor Ko 11 Construction Company INSPECTION CODE MAT'L SAMPLING CODE _ Reinforced Concrete SIC _ ConcretlrCylinders cc _ Rein!.: Rebar _ Prestressed Concrete SIPC _ Mortar Samples MS -Rein!.: W.W.F. _ Reinforced Masonry SIM _ Grout Samples GS -Rein!.: Tendons _ Struct. Steel Assembly _ F.-eproofing FP _ Cone.: Mix :/F/ps1 -1. Shop Fabrication SISS·1 _ UnitS (block or brick) UB _ Cone.: Mix :IF/psi 2. Field Welding SISS·2 _ A.C. Concrete ACC _ Cone.: Mix :IF/psi 3. H.S. Bolting SISS·3 -Roofing RS _ Cone.: Mix :IF/psi Pile Driving SIPD -Rein!. Steel RSS _ Grout Mix :IF/psi Nondestructive Testing -Steel ss -Mortar: Type/psi 1. Shop SINDT·1 _ Tendon (FT Strands) TS _ Units: Block _ 2.Field SINDH _ Other _ Units: Brick ...L Fireproofing SIFP -Other -Roofing JR _ Other _ Waterproofing IWP -Other _ Asphalt Paving IAP -Other IQ Building Permit No . ...;8:;<;5=--_4.:.a9::..:0~----Plan File No. _________ _ Govt. Contract No. _______ _ Census Tract No. ________ _ Other ____________ _ MATERIAL DESCRIPTION _ Steel: ________ _ _ Metal Decking: ______ _ -Shear COMectors: ------ H.S. Bolts: _______ _ _ Electrodes: __ _..... ____ _ Electrodes: _______ _ _ Cert. Weldefs: _______ _ _ Fireproofing: _______ _ _ A.C. Concrete:. _______ _ Other: ________ _ _ Other: ________ _ CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inl!e_ected. Contact this office if you need more specific information regarding inspection procedures. R E C E I V E O INSPECTOR iJj nny Garcia (W-313) AUS 11 1qa5 INSPECTION DATE ... 1 .... t .... 2 ..... s ..... ts .... 6..._ __________ _ KOLL CONST. · C Special Inspection -Roofing Inspected the continuing process of roofing materials application in accor- dance to plans, specifications and applicable sections of the buildiing code. 7/29/86 Special Inspection -Roofing Inspected the in process application of roofing materials in accordance to plan, specifications and applicable sections of the building code. Page 2 8/6/86 File# P-548-A AEL 6-Hl03 7/30/86 Special Inspection -Roofing Inspected the in process application of final cap sheet of roofing materials for compliance to plan, specification and applicable section of building codes. SPECIAL INSPECTOR: John Mauk 7/31/86 Special Inspection -Roofing CC: Inspected roof for compliance with plans, specifications. Noted at line 6 (D & E) at beam supports, (2) two blisters exist. These blisters were brought to the attention of the roofing foreman. His solution entailed the application of a layer of asphalt, fiber glass matting, covered by more asphalt. Neither blister was cut before this application. Roofing foreman claimed blisters due to raised point in roof due to beam supports. Blisters covered by cap sheet. All other roofing in compliance with specifications. 2-Koll Construction Company 1-ConwelJ-Marshall & Associates 1-Kahn Associates 1-Construction Surveillance Services 1-Carlsbad Research Center 1-City of Carlsbad Bldg. Dept. American Engineering Laboratories. Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 INSPECTION REPORT Date 8/6/86 Project No. P-548-A Report No AEL 6-H103 Client _______ K __ OL=L:a....=:C __ ON ..... S __ T_R __ UC ..... T..,,I~O_N-:--C_0_M_P_AN.:._Y~_-_-._( ..... J_-.o_b-:_-:_#-5_ ..... 2_0':_6-:_)-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-: _________ _ Client Address ____ 7.:..;3;.;3;:..;0~E~n_.g~i;..;.n;;..;;e;.;:e;..;,r_.;..R;.;,o..,,,a""'d..,,..,,.__,,...,..........--------------------------San Qjego, CA 92111-1464 Project Name (per plans) CRC-8000 BU I LO I NG "H" ProjectAddress(legal) 2131 Faraday Ave., Carlsbad, CA Architect Conwell-Marshall & Associates Engineer Kahn Associates Contractor Ko 11 Construction Company INSPECTION CODE MAT'L SAMPLING CODE Reinforced Concrete SIC -Concrete Cylinders cc -Reinf.: Rebar _ Prestressed Concrete SIPC -Mortar Samples MS -Reinf.: W.W.F. _ Reinforced Masonry SIM _ Grout Samples GS -Reinf.: Tendons _ SlllJct Steel Assembly _ F.-eproofing FP -Cone~ Mix #/ps' -1. Shop Fabrication 5155·1 -Units (block or brick) UB _ Cone.: Mix #tr,si -2. Field Welding SISS·2 _ A.C. Concrete ACC -Cone~ Mix #/p$i .-3. H.S. Bolting 5155·3 -Roofing RS _ Cone.: Mix #/psi _ Pile Driving SIPD -Reinf. Steel RSS _ Grout: Mix #/p$i Nondestructive Testing _ Steel ss -Mortar: Type/psi -1. Shop SINDT·1 _ Tendon (PT Strands) TS Units: Block 2. Field SINDT-2 Other _ Units: Brick l Fireproofing SIFP Other -Roofing IR Other _ Waterproofing IWP Other _ Asphalt Paving IAP _ Other 10 Building Permit No. _8 __ 5 __ -_4 .... 9 ___ 0 ______ _ Plan File No. _________ _ Govt. Contract No. _______ _ Census Tract No. ________ _ Other ___________ _ MATERIAL DESCRIPTION -Steet-: ________ _ _ Metal Decking: ______ _ _ Shear Connectors: _____ _ -H.S.Bolts: _______ _ -Bectrodes: --------· -Bectrodes: --------· _ Cert. Welders: _______ _ _ Fi'eproofing: _______ _ -A.C. Concrete: _______ _ -Other: ________ _ -Other: ________ _ CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR ilinnd" Garcia (W-313) INSPECTION DATE ..._7.,...(2 ..... 8.,,..( ..... 8 ..... 6.___ __________ _ Special Inspection -Roofing RECEIVED AUG 11 1q86 KOLL CONST. -C Inspected the continuing process of roofing materials application in accor- dance to plans, specifications and applicable sections of the buildiing code. 7/29/86 Special Inspection -Roofing Inspected the in process application of roofing materials in accordance to plan, specifications and applicable sections of the building code. Page 2 8/6/86 File# P-548-A AEL 6-H103 7/30/86 Special Inspection -Roofing Inspected the in process application of final cap sheet of roofing materials for compliance to plan, specification and applicable section of building codes • . SPECIAL INSPECTOR: john Mauk 7/31/86 Special Inspection -Roofing CC: Inspected roof for compliance with plans, specifications. Noted at line 6 (D & E) at beam supports, (2) two blisters exist. These blisters were brought to the attention of the roofing foreman. His solution entailed the application of a layer of asphalt, fiber glass matting, covered by more asphalt. Neither blister was cut before this application. Roofing foreman claimed blisters due to raiseq point in roof due to beam supports. Blisters covered by cap sheet. All other roofing in compliance with specifications. 2-Koll Construction Company I-Conwell-Marshall & Associates 1-Kahn Associates 1-Construction Surveillance Services 1-Carlsbad Research Center 1-City of Carlsbad Bldg. Dept. Pu ican Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 INSPECTION REPORT Date ________ 5,..:./..;;;2;.;;.8..:.,/...,86~....,,.,,,.,.,.,, Project No. __ P_-_5_4_8 _________ Report No AEL 6U-301 Client THE KOLL COMPANY Client Address 7330 Engineer Roa'd San Diego, CA 92111 ProjectName{perplans> CARLSBAD RESEARCH CENTER (8000), BLDG. H BuildingPermitNo. _______ _ ProjectAddress(legal) 2131 Faraday Avenue, Carlsbad, CA PlanFileNo. _________ _ Architect _______ .,.;;C..:;o.;.;n.;.;w..:;e""'l""'l_-.;.;M""a""'r..:;s.;.;h""a""'l""'l....;;.;& __ A.;;;.s.;;;.s.;;;.o..:;c""'i""a-'-t..;;.e..;;.s________ Govt. Contract No. ________ _ Engineer Kahn Associates Census Tract No. ________ _ Contractor The Ko 11 Co. Other ____________ _ INSPECTiON CODE MATL SAMPLING cope MATERIAL DESCRIPTION X Reinforced Concrete SIC X Concrete Cylinders cc X Re inf.: Rebar ASTM A615, Gr.60 _ Steel: Prestressed Concrete SIPC Mortar Samples MS Rein!.: W.W.F. Metal Decking: Reinforced Masonry SIM Grout Samples GS x Reinf.: Tendons 73000 Shear Connectors: Struct. Steel Assembly Fireproofing FP Cone.: Mix #/psi 51-Si 36G H.S. Bolts: 1. Shop Fabrication SISS·1 Units (block or brick) UB Cone.: Mix #/psi Electrodes: 2. Field Welding SISS-2 A.C. Concrete ACC Cone.: Mix #/psi Electrodes: 3. H.S. Bolting SISS·3 -Rooting RS Cone.: Mix #/psi Cert. Welders: Pile Driving SIPD _ Rein!. Steel RSS Grout: Mix #/psi Fireproofing: Nondestructive Testing _ Steel ss Mortar: Type/psi _ A.C. Concrete: 1. Shop SINDT·1 _ Tendon (PT Strands) TS Units: Block Other: 2. Field SINDT-2 _ Other Units: Brick -Other: Fireproofing SIFP _ Other Roofing JR Other Waterproofing IWP _ Other Asphalt Paving IAP Other '0 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections-of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. · INSPECTOR James R. Thomson (C-267) INSPECTION DATE -----'5'"'"/ __ 2 __ 3/._8-'6 __________ _ Special Inspection -Reinforced Concrete Inspected concrete placement for Building "H", precast panels #s 1, 2, 3, 4, 6, 7 and 9. Obtained concrete cylinders for test. 2-The Koll Co. Attn: Ron Brockhoff 1-Conwell-Marshall & Assoc. 1-Kahn Assoc. 1-City of Carlsbad 117 American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 INSPECTION REPORT Date 8/6/86 Project No. P-548-A Report No AEL 6-H103 Client -----~K~OL:.:L:,_,,;C.:.;ON;.:,.;:S::..;T...:.;R.;;.,UC-=-T:..::I;..;;O.;..;.N_C;;.,;0;.;_M;.;_PA-"N-"Y':_-:_-:_(..,,.J~o-=-b-=--=-#..,..5_-.2_0':_6-:_)-=.-=--=--=--=--=--=--=--=--=--=--=----------- client Address -----=-7;:;.33;:;.0=.....,;E:.:n_g.,_1"""· n.;.;e:;.;e..;.r,......;.R~o'"'a;.,,d;.,,...,,__,,......,...,_--------------------------Sa n Diego. CA 92111-1 464 Project Name (per plans Building Permit No._8"'"5 __ -_4...:9'""0 ______ _ Project Address (leg Plan File No. __________ _ Architect ____ _:3a~~:b!::~~~~:b!~~~~~~---------Govt. Contract No. ________ _ Engineer Kahn Associates Census Tract No. ________ _ contractor Ko 11 Construction Company Other ____________ _ INSPECTION CODE MAT'L SAMPLING CODE MATERIAL DESCRIPTION _ Reinforced Concrete SIC _ Concrete Cylinders cc __ Reint.: Rebar __ Steel: _________ _ _ Prestressed Concrete SIPC _ Mortar Samples MS --Reinf.: W.W.F. Metal Decking: ______ _ Reinforced Masonry SIM Grout Samples GS --Reinf.: Tendons Shear Connectors: ______ _ __ Struct. Steel Assembly _ Fireproofing FP __ Cone.: Mix #/ps" H.S. Bolts: _______ _ -1. Shop Fabrication SISS·1 _ Units (block or brick) UB _ Cone.: Mix #/psi Electrodes: _______ _ 2. Field Welding SISS-2 _ A.C. Concrete ACC Cone.: Mix #/psi Electrodes: _______ _ 3. H.S. Bolting SISS-3 _ lloofing RS _ Cone.: Mix #/ps" _ Cert. Welders: _______ _ Pile Driving SIPD _ Reinf. Steel RSS --Grout: Mix #/psi _ Fireproofing: _______ _ Nondestructive Testing _ Steel ss Mortar: Type/psi _ A.C.Concrete: _______ _ 1. Shop SINDT-1 _ Tendon (PT Strands) TS Units: Block Other: _________ _ 2. Field SINDT-2 _ Other Units: Brick _ Other: _________ _ _x_ Fireproofing SIFP _ Other Roofing IR Other __ Waterproofing IWP _ Other Asphalt Paving IAP --Other 10 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locatrons of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR Jinnv ~arria (W-~13) 0 INSPECTION DATE .... 7 ... /"-.J28....,/,_.8...._6.,__ __________ _ Special Inspection -Roofing Inspected the continuing process of roofing materials application in accor- dance to plans, specifications and applicable sections of the buildiing code. 7/29/86 Special Inspection -Roofing Inspected the in process application of roofing materials. in accordance to plan, specifications and applicable sections of the building code. RECEIVED AUG 81986 CITY OF CARLSBAD Building Department Page 2 8/6/86 File# P-548-A AEL 6-Hl03 7/30/86 Special Inspection -Roofing Inspected the in process application of final cap sheet of roofing materials for compliance to plan, specification and applicable section of building codes. SPECIAL INSPECTOR: John Mauk 7/31/86 Special Inspection -Roofing CC: Inspected roof for compliance with plans, specifications. Noted at line 6 (D & E) at beam supports, (2) two blisters exist. These blisters were brought to the attention of the roofing foreman. His solution entailed the application of a layer of asphalt, fiber glass matting, covered by more asphalt. Neither blister was cut before this application. Roofing foreman claimed blisters due to raised point in roof due to beam supports. Blisters covered by cap sheet. All other roofing in compliance with specifications. 2-Koll Construction Company 1-Conwell-Marshall & Associates 1-Kahn Associates 1-Construction Surveillance Services 1-Carlsbad Research Center 1-City of Carlsbad Bldg. Dept. r American Engineering Laboratories. Inc. 7574 Trade Street. San Diego, California 92121 Telephone (619) 695-3730 INSPECTION REPORT Date ________ 8..;./_1..;../_8_6 ____ Project No._P_-_5_4_8_-_A __________ Report NoAEL 6U-453 Client KOLL CONSTRUCTION COMPANY ClientAddress 7330 Engineer Road San Qjea 0 , CA 9217)-1464 Project Name (per plans) --'C:;,:.R.;,.::C;,..-.,...._;8::;.;0;;..;0;;..;0;....._. _B_U_I.;;.L;;;;..D;;;..IN...;..G-'--H ___________ _ Project Address (legal) __ 2_1_3_1...:F...:a::..:r'""'a::..:d;::.;a::..y,.__A:....:...;..v.=.e"-'-n-=-u_e .... , ---C __ a_r.....;l""'s""b~a""'d=---------- Architect ______ ...::C~o::.:.n!.!.w:..::e:...l,_1,_-..:.M.:.::a:..:.r...:s::.:.h.,_,a::...;1,_1:.......:&:a....:..A""'s=-=s=-=o:.::c""'ic-=a:..;t;;.;:e:.::s=---------- Building Permit No. _#_8_5-4_9_0_H ____ _ Plan File No. __________ _ Govt. Contract No. ________ _ Engineer ______ _.;..;Kc=a.:.;h~n;.....;..A""s=-=s:...:o:...:c:;..1:...:· a=-t;;;..e_s=------------------Census Tract No. _________ _ Contractor ________ K"""o"'"l"'"l ___ C __ o'-'"n __ s __ t ___ r....;u--c--t __ ,--· o"'"n __ C_o~. ____________ _ Other _____________ _ INSPECTION CODE MAT'L SAMPLING CODE MATERIAL DESCRIPTION Reinforced Concrete SIC _ Concrete Cylinders cc Rein/.: Rebar __ Steel: _________ _ Prestressed Concrete SIPC Mortar Samples MS Rein/.: W.W.F. Metal Decking: _______ _ Reinforced Masonry SIM Grout Samples GS Rein/.: Tendons Shear Connectors: ______ _ Struct Steel Assembly Fireproofing FP Cone.: Mix #/psi H.S. Bolts: ________ _ 1. Shop Fabrication 5155-1 Units (block or brick) UB Cone.: Mix #/psi Electrodes: ________ _ 2. Field Welding 5155-2 A.C. Concrete ACC Cone.: Mix #/psi Electrodes: ________ _ 3. H.S. Bolting SISS-3 Roofing RS Cone.: Mix # /psi Cert. Welders: ________ _ Pile Driving SIPD Rein/. Steel RSS Grout: Mix # /psi Fireproofing: _______ _ Nondestructive Testing Steel 55 Mortar: Type/psi A.C. Concrete: ________ _ 1. Shop SINDT-1 Tendon (PT Strands) TS Units: Block Other: _________ _ 2. Field SINDT-2 Other Units: Brick Other: _________ _ Fireproofing SIFP Other -¼. Roofing JR Other __ Waterproofing IWP Other Asphalt Paving lAP --Other 10 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This repor;t covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR Jinny L. Garcia (313) INSPECTION DATE 7/23/86 Roofing Inspection Conducted randor.i moisture readings of roof sheathing with the Delmhorst Moisture Detector, Model B07. Observed r.ioisture readings consistantly in the 11 wet11 tone on meter scale -approximately 25-30%. 7/24/86 Roofing Inspection Con~ucted random moisture readings at roof with the Delmhorst Moisture Dedector. Readings 25-,30% moisture measured consistantly in the "wet" tone on the scale. RECEIVED AUG 51986- CITY 9F CARLSBAD Bu1ldmg Department w . 7 /25/86 Roofing Inspection Page 2 8/1/86 File# P-548A AEL 6U-453 Conducted random moisture readings of roof with the Delmhorst Moisture Detector. Moisture read in the "dry" tone on the meter scale. Inspected the roof for proper materials, procedures and place- ment in accordance to plans and specifications. INSPECTOR: John Mauk 7/30/86 Roofing Inspection 2-Client Roofing continued in accordance with specifications. Several blisters visable in matting; blisters were marked and pointed out to Roofing Foreman. Blisters are being repaired as work progresses. Will be followed up in next report. 1-Architect, Attn: Harlan Tande 1-Engineer, Attn: Steve Mayorga 1-Lender, Attn: Jack Hanssel 1-CRC, Attn: Charlie Abdi 1-City of Carlsbad Bldg. Dept. American Engineering Laboratories, Inc. 7574 Trade Street, San Diego. California 92121 Telephone (619) 695-3730 INSPECTION REPORT Date _______ _,,7.,.;/::-:-1-:'5'"'"/-=8-=6==-=-=· Project No.~P_-_5_4_8_-A __________ Report No AEL 6U-4 l 8 Client KOLL CONSTRUCTION COMPANY Client Address 7330 Engineer Road San Diego, CA 92111-1464 Project Name (per plans) "H" Building Permit No. _...;:8...;:5_-...;4_9_0 ____ _ Project Address (legal) Plan File No. __________ _ Architect -------------------------------Govt. Contract No. ________ _ Engineer _______ _c;----~~;;...;..;.;..;;...c..-------------------Census Tract No. _________ _ Contractor Other _____________ _ INSPECTION CODE MATL SAMPLING CODE MATERIAL DESCRIPTION Reinforced Concrete SIC Concrete Cylinders cc X Aeint; Rebar ASTM A615 Steel: ---------- X Prestressed Concrete SIPC x Mortar Samples MS Reinforced Masonry SIM Grout Samples GS Aeinf.: W.W.F. Metal Decking: Reinf.: Tendons Shear Connectors: Struct. Steel Assembly Fireproofing FP Cone.: Mix #/ps' H.S. Bolts: 1. Shop Fabrication SISS-1 Units (block or brick) UB Cone; Mix # /psi Electrodes: 2. Field Welding SISS-2 AC. Concrete ACC Cone.: Mix #/ps· Electrodes: 3. H.S. Bolting SISS-3 Roofing AS Pile Driving SIPD Aeinf. Steel ASS Cone; Mix # /psi Cert. Welders: _x Grout: Mix #/psi 5730001 {2000) Fireproofing: Nondestructive Testing Steel ss Mortar: Type/psi AC. Concrete: 1. Shop SINDT-1 Tendon (PT Strands) TS Units: Block Other: 2. Field SINDT-2 Other Units: Brick Other: Fireproofing SIFP Other Roofing IA Other Waterproofing !WP Other Asphalt Paving IAP Other 0 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR INSPECTION DATE Gerad Griffith (M-279) 7/7/86 Special Inspection -Reinforced Masonry 2-Client Inspected placement of reinforcing steel and grout in masonary walls at the following locations: 5'-0" east of line 2 (C-D.1, E.1-E.2 and E.6-F) and 5'-0" west of line 10 (B-D.5), E-E.1 and E.6-F). Obtained grout samples for test. 1-Architect, Attn: Harlan Tande 1-Engineer, Attn: Steve Mayorga 1-Construction Surveillance Services Attn: Jack Hanssel 1-Carlsbad Research Center Attn: Charlie Abdi 1-City of Carlsbad Building Dept. 117 American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 INSPECTION REPORT Date _______ 7__._/_2_,_/_8_6 ____ Project No._P_-_5_48_-_A __________ Report No AEL 6-H032 Client KOLL CONSTRUCTION COMPANY Client Address 7330 Road Project Name (per plan Building Permit No. ___ 8 ___ 5_-___ 4 ....... 9 ....... 0 ____ _ Project Address (legal) Plan File No. __________ _ Architect Tande Govt. Contract No. --------'":'=::::-""'-"---:-----'--'-'-"':--'~-'-"-----'-:'-------::-:---:::::~---------------Engineer Census Tract No. ________ _ Contractor Other ____________ _ INSPECTION CODE MAT'L SAMPLING CODE MATERIAL DESCRIPTION -Reinforced Concrete SIC -Concrete Cylinders cc -Rein!.: Rebar -X Steel: A36 -Prestressed Concrete SIPC -Mortar Samples MS -Rein!.: W.W.F. -Metal Decking: Reinforced Masonry SIM -Grout Samples GS -Rein!.: Tendons -Shear Connectors: x Struct. Steel Assembly Fireproofing FP Cone.: Mix #/ps· H.S. Bolts: ---x 1. Shop Fabrication SISS-1 Units (block or brick) UB -Cone.: Mix #/psi Electrodes: 8018 --- ...L 2. Field Welding SISS-2 -A.C. Concrete ACC -Cone.: Mix #/psi -Electrodes: 3. H.S. Bolting SISS-3 -Roofing RS -Cone.: Mix #/psi -1.. Cert. Welders: Yes -P,ile Driving SIPD -Rein!. Steel RSS -Grout: Mix #/psi -Fireproofing: -Nondestructive Testing -Steel ss -Mortar: Type/psi -A.C. Concrete: -1. Shop SINDT-1 -Tendon (PT Strands) TS -Units: Block -Other: --2. Field SINDT-2 -Other -Units: Brick -Other: --Fireproofing SIFP -Other --Roofing IR -Other --Waterproofing IWP -Other --Asphalt Paving IAP --Other 10 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR INSPECTION DATE J; nny L. Garcia 6/23/86 Special Inspection -Field Welding (W-313) Inspected the welding of plate-to-plate connection of precast tilt-up wall panels 4-5, 7-8. Inspected the welding of precast tilt-up wall panel of tie down plate-to-plate connections at panel 24, verticals of panels 5 through 7, 17 through 22. Inspected the welding of plate-to-plate pilaster connection at line 2 (E-F) and 10 (E-F). 2-Koll Construction Company I-Conwell-Marshall & Associates/Attn: Harlan Tande 1-Kahn Associates/Attn: Steve Mayorga I-Construction Surveillance Services/Attn: Jack Hanssel I-Carlsbad Research Center/Attn: Charlie Abdi 1-City of Carlsbad Bldg. Dept. 117 American Engineering Laboratories, Inc. 7574 T:rade Street, ~an 'Diego, California 92121 Telephone (.619) 695-3730 INSPECTION REPORT Date_ 6/9/86 ProjectNo._._P-_5_4,...8 _________ ,ReportNo AEL 6U-331/1 Client _____ ----,;Tr::iH~E~K~O.;;;.[[~C.;;.;OM~P..;..A~NY~:------------------------ Client Address _____ 73_3.,..0__,E:-n-=g __ i_n_e~eTr_R .... o~a,..dr"'l"'lr------------------------------San Diego. CA 92111 ;:;]~FiA=:r;;~~-;--rt~;t;-;r-~r------H---........ _ Building Permit No._8_5-_4 __ . 9_0 ____ ......,_ --=1-"""'""-=------,,-......:~.....,......,"'='""-=----=---------,.--,-----------· Plan File No. ______ __,, __ _ - -_-_-_-_-_-_..;: -~~'."" :-::-::-~~i-~.;.;~.;.;~;.~:-~~~.;. ~:::;J:i-~..:: !.3'7:.§;;;; ~~ :....~ ___ .;;;; _-_;..;. _;;. _;;. _.;.. _.;.. _.;..; _-_-_;;.; _ ... _-_-_-_-_ .... _-_-_-_-_-_-_-_-_-_-Govt. Contract No. Engineer Census Tract No.----------- Contractor Other----------------- INSPECTION CODE MAT'L SAMPLING CODE MATERIAL DESCRIPTION X Reinforced Concrete SIC __! Ccn:rete Cylinders cc ~ Reint.:RebarASTM A615, Gr.60 _ Steel: _______ _ Prestressed Concrete SIPC M!lrtafSamples MS _ Reln1.:W.W.F. _______ _ _ Mata! Decking: ______ _ Reinforced Masonry SIM Struct. Steel Assembly GrDut Samples GS Fireproofing FP _ Reinf.: Tendons -=--,,--,,~-=-=--.-===- __.l Cone.: Mix #/psi 50-6316G ( 3000) _ Shear Connectors: ______ _ _ H.S. Bolts: _______ _ 1, Shop Fabrication SISS·1 Units (block or brick) UB -Cone.: Mix #/ps.i~------_ Electrodes: _______ _ 2. Field Welding SISS·2 _ A.C. Concrete ACC -Cone.: Mix #/ps._;· ______ _ _ Bectrodes: _______ _ 3. H.S. Bolting SISS·3 -Roofing RS _ Cone.: Mix #/ps;·._ ______ _ _ Cert. Welders: _______ _ Pile Driving SIPO -lleint. Steel RSS Grout: Mix #/psi ______ _ _ Fireproofing: _______ _ __ Nondestructive Testing _ St~ ss _ Mortar: Type/psi ______ _ _ A.C. Concrete: _______ _ 1. Shop SINOT·l _ Teooon (PT Strands) TS _ Units: Block _ Other: ________ _ 2. Field SINDT-2 -Other _ Units: Brick.~-------_ Other: ________ _ Fireproofing SIFP -Other Roofing IR _ Other Waterproofing !WP _ Olhes _ Asphalt Paving IAP __ Other 10 CERTIFICATION OF COMPLIANCE: Alf of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office If you need more specific Information regarding inspection procedures. INSPECTOR Fernando Cardenas (C-216) INSPECTION DATE 5/30/86 Special Inspection -Reinforced Concrete Inspected reinforcing steel followed by concrete placement inspection at panels #5, 22 and 8. 20, 21, 23, 24. Obtained concrete cyl'inders for test. RECEIVED JUN 111986 CITY OF CARLSBAD Building Department INSPECTOR: James R. Thomson (267) 6/4/86 Special Inspection -Reinforced Concrete Page 2 6/9/86 File# P-548 AEL 6U-331/1 Inspected reinforcing steel and preplacement conditions in tilt-up panels #s 10, 11, 12, 13, 14, 15, 16, 17, 18 and 19, Building H. INSPECTOR: Fernando Cardenas (C-216) 6/5/86 Special Inspection -Reinforced Concrete Inspected concrete placement and consolidation at panels #s 10, 11, 12, 13, 14, 15, 16, 17, 18 and 19. Obtained concrete cylinders for test. 2-Koll Construction Co. Attn: Ron Brockhoff 1-Carlsbad Research Center Attn: Charlie Abdi 1-Conwell-Marshall & Assoc. Attn: Harlan Tande 1-Construction Surveillance Services Attn: Jack Hanssel 1-City of Carlsbad Building Department American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 INSPECTION REPORT Date 6/26/86 Project No. ____ a...P-.... 5'""'4"""8_-__ A ______ Report No. AEL 6-JE165 Client KOLL CONSTRUCTION COMPANY Client Address 7330 Enqi neer Road San Diego, CA:::dP:-1-&1;4·6;4 Project Name (per plans) t-----'-''----........ .....;;---...::.;;:..:::.;-:.a. ........... a...-...__ ........ ____ ~--+-----Building Permit No. _ _.8=5=---4,...,9'-"0._ __ _ Project Address (legal) Plan File No. __________ _ Architect Conwe Govt. Contract No. ________ _ Engineer ________ K.;..:a:::.::h.:.:n.:....,A..:.;s:::.:s=-o=-c=-1_· a ... t.:.e=-s=-----------------Census Tract No. ________ _ Contractor _________ K"'"'o~l:..l.:......;C:::.:o:::.:n""'s::...t.:.r'"""u""c::...t.:.1..,.;· o:::.n,.,_C=-o=-=m.:.:.p:::.:a::...n..:.y...._ _________ _ Other ____________ _ INSPECTION CODE MAT'L SAMPLING CODE MATERIAL DESCRIPTION Reinforced Concrete _SIC _ Concrete Cylinders cc _ Reinf.: Rebar l Steel: __ __;,A..:...-..::3:..:6:..-___ _ _ Prestressed Concrete SIPC -Mortar Samples MS _ Reinf.: W.W.F. Metal Decking: ______ _ Reinforced Masonry SIM _ Grout Samples GS _ Reinf.:Tendons Shear Connectors: ______ _ _x__ Struct. Steel Assembly _ Fi"eproofing FP _ Cone.: Mix #/ps' 1. Shop Fabrication SISS-1 -Units (block or brick) UB -Cone.: Mix #/psi H.S. Bolts: ---------X Electrodes: E71T-7 _x_ 2. Field Welding SISS-2 _ AC. Concrete ACC _ Cone.: Mix #/psi 3. H.S. Bolling SISS·3 Roofing RS Cone.: Mix #/psi x Electrodes: Cert. Welders: Yes Pile Driving SIPD -Reinf. Steel RSS Grout: Mix #/psi Fireproofing: Nondestructive Testing _ Steel ss Mortar: Type/psi A.C. Concrete: 1. Shop SINDT-1 _ Tendon (PT Strands) TS Units: Block Other: 2. Field SINDT-2 Other Units: Brick Other: Fireproofing SIFP Other Roofing IR Other __ Waterproofing IWP Other Asphalt Paving IAP __ Other IQ CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR Gerad Griffith (W-279) INSPECTION DATE __ 6.;;..:/_1-:.9..:../..;;;.8..;..6 ________ _ Special Inspection -Field Welding Inspected welding of pilaster inserts to foundation inserts at the following locations: Line 9 (35'-0" south of line F, 15'-0" south of line G, 5'-0" north of line H, 35'-0" north of line K) and line 1 (30'-0" north of line H, 5'-0" north of line G). 2-Koll Construction Company 1-Conwell-Marshall & Associates, Attn: Harlan Tande 1-Kahn Associates, Attn: Steve Mayorga 1-Construction Serveillance Services, Attn: Jack Hanssel 1-Carlsbad Research Center 1-City of Carlsbad Building Department RECEIVED JUL 11986 CITY OF CARLSBAD Building Department American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 INSPECTION REPORT Date ________ __._"""""' ....... ----____,_P_--=-54..:..;8:a.-_________ Report No. AEL 6U-314 /J Client _______ __:,.:,,:..:::...,..:.;=:.:::...-=:.:..!!..!.!!,;:...:.... _____________________________ _ Client Address _____ ;,..:::.;::.::.....:::.;~.:..:.:.::::;:.;:......:=::.:::..----------------------------- Project Name (per plans) Building Permit No. __.8=5 .... -_.4""'9.,.0 ____ _ Project Address (legal) Plan File No. __________ _ Architect ---------=:.=.:..:.:.:..:::..:...:.....:..=.:...:::.:.:.=.:...._-=-.:..A:.:::s=s=o=c'""i""a...,.t""e""'s__________ Govt. Contract No. ________ _ Engineer Census Tract No. ________ _ contractor The Ko 11 Company Other ____________ _ INSPECTION CODE MATL SAMPLiNG CODE MATERIAL DESCRIPTION _X Reinforced Concrete SIC ~ Concrete Cylinders cc X Rein!.: Rebar ASTM A615, Gr.60 Steel: Prestressed Concrete SIPC Mortar Samples MS Reinf.: W.W.F. Metal Decking: Reinforced Masonry SIM Grout Samples GS Reinf.: Tendons Shear Connectors:· - Struct. Steel Assembly Fireproofing FP X Cone.: Mix #/psi 51-3164 (30002 H.S. Bolts: 1. Shop Fabrication SISS-1 Units (block or brick) UB Cone.: Mix #/psi Electrodes: 2. Field Welding SISS-2 A.C. Concrete ACC Cone.: Mix #/psi Electrodes: 3. H.S. Bolting SISS-3 Roofing RS Cone.: Mix #/psi Cert. Welders: Pile Driving SIPD Reinf. Steel ASS Grout: Mix #/ps· Fireproofing: Nondestructive Testing Steel ss Mortar: Type/psi A.C. Concrete: 1. Shop SINDT-1 _ Tendon (PT Strands) TS Units: Block Other: 2. Field SINDT-2 _ Other Units: Brick Other:· Fireproofing SIFP Other Roofing IR Other Waterproofing IWP Other Asphalt Paving IAP Other· '0 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved· plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this. office if you need more specific information regarding inspection procedures. INSPECTOR INSPECTION DATE Steve West (C-271) 5/22/86 Special Inspection -Reinforced Concrete Inspected reinforcement and monitored placement and consolidation of concrete for Building "C" foundation. Obtained concrete cylinders (1set) for test. Further inspected reinforcing steel for size, grade and spacing at Building "H" 2-The Koll Construction Co. 1-Carlsbad Research Center Attn: Charlie Abdi 1-Conwell-Marshall & Assoc. Attn: Harlan Tande 1-Construction Surveillance Attn: Jack Hanssel 1-City of Carlsbad Buildg. Dept. Services S.9 and S.10. JUN r; 1986 CITY OF CARLSBAD Building Department American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 INSPECTION REPORT Date ______ -.a.6 ... /=2/._8 __ 6 ______ Project No._:...P-...::5::..:4~8;.__ _________ Report No. AEL 6lJ 314 Client THE KOLL COMPANY Client Address 7330 Engineer Road San Diego. CA 92111 Project Name (per plans) CARLSBAD RESEARCH CENTER (MULTI 'S, PHASE I I) Building Permit No. ~8a,!,,:5a!..-..:4..i,6w7 ____ _ ProjectAddress(legal) 2185 Faraday Avenue, Carlsbad, CA Plan File No. __________ _ Architect Conwe 11--Marsha 11 & Associates Govt. Contract No. ________ _ Engineer--------,=-___,,.,......,,,..,,...-,,..------------------Census Tract No. ________ _ Contractor _____ ..:,T..:.;h;.;:e~K~o..:.l..:.l ~Co:;;.;m~pi::;,;a:;;.;n~y'--_____________ _ Other ____________ _ INSPECTION CODE MAT'L SAMPLING CODE MATERIAL DESCRIPTION X Reinforced Concrete SIC _x_ Concrete Cylinders cc _x_ --1-'!einf.: Rebar ASTM A615, Gr.60 Steel: Prestressed Concrete SIPC Mortar Samples MS Rein!.: W.W.F. Metal Decking: Reinforced Masonry SIM Grout Samples GS Re inf.: Tendons Shear Connectors: -- Struct. Steel Assembly Fireproofing FP Cone.: Mix #/psi H.S. Bolts: 1. Shop Fabrication SISS-1 Units (block or brick) UB Cone.: Mix #/psi Electrodes: 2. Field Welding SISS-2 _ A.C. Concrete ACC Cone.: Mix #/ps; Electrodes: 3. H.S. Bolting SISS-3 _ Roofing RS Cone.: Mix #/ps; Cert Welders: Pile Driving SIPD -Rein!. Steel ASS Grout: Mix #/psi Fireproofing: Nondestructive Testing _ Steel ss Mortar: Type/psi A.C. Concrete: 1. Shop SINDT-1 Tendon (PT Strands) TS Units: Block Other: 2. Field SINDT-2 Other Units: Brick Other: Fireproofing SIFP Other Roofing IR Other Waterproofing IWP Other Asphalt Paving IAP __ Other IQ CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR INSPECTION DATE Glenn Harris (C-254) 5/19/86 Special Inspection -Reinforced Concrete Confirmed placement of slab-to-panel dowels (per 7/Sl and related details) prior to placement of concrete at slab-on-grade, Building A. Obtained concrete cylinders for test. 2-The Koll Construction Co. 1-Carlsbad Research Center Attn: Charlie Abdi 1-Conwell-Marshall & Assoc. Attn: Harlan Tande 1-Construction Surveillance Services Attn: Jack Hanssel 1-City of Carlsbad Building Department R~CEIVED JUN G 1986 CITY OF CARLSBAD Building Department 1 ,- American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Tel~phone (619) 695-3730 INSPECTION REPORT Date 5/28/86 Project No. __ P_-_5_4_8 _________ Report No_A_E_L_6_U_-_3_0_1 __ _ Client ______ -,;,,T.;.,;.H;;:..E ,..:.K.;.;:O=L=L_C"'"'0;:.;..M.:.;..P.;..;A~NY.:...-,-------------------_._ ____ _ Client Address _____ ..,,.7..;..3..;..3..;..0,,...;;;.En.;..g""-'-i n.;..e.;..e,,..r,......;R..;..o;..,a...,d,..,,..,,,--_________________________ _ San Die o CA 92111 Project Name (per plans) _....,C::-:A,..,,R~L;..;;.S.,,,,B_AD ____ R-:-'E;..;;S..;;;E~A;..;.RC~H----C .... E .... NT.,,..E_R""=""'(-=-8_00...,..0_,)'--;,=-=· _B_L_DG_._H__ Building Permit No. ______ _ Project Address (legal) ___ 2_1_3_1_F_a __ r_a_d_a__.y.__A_v_e_n_u __ e_,.__C_a_r_l_s_b_a_d __ , ___ C_A______ Plan Fife No. __________ _ Architett _______ ,.,.C_o,_nw_e__,..l _l _-_M_a_r_s_h_a_l_l _&_A_s_s_o_c_i _at_e_s ________ Govt. Contract No. ________ _ Engineer Kahn Associates Census Tract No. ________ _ Contractor The Kol l Co· Other ___________ _ INSPECTION CODE MATL SAMPLING CODE MATERIAL DESCRIPTION X Reinforced Concrete SIC _! Concrete Cylinders CC X Reinf.:Rebar ASTM A615, Gr.60 _ Steel; ________ _ -Prestressed Concrete SIPC -Reinforced Masonry SIM _ Struct. Steel Assembly -1. Shop Fabrication SISS-1 2. Field Welding SISS-2 3. H.S. Bolting SISS-3 Pile Driving SIPD Nondestructive Testing 1. Shop SINDT-1 2. Field SINDT-2 Fireproofing SIFP Roofing IR __ Waterproofing IWP __ Asphalt Paving IAP --Other 10 _ Mortar Samples MS Reinf.: W.W.F. _______ _ Grout Samples GS _ Fireproofing FP x Reinf.: Tendons -:=-:,--,..,....,.,..,..,..-,....,...,..,... Cone:: Mix #/psi51-5136G /3000 _ Units (block or brick) UB Cone.: Mix #/psi. ______ _ _ A.G. Concrete _ Roofing ACC _ Cone.: Mix #/ps;,_· ______ _ RS _ Cone.: Mix #/psi ______ _ _ Reinf. Steel RSS Grout: Mix #/ps._;· ______ _ _ Steel SS ___ Mortar: Type/psi ______ _ _ Tendon (PT Strands) TS Units: Block Other ___ _ _ Units: Brick _______ _ Other ___ _ Other ___ _ Other ___ _ Metal Decking: ______ _ Shear Connectors: ______ _ H.S. Bolts: ________ _ Electrodes: ________ _ Electrodes: ________ _ Cert. Welders: _______ _ Fireproofing: _______ _ _ A.C.Concrete: _______ _ Other: _________ _ _ Other: _________ _ CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR INSPECTION DATE James R. Thomson (C-267) 5/23/86 - Special Inspection -Reinforced Concrete Inspected concrete p 1 acement for Building "H", precast 7 and 9. Obtained concrete cylinders for test. 2-The Ko 11 Co. Attn{ Ron Brockhoff 1-Conwell-Marshall & Assoc. 1-Kahn Assoc. 1~City of Carlsbad panel~ #s ?1, 2,. I \~ v1\( 3, 4, 6, 117 American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 F1LE No. P-548-A SUMMARY OF COMPRESSION TEST RESULTS PAGE __ ...__ __ YEAR: RC -8000 BUILDING jHI -.;l4ftH-,Faraday Avenue Carlsbad, CA KOLL CONSTRUCTION COMPANY 1986 "STORED & CURED. NOT TESTED LAB. NO. 2098 DATE CAST MO....DA. 7/7 LOCATION IN STRUCTURE Masonry wall at 5' east of line 2 (E. 1). 3 REC G t SPECIFIED 2000 MATERIAL: __ r_o_u ____ 28-DAY STR.: _ __;;;..._,;;;_;;,_ __ PSI PROPORTIONS/MIX No.: 5730001 Sorrento Ready Mix TYPE: _____ CEMENT: 5 • 7 S k • SPEC. SLUMP: -~8 __ .IN. None 3/8 ADMIXTURE: __________ AGG. SIZE: ____ .IN. ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. 9 7-OAY 1960 D 28-DAY 2710 2670 OTHER TEST RES UL TS AGE DA+E MAILED AUG 121986 CITY OF RLS AD 2-Koll Construction Company 1-Conwell-Marshall & Associates 1-Kahn Associates 1-Construction Surveillance Services 1-Carlsbad Research Center 1-City 0f Carlsbad Building AMERICAN ENGINEERING LABORATORIES. INC. WILLIAM L. PATRICK, R.C.E. #35256 11· ·"' l American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 F1LE No P-548-A SUMMARY OF COMPRESSION TEST RESULTS PAGE 1 JOB: CRC -8000 BUILDING BUILDING "H" .2,/'31 ~Faraday Avenue AooREss, Carlsbad, .CA KOLL CONSTRUCTION COMPANY YEAR: 1986 0 STOREC & CURED. NOT TESTED LAB. NO. 2063 CATE CAST MO. CA. 7/3 -- LOCATION IN STRUCTURE Wall at line 2 (E. 1). ---------- . RECE~'.*'·~---·i AUG 51986 CITY OF CARLSBAD Building Department 2-Koll Construction 1-Conwell-Marshall & Associates 1-Kahn Association 1-Constructoin Surveillance Services 1-Carlsbad Research Center 1-City of Carlsbad 3 M t SPECIFIED 1800 MATERIAL: __ o_r_a_r ___ 28-DAY STR.: -------Psr PROPORTIONS/MIX NO.: Type 11 S11 TYPE: -----CEMENT:----SPEC. SLUMP, ____ JN. A None CMIXTURE: __ ~.c.=.,.=------AGG. SIZE: ____ .IN. ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. 7-CAY . I ,.. ~ J 28,0AY 3360 325 - t\ f\ \ OTHER TEST RESULTS AGE - ~ DATE MAILED AMERICAN ENGINEERING LABORATORIES. INC. WILLIAM L. PATRICK, R.C.E. #35256 11· American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695·3730 FIL.ENO P-548~ SUMMARY OF COMPRESSION TEST RESULTS PAGE 1 Concrete SPECIFIED. 3000 JOB: CRC -8000 BUILDING" 11 H11 • •• MATERIAL. 28-DAY STR. ?--/7/ 2108 Faraday Avenue PROPORTIONS/MIX No: SQ-6316 eremjxed Concrete ADDRESS Carlsbad, CA THE KOLL COMPANY TYPE: CEMENT: 5 • 4 sk. SPEC. SLUMP. 4 YEAR: 1986 ADMIXTURE: Pozz. 322~ AGG. SIZE. 1 •STORED 8: CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI DATE OTHER DATE LAB. NO CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED MO. OA. IN. AGE 1623 5/23 Beam and 2 column in panel 4 2670 4260 #6. 3 4170 - 1624 5/23 Panel #1, inside face (2nd 4 2090 3780 24-day 3180 JUN 2 o of 2 1 i fts). 3 - 1:698 5/30 Panel #20. 4 4 1890 3200 17-day 2650 -3330 1752 6/5 Panel #117, South half. 4 5 2620 - Psi Co. IN. IN. 19 2-Koll ·Construction Company·-AMERICAN ENGINEERING LABORATORIES. INC. 1-Carlsbad Research Center, Attn: Charlie Abdi 1-Conwell-Marshall & Associates, Attn: Harlan Tande 1-Construction•Surveillance Services Attn: Jack Hanssel _ 1-Kahn Associates, Attn: Steve Mayoraga ~ 1-City of Carlsbad llk7 cJ~-~c ,Gci1v7~ WILLIAM L. COCHRANE, R.C.E. #24445 SE American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 FIL.E No e-548 A SUMMARY OF COMPRESSION TEST RESULTS PAGE 1 Concrete SPECIFIED. 3000 JOB: CRC :... 8000 BUILDING' 11 H11 ••• MATERIAL.: 28-DAY STR .. 2100 Faraday Avenue PROPORTIONS/MIX No: 50-6316 eremixed Concrete ADDRESS· Carlsbad, CA THE KOLL COMPANY TYPE: CEMENT: 5. 4 sk. SPEC. SL.UMP: 4 YEAR: 1986 ADMIXTURE: Pozz. 322~ AGG. SIZE: 1 •STORED 8c CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI DATE OTHER DATE L.AB. NO. CAST L.OCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED MO. DA. IN. AGE 1623 5/23 Beam and 2 column in panel 4 2670 4260 #6. 3 4170 - 1624 5/23 Panel #1, inside face (2nd -4 2090 3780 24-day 3180 JUN 2 o of 2 lifts). 3 - :_:1:698 5/30 Panel #20. 4 4--1890 17-day 2650 - 1752 6/5 Panel #117, South half. 4 5 2620 - PSI Co. IN. .IN. 19 2-Ko l l · E:onst-ruct ion Company·· AMERICAN ENGINEERING LABORATORIES, INC. 1-Carlsbad Research Center, Attn: Charlie Abdi 1-Conwell-Marshall & Associates, Attn: Harlan Tande 1-Constructi6n Surveillance Services Attn: Jack Hanssel 1-Kahn Associates, Attn: Steve Mayorega 1-City of Carlsbad w~~l <eoc1tf Yt~ WILLIAM L. COCHRANE, R.C.E. #24445 111 86 American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 COMPRESSION TEST RESULTS PAGE 1 YEAR: 1986 •STORED 8c CURED. NOT TESTED LAB. NO. DATE CAST MO. DA. LOCATION IN STRUCTURE C SPECIFIED MATERIAL: __ o_n_cr_e_t_e __ 28-DAY STR.: --2-0~0=0 ___ PSI PROPORTIONS/MIX NO.: 50-0002 Premixed Concrete Co. TYPE: -----CEMENT: 4.5sk SPEC. SLUMP: ~4 ___ IN. A Pozz.322N DMIXTURE: -~~~~-----AGG. SIZE: _......_ __ .IN. ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. 7-DAY 28-DAY OTHER DATE TEST RESULTS · MAH.£0 AGE 1349 4/25 Continuous southwall ftgs. 4.0 2050 3960 / 3780./ . btwn. J & K. 3 1350 4/25 Grade beam@ line 2 & F 3 4.0 1351 4/28 Ftgs. for Bldg. "A" 3 4.0 2-koll~Consiructio~ Company 1-Carlsbad Research Center, Attn: ·Charlie Abdi 1-Conwell-Marshall & Associates, Attn: Harlan Trande 1-Construction Surveillance Services Attn: Jack Hanssel 1-Kahn Associates, Attn: Steve Maroaga 1-City of Carlsbad 2870 3180 4140/ 4240/ 2550/ 2650 MAY 30 1986 JUN 2 0 1986 AMERICAN ENGINEERING LABORATORIES, INC. J~LG,cA~ WILLIAM L. COCHRANE, R.C.E. #24445 111 American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 FILE No . .2.=-548-A SUMMARY OF COMPRESSION TEST RESULTS PAGE----al __ _ JOB: CRC -8000 BUILDING 11H11 C SPECIFIEO MATERIAL: -~o.:..;cn.::.c;....re=:..;t:;..;:e ____ 28-DAY STR.:·--=2=0-=-0-=-0 ___ PSI ;2.f 31 -f-1-00-Faraday Avenu·e - Carlsbad, CA·" PROPORTIONS/MIX NO.: 50-0002 Premixed Concrete Co AoORESS· THE KOLL COMPANY TYPE: _____ CEMENT: 4.5sk SPEC. SLUMP. __,4 ___ IN. YEAR: 1986 AcM1xTuRE,_P~o_z=z.~3-2=2=N ______ AGG. s1zE, _1.__ __ IN. •STORED 8c CUREO. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI 1349 1350 1351 1945 CATE CAST MO. OA. 4/25 4/25 4/28 LOCATION IN STRUCTURE SLUMP IN. Continuous southwall ftgs. 4.0 btwn. J & K. 3 Grade beam@ line 2 & F 3 4.0 Ftgs. for Bldg. 11A11 3 4.0 Footing northwest side. 3 4.0 RECEIVED JUL 11986 CITY OF CARLSBAD Building Department 2-Koll Construction Company 1-Carlsbad Research Center, Attn: Charlie Abdi 1-Conwell-Marshall & Associates, Attn: Harlan Trande 1-Construction Surveillance Services Attn: Jack Hanssel 1-Kahn Associates, Attn: Steve Maroaga 1-City of Carlsbad 7-DAY 2050 2870 3180 1560 28-DAY 3960 3780 4140 4240 2550 2650 OTHER TEST RESULTS AGE DATE ·MAI LEO MAY 3 0 198E JUN 2 0 1986 AMERICAN ENGINEERING LABORATORIES. INC. J~Ll-OcA~ WILLIAM L. COCHRANE, R.C.E. #24445 111 American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 E C EI V Eliephone (619) 695-3730 AUG 111986 t<CI 1 CONST.· C F1LE No P-548-A SUMMARY OF COMPRESSION TEST RESULTS PAG"-"' _ __,1,___ JOB: ADDRESS· YEAR: CRC -8000 BUILDING 'H' 2100 Faraday Avenue Carlsbad, CA KOLL CONSTRUCTION COMPANY 1986 •STORED 8t CURED. NOT TESTED LAB. NO. 2098 DATE CAST MO. DA. 7/7 LOCATION IN STRUCTURE Masonry wall at 5' east of line 2 (E. 1). 1 2-Koll Construction Company 1-Conwell-Marshall & Associates 1-Kahn Associates 1-Construction Surveillance Services 1-Carlsbad Research Center 1-City of Carlsbad G SPECIFIED 2000 MATERIAL: __ r_o_u_t ____ 28-DAY STR.: --=~---PSI PROPORTIONS/MIX NO.: 5730001 Sorrento Ready Mix TYPE: -----CEMENT: 5. 7 sk. SPEC. SLUMP._--:8~_ IN ADM1xTuRE,_N_o_n_e~-------AGG. s1zE, _3_/_8 __ IN. ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. 9 7-DAY 1960 28-DAY 2710 2670 OTHER TEST RESULTS AGE DATE MAil.ED AMERICAN ENGINEERING LABORATORIES. INC. WILLIAM L. PATRICK, R.C.E. #35256 ,. American Engineering Laboratories, Inc. R E C i 7f '{fat!e ~eet, San Diego, California 92121 ~ephone (619) 695-3730 AUG 1 t 1986 KOLL CONST. • C FILE No P-548-A SUMMARY OF COMPRESSION TEST RESULTS PAGE 1 Joe, ADDRESS· YEAR: CRC -8000 BUILDING 'H' 2100 Faraday Avenue Carlsbad, CA KOLL CONSTRUCTION COMPANY 1986 •STORED Be CURED. NOT TESTED LAB. NO. 2098 CATE CAST MO. OA. 7/7 LOCATION IN STRUCTURE Masonry wall at 5' east of line 2 (E. 1). 3 2-Koll Construction Company 1-Conwell-Marshall & Associates 1-Kahn Associates 1-Construction Surveillance Services 1-Carlsbad Research Center 1-City of Carlsbad G t SPECIFIED 2000 MATERIAL: __ r_o_u ____ 28-DAY STR .. -------Psi PROPORTIONS/MIX NO.: 5730001 Sorrento Ready Mix TYPE: -----CEMENT: 5 • 7 S k • SPEC. SLUMP. --=8 __ IN None 3/8 ADMIXTURE: __________ AGG. SIZE·--'---.IN. ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. 9 7-OAY 1960 28-DAY 2710 2670 OTHER TEST RESULTS AGE DATE MAI LEO AMERICAN ENGINEERING LABORATORIES. INC. WILLIAM L. PATRICK, R.C.E. #35256 American Engineering Laboratories. ~E C E i V E. D R E7t:4Erf'9~ San Diego, California 92121 Tefephone (619) 695-3730 AL;G 4 1986 AUG 5 1q95 THE KOLL CO. KOLL CONST. • C FILE No P-548-A SUMMARY OF COMPRESSION TEST RESULTS PAGE 1 Joe, . CRC -8000 BUILDING BUILDING "H" 2100 Faraday Avenue AooREss-Car 1 s bad, CA KOLL CONSTRUCTION COMPANY YEAR: 1986 0STOREO St CUREO. NOT TESTEO LAB. NO. 20.63 DATE CAST MO. OA. LOCATION IN STRUCTURE 7/3 Wall at line 2 (E. 1). 2-Koll Construction 1-Conwell-Marshall & Associates 1-Kahn Association 1-Constructoin Surveillance Services 1-Carlsbad Research Center 1-City of Carlsbad 3 M t SPECIFIEO 180 MATERIAL: __ Or_a_r ___ 28-DAY 5TR.: --.;..;;_'-'o;._ __ PSI Type "S" PROPORTIONS/MIX No: _...,__.i;;._....;___.,;;;.. __________ _ TYPE:-----CEMENT:----SPEC. SLUMP. ____ IN. A None OMIXTURE: ----'-"==-------AGG. SIZE. ----.IN. ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. 7-OAY 2090 28-OAY 3360 3250 OTHER TEST RESULTS AGE OAT!: MAILED AMERICAN ENGINEERING LABORATORIES. INC. WILLIAM L. PATRICK, R.C.E. #35256 11' F11.E No ..E::548-A ECEIVED , ...,.,..1'merlcan Engineering Laboratories. Inc. flt CE/ V £ D JUL 2 8 ·~ Trade Street. San Diego, California 92121 ILJL CONST. _ C Telephone (619) 695-3730 eJ 2 8 1986 -,~HE KOLL CO SUMMARY OF COMPRESSION TEST RESULTS PAG" 1 Joe, CRC -8000 BUILDING "H" 2100 Faraday Av.emi·e· · Ca-rl sbad, CA_--.. C SPECIFIED MATERIAL: __ o_nc_r __ e'--t_e __ 28-DAY STR.: -~2-0-0~0 ___ PSI PROPORTIONS/MIX NO.: 50-0002 Premixed Concrete Co AOORESS: THE KOLL COMPANY TYPE: ----CEMENT: 4.5sk SPEC. SLUMP. __.4'-_' _ IN. YEAR: 1986 ADM1xTuRE: ___ Po""'z __ z=·-=3=2=2..,.cN _____ Aaa. s1zE· _1~--.tN. •STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI LAIS. NO. 1349 1350 1351 1945 DATE CAST MO. DA. 4/25 4/25 4/28 6/24 . . LOCATION IN STRUCTURE SLUMP IN. Continuous southwall ftgs. 4.0 btwn. J & K. 3 Grade beam@ line 2 & F 3 4.0 Ftgs. for Bldg. "A" 3 4.0 Footing northwest side. 3 4.0 2-Koll. Construction Company 1-Carlsbad Research Center, Attn: Charlie Abdi 1-Conwell-Marshall & Associates, Attn: Harlan Trande 1-Construction Surveillance Services Attn: Jack Hanssel 1-Kahn Associates, Attn: Steve Maroaga 1-City of Carlsbad 7-0AY 2050 2870 3180 1560 28-0AY 3960 3780 4140 4240 2550 2650 2720 2600 OTHER TEST RES UL TS AGE OAT£ MAILEO MAY 3 0 198 JUN 2 0 198E UUL O 3 1986 AMERICAN ENGINEERING LABORATORIES. INC. J~Ll-Od\~ WILLIAM L. COCHRANE, R.C.E. #24445 ,. American Engineering Laboratories, Inc. R E c7!£4fT~c;€~t. San Diego, California 92121 Telephone (619) 695-3730 JUL 14 1qa5 KOLL CONST. • C iYtlEf VEo JUL 14 1986 THE KOLL CG FILE NO P-548-A SUMMARY OF COMPRESSION TEST RESULTS PAGE 1 SPECIFIED' MATERIAL, -~C_o_n~cr_e_t~e~-2e.0Av STR .. ---"'3"""'0-=0=-0 ___ Psi JOB: CRC -8000 BUILDING" 11H" · ·. 2100 Faraday Avenue AooREss Carlsbad, CA PROPORTIONS/MIX NO: 50-6316 erernj~ed Concrete Ca. THE KOLL COMPANY TYPE: CEMENT: 5. 4 s k. SPEC SLUMP. ~ IN YEAR: 1986 ADMIXTURE: Pozz. 322~ AGG. SIZE 1 IN. •STORED 8c CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI CATE LAB. NO. CAST LOCATION IN STRUCTURE SLUMP MO. DA. --IN. 1623 5/23 Beam and 2 column in panel 4 #6. 3 1624 5/23 Panel #1, inside face (2nd 4 of 2 1 i fts) • 3 1:698 5/30 Panel #20. 4 4 - 1752 6/5 Panel #117, South half. 4 5 - 2-Koll ·Construction Company·· 1-Carlsbad Research Center, Attn: Charlie Abdi 1-Conwell-Marshall & Associates, Attn: Harlan Tande 1-Constructjorr Surveillance Services Attn: Jack Hanssel 1-Kahn Associates, Attn: Steve Mayoraga 1-City of Carlsbad OTHER DATE 7,0AY ZB,OAY TEST RESULTS MAILEO AGE 2670 4260 4170 2090 3780 24-day 3180 JUN 2 o 19 1890 3200 17-day 2650 3330 JUL O ·3 1986 2620 3800 3890 3870 AMERICAN ENGINEERING LABORATORIES. INC. LJ &,~l Coci1 a~ WILLIAM L. COCHRANE, R.C.E. #24445 8 FIL£ NO P-548-_.8_ SUMMARY OF Joe, CRC -8000 BUILDING "H II American Engineering Laboratories, Inc. 7574 Trade Street. San Diego, California 92121 Telephone (619) 695-3730 COMPRESSION TEST RESULTS Concrete SPECIFIED MATERIAL. 28-DAY STR PAGE 1 3000 PSI 2100 Faraday Avenue PROPORTIONS/MIX No: 50-6316 erernjxed Concrete Co. ·Carlsbad, CA AOOR£SS THE KOLL COMPANY TYPE. CEMENT· 5 • 4 s k. SPEC SLUMP 4 IN YEAR: 1986 ADMIXTURE: Pozz. J22~ AGG. SIZE 1 IN. •STORED 8t CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI DATE LAB. NO CAST LOCATION IN STRUCTURE SLUMP MO. DA. IN. - 1623 5/23 Beam and 2 column in panel 4 #6. 3 - 1624 5/23 Panel #1, inside face (2nd 4 of 2 1 i fts). 3 - 1.698 5/30 Panel #20. 4 4. - 1752 6/5 Panel #117, South half. 4 5 - 2-Koll Construction Company· 1-Carlsbad Research Center, Attn: Charlie Abdi 1-Conwell-Marshall & Associates, Attn: Harlan Tande 1-Construction Surveillance Services Attn: Jack Hanssel 1-Kahn Associates, Attn: Steve Mayoraga 1-City of Carlsbad OTHER DATE 7-DAY 28 DAY TEST RESULTS MAILEO AGE 2670 4260 4170 2090 3780 24-day 3180 JUN 2 o 19 1890 3200 17-day 2650 3330 2620 AMERICAN ENGINEERING LABORATORIES. INC. LJ ,JS.,-~l (,.cc( 1 r7:::c:R:--., WILLIAM L~ COCHRANE, R.C.E. #24445 E American Engineering Laboratories. Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 F1LE No ..e..-548-A SUMMARY OF COMPRESSION TEST RESULTS PAGE ____ l __ _ Joe, CRC -8000 BUILDING "H" 2100 Faraday Avenue Carlsbad, CA · C SPECIFIED MATERIAL: __ o_n_c_r_e_t_e __ 28-DAY STR --=2...,.0-=:.0.,,_0 ___ Psi PROPORTIONS/MIX No: 50-0002 Premixed Concrete Co ADDRESS· THE KOLL COMPANY TYPE: -----CEMENT· 4.Ssk SPEC. 5LUMP _____ 4.-.. __ IN YEAR: 1986 ADM1xTuRE,_P~oz=z=·~3-2 .... 2~N _____ AGG. s1zE. _1.__ __ IN. 0 STORED 8c CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI LAB. NO CATE CAST MO. DA. LOCATION IN STRUCTURE SLUMP IN. 1349 4/25 Continuous southwall ftgs. 4.0 btwn. J & K. 3 1350 4/25 Grade beam@ line 2 & F 3 4.0 1351 4/28 Ftgs. for Bldg. 11A11 3 4.0 1945 6/24 Footing northwest side. 3 4.0 2-Koll Construction Company 1-Carlsbad Research Center, Attn: Charlie Abdi 1-Conwell-Marshall & Associates, Attn: Harlan Trande 1-Construction Surveillance Services Attn: Jack Hanssel 1-Kahn Associates, Attn: Steve Maroaga 1-City of Carlsbad 7-0AY 2050 2870 3180 1560 28-0AY 3960 3780 4140 4240 2550 2650 OTHER TEST RESULTS AGE DATE MAILED MAY 3 0 198t JUN 2 0 1986 AMERICAN ENGINEERING LABORATORIES. INC. J~Leo~~ WILLIAM L. COCHRANE, R.C.E. #24445 11 American Engineering Laboratories. Inc. l'r 7574 Trade Street. San Diego, California 92121 vln~ .l _l ;~,;.;_ INSPECTION REPORT Telephone (619) 695-3730 ,.,., -_ .,...,~'v ~ f"it~, :. ~ .~ t':--:.9·.~L.o~.:.,, ... ; ... \...-,,~ Date 6/9/86 ProjectNo. P-548 ReportNo.AEL 6U-331/1 Client-------.... T,i-,,H,.:E ..,.Kr.,IIO~l:--L -,c~or:M~PANY . ------------ Client Address 7330 Engineer Road San Diego. cA 92111 Project Name (per plans) CARLSBA~ RESEARCH CENTER/ 8000 BLDG. H Building Permit No. 8 __ 5---_4..c..9..c..O ____ _ ProjectAddress(legal) 2100 Faraday, Carlsbad, CA PlanFileNo. _________ _ Architect ______ ,...C~o,...n,...w_e_l:--1_-M_a_r_s_h_a_l_l_&_A_s_s_o_c_i _at_e_s _________ Govt. Contract No. _______ _ Engineer Kahn Associates CensusTractNo. ________ _ Contractor The Ko 11 Company Other ____________ _ INSPECTION CODE MA T'L ~PLI NG CODE MATERIAL DESCRIPTION X Reinforced Concrete SIC X Caicm! Cylinders CC X Reinl.:RebarASTM A615, Gr.60 Steel ---------Prestressed Concrete SIPC Msla"Samples MS Rein!.: W.W.F. _______ _ Metal Decking: _____ _ Reinforced Masonry SIM Struct. Steel Assembly Gi91tSamples GS Fns:rooling FP _ Reinf.:Tendons -=---==-=--..-== _x Cone.: Mix #/psi 50-6 316G ( 3000) Shear Connectors: ______ _ H.S. Bolts: _______ _ 1. Shop Fabrication SISS·1 unts 1b10Ck or brick) UB Cone.: Mix #/psi ______ _ Electrodes: _______ _ 2. Field Welding SISS·2 1,.::. :-Oncrete ACC Cone.: Mix #/psi ______ _ Electrodes: _______ _ 3. H.S. Bolting SISS·3 Flom~ RS Cone .. Mix 'it/psi ______ _ Cert Welders. _______ _ Pile Driving SJPD leitt Steel ASS Grout: Mix #/pSi ______ _ Fireproofing. _______ _ Nondestructive Testing Sll!!I ss Mortar: Type/pSi ______ _ A.C. Coocrete: _______ _ 1. Shop SINDT-! Teicir iFT Strands) TS Units: Block Othef ________ _ 2. Field SINDT-2 CltTllr Units: Brick _______ _ Other ________ _ Fireproofing SIFP oner Roofing IA O!ll!r Waterproofing IWP CltTllr Asphalt Paving IAP Other 10 CERTIFICATION OF COMPLIANCE. AIi of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding ~ction procedures. INSPECTOR INSPECTION DATE Fernan::-:, Cardenas (C-216) 5/30/8€ Special Inspection -Rein:orced Concrete Inspected reinforcing steel followed by concrete placement inspection at panels #5, 22 and 8, 20, 21, 23, 24. Obtained concrete cylinders for test. ,. .... ,.....~!\}~~ ·:: .... _: INSPECTOR: James R. Thomson (267) 6/4/86 Special Inspection -Reinforced Concrete Page 2 6/9/86 File# P-548 AEL 6U-331/1 Inspected reinforcing steel and preplacement conditions in tilt-up panels #s 10, 11, 12, 13, 14, 15, 16, 17, 18 and 19, Building H. INSPECTOR: Fernando Cardenas (C-216) 6/5/86 Spec i a 1 -r nspect ion -Reinforced Concrete Inspected concrete placement and consolidation at panels #s _10, 11, 12, 13, 14, 15, 16, 17, 18 and 19. Obtained concrete cylinders for test. 2-Koll Construction Co. Attn: Ron Brockhoff 1-Carlsbad Research Center Attn: Charlie Abdi 1-Conwell-Marshall & Assoc. Attn: Harlan Tande 1-Construction Surveillance Services Attn: Jack Hanssel 1-City of Carlsbad Building Department ~,· ,~~\ · Amencan Engineering Laboratories, Inc. r{t,\./ '1 ' • ·· , ·--'INSPECTION 7574 Trade Street, San Diego, California 92121 · "'°O ·; . . · · , \~\ ~ \'jY .. _,~;,v .o·· .DJ;,DO.""T Telephone (619) 695-3730 ju1· f;/~. ~ '1"'c5(i n :f!ft "'Q\,..\_t, .__:[. ~-CO,\!."''i" -+,Q g Date 6/2/86 Project No. ____ P_-_54_8 ____________ Report No. AEL 6U-3] 4/1 Client ________ T_._H __ E ......... KO.,..L-L-CO-M-PANY Client Address 7330 Engineer Road San Qjegg. CA Q?lll Project Name (per plans) CARLSBAD RESEARCH CENTER ( 8000 BU I LO ING H) Building Permit No. _.,._85.._-"""'4'""'9 .... 0 ___ _ Project Address (legal) 2100 Faraday Avenue, Carlsbad, CA Plan File No. __________ _ Architect Conwe 11-Marsha 11 & Associates Govt. Contract No. ________ _ Engineer------------------------------Census Tract No. ________ _ contractor The Ko 11 Company Other ___________ _ INSPECTION CODE MAT'L SAMPLING CODE MATERIAL DESCRIPTION X Reinforced Concrete SIC X Concrete Cylinders CC X Reinf.: Rebar ASTM A615, Gr.60 steel: _______ _ Prestressed Concrete SIPC Mortar Samples MS Reinf.: W.W.F. Metal Decking: ______ _ Reinforced Masonry SIM Struct. Steel Assembly Grout Samples GS Reinf.: Tendons Fireproofing FP _l Cone.: Mix #/psi 51-3164 (30002 Shear Connectors: ______ _ H.S. Bolts: _______ _ 1. Shop Fabrication SISS-1 Units (block or brick) UB Cone.: Mix #/psi Electrodes:---~---- 2. Field Welding SISS-2 A.C. Concrete ACC Cone.: Mix # /psi Elec1rodes: _______ _ 3. H.S. Bolting SISS-3 Roofing RS Cone.: Mix #/psi Cert. Welders: _______ _ Pile Driving SIPD Reinf. Steel ASS Grout: Mix #/psi Fireproofing: _______ _ Nondestructive Testing Steel ss Mortar: Type/psi A.C. Concrete: _______ _ 1. Shop SINDT-1 Tendon (PT Strands) TS Units: Block Other: _________ _ 2. Field SINDT-2 Other Units: Brick Other:· _________ _ Fireproofing SIFP Other Roofing IR Other __ Waterproofing IWP Other Asphalt Paving IAP __ Other 10 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR Steve West (C-271) INSPECTION DATE 5/22/86 Special Inspection -Reinforced Concrete Inspected reinforcement and monitored placement and consolidation of concrete for Bui 1 ding "C" foundation. Obtained concrete cylinders (1set) for test. Further inspected reinforcing steel for size, grade and spacing at Building "H" precast panel #s 1, 2, 3, 4, 6, 7, 9 per applicable detai_l sheets S. 1, S.9 and S. 10. 2-The Koll Construction Co. 1-Carlsbad Research Center Attn: Charlie Abdi 1-Conwell-Marshall & Assoc. Attn: Harlan Tande 1-Construction Surveillance Services Attn: Jack Hanssel 1-City of Carlsbad Buildg. Dept. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) S<>O: 1468 DATE: 7-7--gr, ~A~~T.ICAN~-.JISDICTION JURISDICTION: Cl9eLs BFfD 0 PLAN CHECKER 0 FILE COPY QUPS PLAN CHECK-·No:" f!.S-490 -!Zetl PROJECT ADDRESS: .21 BJ Fi9-f:;.)9DJ4'-:} 0 DESIGNER PROJECT NAME°': c,qeL584D 12e-se=4/e.C-H CctJie,e::_ II D D D D 0 D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified __________________ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff diA not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: _______ Telephone# REMARKS: __________________________ _ BY: 11-Be-· Vol 1e-/l.JT£ ESGIL 90RPORATION ?jt?/ ft .. ENCL: -------- Jurisdiction . CA-~ LSJ54D _Prepared by, P-BG VALUATION AND PLAN CHECK FEE CJ Bldg. Dept. Cl Esgil PLAN CHECK NO. ··gs-490 £:ell BUILDING ADDRESS :Ll-3/ _ F/!l-~~J)FJ!j APPLICA.NT/CONTACT HEtR.t..14-IJ T14NOe- BUILDING OCCUPANCY B--<. TYPE OF CONSTRUCTION V-A} .. BUILDING PORTION BUILDING AREA R&t/1 :SI OAJ TO PeEv/OlA-SL 4 Air Conditionin~ Commercial Residential Res. or Comm. ,• Fire Sprinklers Total Value PHONE NO. {§11) .2.g5_7zl7 DESIGNER PHONE ------ CONTRACTOR PHONE ----- VALUATION VALUE MULTIPLIER R-?P/ZOl/c. ·p PUJ-A/S @ @ @ fee Adjusted To Reflect D Energy Regulations (fee x 1.1) OHandicapped Regulations (Fee x 1.065) B uildiri g P er m it F e e. $ --------------------"'---------I _Plan Check Fee $ H-fcL'J I I-J-Jt.. @... SL/-,17 X I, 2,.S . . J $ ~ 7, 71 COM MEN TS._:---------------------------- 8/4/82 -· •. DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 .(61 9) 560· 1468 ... ., .·.' OAPPLICANT JURISDICTION: CfCJ-iZ.LS (:3 AD ~ JURISDICTION D PLAN CHECKER D FILE COPY PLAN CHECK NO: . OUPS D DESIGNER PROJECT ADDRESS: Pc/G PROJECT NAME: D D D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified SEE RE.i1-(i·=J-/c.-lC.S are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did been completed. Date contacted: REMARKS: 5/fc}l.U advise applicant that the plan check has Person contacted: :sec... ------------- 10 }?£/ 1'i5S Telephone # "J"-r~3-7:J/7 THE COHE3!/Uft T10AJ :sc.11'-f!SOl. FoR.. fl-LL T/f E GLt.1.-l/'9~( /3 Ef'9fl-( S. !2EF£/c TD Ti-£J/3l£ !v'o. I ZJ;· -C -I PA e T A U .. 6c., ,R 2-, BY: fl-!5E ])C>l. I e A.) TE ESGIL CORPORATION ENCL: -------- I c=:.,'.ce::_.:c;:--· f.. : 1 I ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: QAPPLICANT C i':1 ·,-.;J , e! t<. ,-1 D JURISDICTION: . r-t le., L ~ Jc..J 1-, /- ti JURISDICTION Q PLAN CHECKER QFILE COPY OUPS PLAN CHECK NO: ,I(' S'" -L(-9 CJ PROJECT ADDRESS: PA-/2.rl-D/9 lf AU!:7 D DESIGNER PROJECT NAME: D D D D D ·-a The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified _______________ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected apd resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esg~l Corp. until corrected plans are submitted for recheck. -The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. \\ The applicant's copy of the check list has been sent to: rf-7 E k..ocL co -c P1ck;cJ:> !..Ip') 7-?>~0 £1UGr/1)EEtc. 'R-l) 51-11\/ DiEGo 92 ii J I J Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did been completed. Date contacted: REMARKS: advise applicant that the plan check has Person contacted: J:);::J f/ ID i/ R .£ Qi.<.. t5' ~ j )' I a 111 i-s Telephone # __ 2_~_g_3_·-_7_2_-_l_7-'-- ---------------------------- BY: _Q_fo~-e.'------"D::__=o_;..../_1 ·.Q..3/1. _ _;....f __ < __ _ ENCL: ________ _ ESGIL CORPORATION -- ... TO: The Koll Co. --------~'-------- 7330 Engineer Rd. · <ttitp of <t!:arl~bab 0 APPLICANT COPY D CITY COPY San Diego, CA 92111 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 0 PLAN CHECKER COPY COMMERCIAL PLAN CORRECTION SHEET A. Plan Check Number 85-490 -------------- B. Site Address Faraday Avenue C. · Owner The Koll Company D. E. F. G. H. Building Code Applicable -----------------------1982U.B.C. 0 cc up ant Load 43 5 Stories -----------------------1 Occupancy_---=B=-----'2=-------------Use Off ice·s Type of Construction VN Sprinklers: Yes No --------------------- Allowable Floor Area 48,000 Actual 43,448 --~-------- I; Basis for Area Increase Separation on al 1 sides & installation J. Remarks of automatic sprinkler system. ------------------------------ Date Plans Submitted _______ Date Plans to Plan Checker 9/6/85 Date _Initial Plan Check Completed 9 /9 /85 By Abe Doliente Applicant Contact Person David Vasquez Tel. 283.-7 217 FOREWORD: PLEASE READ I.' This plan check is limited to technical requirements contained 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 Department. 2. You may have other corrections based on laws and ordinances enforced by the Planning, Engineering an~, Fire Departments. For information regarding those departments, please conta~t Mr. Carter Darnell at (619) 438-5525. 3. The items below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations •. fer Sec. 303 (c), 82 Uniform Building Code, the approval of the plans d~~; not permit the violation of any state, county or city law. 4. Please submit two sets of corrected plans and show on this list where corrections -.yere made i.e. sheet, detail, etc •. Return any original plans and documents that were returned to you by the city. The above items may be returned to the City Building Department or to Esgil Corporation at 9320 Chesapeake Dr., Suite 208, San Diego, CA 92123, telephone (6Hi) 560:.1468. 8/19/82 5. Provide the site address and a vicinity sketch on the Title Sheet. 6. Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title s. 9. 10. Sheet. All sheets of the plans and the fir-st sheet of the calculations are required to be signed by the California licensed Architect or Engineer responsible for the design. Please include the California license number and the date the plans are_signe~: Indicate on the Title Sheet whether or not a grading permit is required for this project. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application •filed should be clearly identified as "not included" on the site plan or Title Sheet. Provide a Building Code Data Legend on the Title Sheet. Include the fol- lowing code information for each building proposed: Occupancy Group Description of Use Type of Construction Sprinklers: Yes or No Stories Height Floor Area B-2- 0-rFtC {5- {J ,v ~~es Z/ I ¢a,. alf. g Justification to exceed allowable area in Table 5-C Justification to exceed allowable height or stories in Table 5-D SITE PLAN 11. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, streets, existing and proposed buildings and structures, location of yards used for allowable increase of building area and dimensioned setbacks. @ @ 15. 16. 17. 18. @ Provide a statement on the site plan . stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Clearly dimen,ion building setbacks from property lines, street center- lines, and from all adjacent buildings and structures on the site plan. · Show and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. Show on the site plan, or provide the grading plans., showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. Show dimensioned parking layout including any required handicap ac~ess spaces. Show -the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. LOCATION ON PROPERTY 20. When two or more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504(c). An exception is provided if the combined area of the buildings is within the limits specified in Section SOS for a single building. If this exception is used, show how the building(s) will comply with Section SOS. 21. Buildings over one story and containing courts shall have an ?ssumed property line for the purpose of determining required wall and opening protection of court walls, per Section 504(c). See possible exception. Please show how the court walls will be made to comply with Section 504{c). 22. The exterior walls less than feet to a property line or an assumed property line, shall be fire- rated construction. Section _0J(a) 23. Exterior walls shall have a JO inch parapet when less than feet to a property line or anassumed _property line. (see exception, Section 1709) 24. The exterior wall shall have protected openings (J/4 hour) when closer than feet to a property line or an assumed property line. Section __ 03(b) 25. The exterior walls shall have no openings when closer than feet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section __ 03(b) 26. Eaves over required windows shall be not less than 30 inches from side and rear property lines. Section 504(a) 27. Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710 28. Projections may not extend more than 12 inches into areas where openings are not allowed. Section 1710 29. Projections over public property must comply with Chapter 45. \ '\ JO. Projections may not extend more than one-third the distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where fire-resistive protection of openings is first required, whichever is least restrictive. Section 504(b) 31. Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304{c) 32. When openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504(bl 33. A covered passageway connecting separate buildings must comply with the requirements for an arcade. Section 509 34. Exterior exit balconies cannot be located in an area where openings are required to be protected. Section JJ0S{i) 35. ~xterior stairways shall not project into yards where protection of openings is required. Section 3306(n) 36. Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour constrµction for a height of 10 f~et above the court or yard grade. Openings shall be protected by fire- assemblies having a rating of not less than three-f-0urths-hour. Section 3302 definition and Section 33ll(d) 37. Structu7al ele~en~s exposed in walls required to be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall or as required for the structural frame f~r the type of construction, whichever is greater. Table 17-A footnote l, and Section 1702 38. Openings for scuppers, mechanical equipment vents, foundation vents and similar openings are not permitted in walls located where openings are prohibited and would have to be protected where openings are required to be protected. Table 5-A r=~-~--~ -----., . • j . ·t I ! BUILDING AREA, HEIGHT AND STORIES TYPE OF CONSTRUCTION_LALLOWABLE AREA ANJ\T,YSIS building Designation Type Construction Shown 1/ A/ Number of Stories and Height I ~-2--i Basic Allowable Area go ou Increases For Multi-Stories For Yards Feet On Sides x-z- For Sprinklers X -:.s Total Allowable Area 4-eOOIJ Actual:Area Total /1_::z. £.i f.i-k' I Area Separation Walls Yes ~ Yes No Yes No Yes No Yes .No Over Area Yes ~ Yes No Yes No Yes No Yes No Over Height Yes Cm5J Yes No Yes No Yes No Yes No Over Stories Yes ~ Yes No Yes No Yes No Yes No ~ i)/-,{<i I ' I . 1 i l i • I =.· LOCATION ON PROPERTY When two or more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504(c1. An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a single building. If this exception is used, show how the building(s) will comply with Section SOS. Buildings over one story and containing courts shal 1-have an _assumed property line for the purpose of determining required wall and opening protection of court walls, per Section 504(c). See possible exception. Please show how the court walls will be made to comply with Section 504(c). 22. The exterior walls less than feet to a property line or an assumed property line, shall be fire- rated construction. Section _03(al 23. Exterior walls shall have a 30 inch parapet when less than feet to a property line or anassumed property line. (see exception, Section 1709) 24. The exterior wall shall have protected openings (3/4 hour) when closer than feet to a property line or an assiiiii'ed property line. Section __ 03(b) 25. The exterior walls shall have no openings when closer than feet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section __ 03(b) 26. Eaves over required windows shall be not less than 30 inches from side and rear property lines. Section 504(a) 27. Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710 28. Projections may not extend more than , 12 inches into areas where openings are not allowed. Section 1710 29. Projections over public property must comply with Chapter 45. •\ 30. Projections may not extend more than one-third the distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where fire-resistive protection of openings is first required, whichever is least restrictive. Section 504(bJ 31. Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304(c) 32. When openings are required to be protected due to location on property, the sum of openings shall not exceed SO percent of the total area of the wall in each story. Section 504(b) 33. A covered passageway connecting separate buildings must comply with the requirements for an arcade. Section 509 34. Exterior exit balconies cannot be located in an area where openings are required to be protected. Section JJOS(i) JS. ~xterior stairways shall not project into yards where protection of openings is required. Section 3306(n) 36. Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour constrµction for a height of 10 f 7et above the court or yard grade. Openings shall be protected by fire- assemblies having a rating of not less than three-fourths-hour. Section 3302 definition and Section 33ll(d) 37. Structu7al ele~en~s exposed in walls required to be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall or as required for the structural frame f;r the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702 38. Openings for scuppers, mechanical equipment vents, foundation vents and similar openings are not permitted in walls located where openings are prohibited and would have to be protected where openings are required to be protected. Table 5-A r -1 ! ., ·1 -~·--' ·. BUILDING AREA @ Provide on the Title Sheet of the plans the code justification for exceeding the basic allowable area in Table 5-C. Section 506 40. When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. Section 503 41. As shown, the building(s) is/are over area for the Type pf Construction shown. Table 5-C 42. The total floor area of a multi-story building cannot exceed twice the basic area allowed by Table 5-C after increasing the basic area, per Section 506 43. No single story can exceed the basic ~rea allowed by Table 5-C plus the increases allowed by Section 506. 44. Unless considered a separate story, the floor area of a mezzanine shall be included in calculating the area of the story in which it is located. 45. A basement need not be included in the total allowable area, provided such a basement does not qualify as a story nor exceed the area permitted for a_ one story building. ARE/\ SEPARATION WALLS 46. Area separation walls may separate portions of a building and allow each portion to be considered a separate building, however, the area separation wall must be four-hour in Type I, II-F.R., III and IV buildings; and two-hour in Type II-one- hour, Type II-N and Type V buildings. Section SOS (e )l 47. Openings in four-hour area separation walls are required to be protected with three-hour fire-resistive assemblies, and 1-1/2 hour fire- resistive assemblies in two-hour area separation wal~s. Section S0S(el 48. Openings in area separation walls. -, are limited to 25 percent of the length of the wall in each story. Section S0S(el 39 Co;/\rR..c+ h c,,u· .l cR_,1-·n q, d'o..,,+o..., 49. If area separation walls do not extend to the outer edge of horizontal pro- jections, (balconies, roof overhangs, canopies, marquees and architectural projections) and the projecting elements contain concealed spaces, the wall shall extend through the concealed space to the outer edges of the projecting elements. The exterior walls, and projecting elements above, must be of one-hour con- struction on each side of the area separation waITforadistance equal to the depth of the projecting elements. Openings in the one-hour walls must be protected with three-fourth-hour assem- blies. Section S0S(e)2 SO. All area separation walls must extend in a continuous straight vertical plane from the foundation to a point 30 inches above the roof, but may terminate at the underside of the roof sheathing if the roof/ceillng is two-hour construction. 51. Two-hour area separation walls may ter- minate at the roof sheathing· provided that: A. Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less than one- hour fire-resistive construction for a width of not less than 5 feet on each side of the wall. B. Where roof/ceiling framing elements are perpendicular to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction. C. Openings in the roof shall not be located within 5 feet of the ar~a separation wall. Section 505(3) 52. No openings in the roof are permitted within S feet of a two-hour area separation wall if parapets are not provided. Section 50S(e)3 Or\.. C-l>Ue.v" 'Sh.Lcf ~-- ~~/- J o__lf11'¥1FCL b i-€.., t /rn 0..,.,.-Y l VVIA--'L vY\. 0..('f c"\... /$ Li><' 000 SQ_ ··.-F'"(. 8 t<.. / /di 'n a d·H:·-~-:, V?/2-+ 0<A.q_1,_,~1 .A V,, •. VVV\ • ·-x:;_ J., I p ) J y,... U'h Q.V1--t 0, I -~ .. ·- 53. Are~ separation walls, which separate portions of buildings having different heights, may terminate 30 inches above the lower roof level, provided the exterior wall for a height of 10 feet above the lower roof is of one-hour fire-resistive construc- tion with openings protected by three- fourths-hour assemblies. As an alternate, the wall may terminate at the sheathing of the lower roof, provided roof/ceiling elements, if parallel to the wall, are one-hour construction for a 10 foot width along the wall at the lower roof; where the lower roof/ceiling elements are perpendicular to the wall, the roof/ceiling elements shall be one- hour for the entire span. Section 505 (e)S. 54. No openings in the lower roof are permitted within 10 feet of the area separation wall if parapets are not provided. Section SOS(e)S 55. Show the basis for the approved fire- resistive construction elements for the area separation wall, parapet, and ceiling assembly if used in lieu of parapet. i.e. Item nwnber in Table 43-A, B, C or U.L. Directory, etc. (Note that trusses require two layers of 5/8 inch Type 'X', per Gypsum Fire Resistance Design Manual, Item FC 5406) 56. See the attached article, "Area Separation Walls Revisited", and incorporate appropriate data and details on your plans. 57. Provide complete details of the area separation wall(sl to show compliance with Section SOS(e)l-5. 58. Provide a note on the plans stating: "Plumbing and conduit penetrations of the area separation wall shall be of copper or ferrous. No plastic pipe may penetrate the area separation wall". BUILDING HEIGHT/STORIES 59. Clearly show the maximum building height based on the definition in Section 409. 60. Clearly show if the lower level is a bas~~ent or story, based on the definitions in Section 403 and 420. 61. Plot the finish grade (adjacent ground level) on the elevations and dimension the distance to the floor above for story determination. See definition of grade, Section 408. 62. The height and nwnber of stories cannot exceed that shown in Table 5-D. Show the code basis for the height/ number of stories as shown. '\,' 63. Ona additional story would be permitted beyond that shown in Table 5-D if the building is sprinklered throughout and the sprinkler system is not other- wise required by Section 506 (area) or Section 508 (substitute for one-hour). Section 507 64. Towers, spires and steeples shall comply with Section 507, excepticn 1. FIRE-RESISTIVE CONSTRUCTION 65. Where one-hour fire-resistive con- struction is required, an approved automatic sprinkler system, when not otherwise required, may be substituted for the one-hour construction. However, the fire sprinkler system shall not waive or reduce fire-resistive require- ments for: occupancy separations, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 and atriums constructed in accord- ance with Section 1715. Section 508 66. Provide details of the one-hour fire- resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, etc. 67. Maintain one-hour fire-resistive wall construction at built in wall fixtures and behind mailboxes, fire- exitinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 4304(e) 68. Detail and reference ICBO number or other approval for horizontal fire assembly using trusses. Section 4303(b)8 69. Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fa~s, laundry room fans and dryer vents. Also detail recessed light fixtures. Section 4303(b)6 70. Roof/ceiling and floor/ceiling assemblies must be of one-hour construction, detail fire assemblies on plans along with their ICBO number or other I.O. number from the Fire-Resistive Design Manual published by the Gypsum Assoc. or U.L. number or item number from Table 43-C. UBC 71. Detail water heater vents located inside fire-resistive wall con- struction or within fire-resistive shafts. 72. Detail pre-fabricated fireplace flues within individual fire-resistive shafts and specify fire-stopping around fireplace.box opening. Section 4304(e) r-·-----·-,---·---.···--··· f .l ' ·I I \ 73. c;early ~de~tify l~cation and hourJy fire-resistive rating of vertical shafts on the plans. Provide cons~ruction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 1706 74. Note on the plans that elevator doors must be constructed and installed in the same manner as a hour fire assembly, even_t_h_o_u_g_h_ elevator doors are not identified with fire labels.. · 75. Detail column fire protection per Table 43-A in the UBC and specify column impact protection in garage areas per SEction 4303(b)S. As a minimum, show a 22 ga. steel jacket around each column to a height of · 3 feet ~bove the ground for impact • protection. 76. Structural members such as beams supporting more than one floor or roof must be individually fire protected. (Section 4303(b)6) Detail required protection. 77. Clearly specify minimum thickness of walls and slabs to provide -hour fire-resistive rating per __ _ T~b~e 43-B and C. Clearly specify minimum cover for bonded reinforcing at _____ fire-rated floors, fire-rated columns, _____ fi_r_e ___ _ rated beams. Clearly specify minimum cover for prestressed concrete tendons per Section 4303(c)3. 78. Detail all plumbing and electrical penetration at occupancy, area, corridor or other fire separation wall's as specified in Section 4304(e). 79. Detail all furred ceilings as required in Section 4203. Show fire-retardant treated wood where necessary. io. Clearly label and identify on the plans the fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit courts less than 10 feet wide and exit enclosures, along with their hourly ratings. Section 302(c) ·\ INTERIOR WALL AND CEILING FINISH 81. Foam plastics shall not be used as interior finish except as provided in section l 712. 82. When wall·s and ceiling are required to be fire-resistive or non-combustible, the finish material shall be applied directly against the fire-resistive construction or to furring strips not exceeding 1-3/4 inches. The furred space shall be filled with inorganic or Class I material or fire stopped and not to exceed 8 feet in any direction. 83. When finish materials are set out or dropped more than l-J/4 inches from fire-rated walls or ceilings the finish material shall be Class I or sprinklered on both sides or attached to non-combustible backing or furring strips. 84. Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be non-combustible materials except in Types III and V construction. Where fire-retardant treated wood may be used. 85. All interior wall or ceiling finishes less than 1/4 inch thick shall be applied directly against a non-combustible backing unless it is in accordance with an approved tested assembly. 86. Provide a note on the plans with the finish schedule that, "Wall and ceiling materials shall not exceed the flame spread class- ifications'in UBC Tabl~ 42-B." OCCUPANCY SEPARATION 87. A _____ -hour occupancy separation is requir~d between ___________ _ occupancy and the-:----,--,--=---occupancy. Table 5-a, Section 503(d), Tables 43-A, B, C and Chapter 43 88. Administrative and clerical offices and similar rooms need not be separated for other occupancies provided they are less than 750 sq.ft., less than 25 percent of the floor area of the major use and not related to an H-1 or H-2 Occupancy. Section 503(d) fl_; __ .:_:·-. . ,· .. ;·_. i J: 89. Provide -hour fire-resistiV'!! door assembli;;-in the __ -hour occupancy .' separation. Section SOJ(c) \ 90. The required three-hour rated occupancy separation between B-2 and B-l occupancies may be reduced to a two-hour rating when the B-l is limited to the storage of passenger vehicles, and the provisions of Section 702 are not applicable. Table 5-8 The two-hour'occupancy separation may be further reduced to one-hour, if the aggregate area of 8-l occupancy within the building does not exceed 3,000 sq.f~. Section SOJ(d) 91. A B-1 occupancy·in the basement or first story of a building housing a group 8, Division 2 occupancy may be classed as a separate building. The building above may also be considered a separate and distinct building for the purpose of area limitation, lim- itation of.number of stories and type of construction ONLY if the following conditions are met: a. B-1 is Type I construction b. B-l/B-2 is separated by a three-hour occupancy separation c. B-1 is restricted to passenger vehicle storage, laundry rooms and mechanical equipment rooms (No storage, recreation room, etc.) d. The maximum building height does not exceed the limits in Table 5-D for the least type of construction 92. The Type I Construction is required to have protected exterior wall openings when located within 20 feet from,a property line. Section l803(b) 93. All openings in floors forming a three-hour separation shall be protected by vertical enclosures above and below the opening. The walls of such enclosures shall be not less than two-hour fire-resistive construction, and openings therein shall be protected by a one and one- half-hour assembly. Section 503(c), Tables 43 -A, B, c.and Chapter 43 -~ .. 94. Structural members.supporting an occupancy separation must have the same fire-resistive rating as the separation. Table 5-8, Section SOJ(d), Tables 43-A, B, C and Chapter 43 95. No openings are allowed in a four- hour fire-resistive occupancy separation wall. Section S03(c) 96. Openings in a three-hour fire- resistive separation shall be protected by a three-hour assembly, and openings may not exceed 25 percent of the length of wall in the story and no single opening shall exceed 120 sq.ft. Section 503(d), Tables 43-A, B, C and Chapter 43 97. A two-hour fire-resistive separation shall be not less than two-hour fire- resistive construction. Openings shall be protected by a one and one- half-hour assembly. Section 503(c), Tables 43-A, B, C and Chapter 43 98. A one-hour fire-resistive separation shall be not less than one-hour fire-resistive construction. Openings shall be protected by a one-hour assembly. Section 503(c), Tables 43- A, B, C and Chapter 43 99. Occupancy separation wall penetrations must be either ferrous or copper and fire-stopped. Steel electrical outlet boxes, not exceeding 16 square inches per 100 sq•Jare feet of wall, may be installed and shall be separated by a horizontal distance of 24 inches when on opposite sides of a wall. Section 4304(el. 100. Fire-resistive floors used for occupancy separation shall have openings for mechanical and elec- trical equipment enclosed in shafts per Section 1706. 101. Clarify that wiring within concealed spaces complies with Section 4305(e). 102. Ducts penetrating one or two-hour occupancy separation walls must have fire dampers. A fire door is required for three-hour separations. Section 4306Cj) 103. 104. 105. 106. Usable space under the first story, when constructed of metal or wood, shall be separated from the non-usable space, and the story above, as required for one-hour fire-resistive construction and the aoor to the usable space shall be self-closing, of non-combustible construction or solid wood core, not less than l-3/4 inches in thickness. Section 1703 Show the basis for the rating of the occupancy separation you propose, i.e., Item number i!l Table_ •J -A, B, C; Gypsum Fire-Resistive Design Manual; U.L., etc. In all occupancies, floors above the first story having 10 or more occu- pants, shall have not less than two exits. Section 3303(a) Exits should have a minimum separation of one-half the maximum overall diagonal dimension of the building or area served. Section 3303(c) 107. The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3303(al .108. Where a required exit enters a yard, the yard must lead to a public way. Section 3301 109. Where required exits enter an exit court (~ee definition, $ection 404 and 3301), the exit court must discharge into a public way or exit passageway. The exits from the exit court shall comply with Section 3311 requirements for width, number, and protection of walls ~nd openings. 110. Basements require two exits. Section 3303(al ·=!. \ 111. 112. 113. 114. Total width of exits in feet shall be not less than total occupant load served divided by SO. Tributary occupant load from basements an~ stories above shall be per Section 3303(bl and the maximum width required for any story shall be maintained. No point in the building shall be more than 150 feet (200 if sprinklered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, mea~ured along the path of travel. This may be increased 100 feet if last 150 feet is in a corridor. Section 3303(d) (See exceptions) Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control or when equipped with panic hardware. Section 3304(b) Exit doors should swing in the direction of egress when serving occupant load of 50 or more. Section 3303(d) See doors, ________________ _ 115. Exit doors should be openable from the inside without the use of a key, special knowledge, or ef~ort. Section 3304(c) [Note that exit doors serving 10 or less occupants may.have a night latch, dead bolt, or security chain per Title 24 2-3303(c).J 116. Exit doors.should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304(e) 117. The net dimension (clear width) at door- ways should be used in determining exit widths required by Section 3302(b). Section 3304(e). In consideration of door thicknesses, panic hardware, door swing etc., the required exit widths have not been furnished. See door __ us. 119. 120. 121. 122. 123. 124. Regardless of occupant load, a floor or landing not more than 1/2 inch below the threshold is required on each side of an exit door. Section 3304(h) Coors should not project more than 7 inches into the required corridor. width when fully opened, nor more· than one-half of the required corridor width when in any position. s·ection 330S(dl Revolving, sliding and overhead doors are not permitted.as exi~-doors. Section 3304(gJ. A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of travel, to less than one-half the required width of the stair- way. Section 3306(g) Minimum exit court width is 44 inches. Section 3311 (bl Ch~nge in width in an exit court shall be effected gradually by a guardrail at least 36 inches high and making an angle of not more than 30 degrees with the axis of the court. Section 33ll(b) Walls of exit passageways shall be without openings except exits and shall have walls, floors and ceilings of the same fire-resistance required for the building, with a minimum one-hour fire-resistive construction. Exit openings in the walls shall be protected by a three-fourths-hour assembly. Section 3312(a) ' 125. Ramps requi,ed by Table 33-A shall not exceed 1:12; other exit ramps 1:8. Ramps steeper than 1:15 shall have handrails as required for stair- ways. Minimum size landings and landing clearances must be provided. · Section 3307 \ \ 126. 127. 128. 129. 130. 131. 132. Stairway width must be at least 44 inches when serving more than SO occupants; 36 inches when less than SO; 30 inches when used as a private stairway serving less than 10. occupants. Section 3306(b) Section 330l(bl Seventy eight inch minimum headroom clearance for stairways should be indicated on the plans. Section 3306(p). Note that this is from a plane tangent to the stairway tread nosings. Stairway handrails should not pro- ject more than 3-1/2 inches into the required width. Trim may not project more than 1-1/2 inches. Section 3306(b) Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction. 2 x@ 16" O.C. nailers. Section 3306(m) (n) Landings should not be reduced in width more than 7 inches by a door when fully open. Where doors open over landings, the landing shall have a length of not.less than S feet. Section 3306(g) and Section 3304(hl Stairways from upper levels which extend below the level from which eqress =rom the building is provided, shall have an approved barrier to precl·ude exiting into such lower levels. Section 3306(hl & 3309(el Vertical distances between stairway landings are limited to 12 feet.· Section 3306(i) 133. All interior stairways and ramps shall be enclosed. An enclosure is not required if serving only one adjacent floor and not con- nected to stairs or corridors serving other floors. Section 3309(al 134. Stairway riser must be 4 inches minimum and 7-1/2 inches maximum and minimum run shall be 10 inches except in winding, circular or spiral stairways. Section 3306(c) lJS. 136. 137. 138. Winding and spiral stain,ays are permitted only in residential occupancies. Section 3306(d) Stairways should be enclosed as specified in Section 3309: a. b. c. d. e. f. Two-hour fire-resistive walls. are required in buildings of·Type I and II-F.R. Construction, and in all buildings over four stories, and one-hour elsewhere. Only exit doors are allowed to open into e~it enclosures. Doors should" be labeled one an one-half-hours or one-hour fire assemblies. Exit enclosures should include a corridor on the ground floor extending to the exterior. Fire-resistive construction should be as required for the exit enclosure, including protected openings. Only exit doors are permitted to open into the corridor. An approved barrier is required at the ground floor to prevent people from accidentally con- tinuing to the lower level. Usable space is not allowed under the stairs. Occupied floors more than 75 feet above the highest grade should have all exits from the building in smoke-proof enclosures. Section 3310(b) In buildings four or more stories, one stairway must extend to the roof. Section 3306(0). It must be in a smoke-proof enclosure in buildings over 75 feet in height. A first story as allowed by Section 702 shall be included in determining the number of stories when deter- mining if a stairway to the roof is required. Section 3306(0) 139. 140. 141. 142. 143. 144. Handrails are required on each side of stairways. Stairways required to be more than 88 inches wide shall have intermediate handrails. Stairways not over 44 inches wide may have one handrail if not open on both sides. Private stairways (l tenant), 30 inches or less in height, may have one hand- rail. Handrails shall be 30 inches to 34 inches above nosing of treads and be continuous and, except for private stairways, at least one rail shall extend 6 inches beyond top and bottom risers. Handrail ends shall be returned or shall terminate in a newel post or safety terminal. Section 3306(j) The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 3306(j) Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the required stain,ay width. Section 3306(gl Openings in the exterior wall below or within 10 feet horizontally of an exterior exit stairway in buildings over two stories shall be prote~ted by a self-closing assembly having a three-fourths-hour rating, unless two separate exterior stairways serve an exterior exit balcony. Section 3306(1) CORRIDORS Corridors, and exterior exit balconies, ~erving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to t~e lowest ~rojection. Section 3305(bl When a corridor or exterior exit balcony is accessible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305(fl ~--:·::· __ _._...,~ •• • w~ './-::... HS, Corridors serving 30 or more occupants ahall have walls and ceilings of one- hour construction except: a. Corridors greater than 30 feet wide when the occupants or areas served by the corridor have an exit independent from the cor- b. ridor. · · Exterior sides of exterior exit balconies. Section JJOS(g) 146. One-hour fire-rated corridors shall have door openings protected by tigh~-fitting smoke and draft control assemblies rated 20 minutes, except openings i~ interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic-closing by action of a smoke detector per Section 4306(b), doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305(h) · 147. Total area of all openings, except 148. 149. 150. 151. 152. doors, in any portion of an interior corridor, shall not exceed 25 percent of the area ot the corridor wall of the room which it is separating from the corridor. Such openings shall be pro- tected by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305(h) Duct penetrations of fire-rated_corridor walls and ceilings shall have fire dampers per Section 4306(j). Viewports in 20 minute rated corridor doors cannot exceed l inch in· diameter and must have 1/4 inch thick glass and metal holder that will not melt at l700°F. Section 3305(h) Provide a complete architectural section of the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, roof and all penetrations. Section 330S(g) Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. Section 3305(gl Corridor walls may terminate at the ceiling only if the ceiling is an element of a one- hour fire-resistive floor or roof system. Section 330S(g) . ;,:_ __ .... 153. See attached details for approved -thods of providing one-hour corridor construction. .154. When two exits are required, dead end corridors and exit balconies are limited to·20 feet. Section 3305(e) 155. Exterior exit balconies cannot be located in areas where protected openings are required. Section 159. 160. 161. 162. 163. 164. 3305(i) EXIT SIGNS Exit signs are required for exits serving an occupant load exceeding SO. Show all required exit sign locations. Section 3314(a) Show that exits are lighted with at least one foot candle at floor level. Section 33lJ(al Show that the power supply for exit illumination and exit signs is provided by two separate circuits. (Occupant load exceeds 50 in I occupancies, 100 in H occupancies and 300 in all others). Section 3313(bll Show separate sources of power for exit illumination and exit signs. (Occupant load exceeds 999 in A-1, 500 in A-2/2.l, 150 in churches, 100 ia I'sr 500 in B-2 occupancies). Section 33lJ(bl2 The exit sign locations as shown are not adequate, ELEVATORS Provide notes and details to show the elevator will comply with Sections 5101 through 5105. GLASS AND GLAZING Specify on the window schedule the glass type and thickness to show compliance with Table 54-A and B. Glass in doors or within 12 inches of doors is required to be safety glazing. Section 5406(d) · Glass in excess of 9 sq.ft. with the lowest edge less than 18 inches above a walking surface shall be safety glazing or shall have a horizontal member not less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface • '--4----------------- ·~--... ~ 165. A fire-retardant roof covering is required. See exceptions under Section J202(bl 166, Specify roof pitch. 167. Roof pitch is not adequate for roof covering specified. Specify minimum pitch of · · 168. Specify roof material and application. 169. Specify ICBC, OL or other recognized listing approval number for roof mater- ials not co~ered ~n OBC. 170. Specify roof slope for drainage or design to support accumulated water. Section J207(al 171. Show roof drains and overflows. Size drains per Appendix D of OPC. Section 3207(aJ 172. Show the legal basis to allow roof drainage to flow on to the adjacent property. 173. Draft stop roof/ceiling area, attics, mansards, overhangs, false fronts and similar to limit area to J,000 sq. ft. or 60 LF (9,000 sq.ft. and 100 LF, if 174. ' sprinklered). Section 2516(fl B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H occupancies over 15,000 sq.ft. of single floor area shall have smoke and heat vents per Section 3206. Provide skylight details to show com- pliance with Section 3401 and 5207 or provide ICBC or other recognized approval listing. ·176. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBC or other recognized approval listing. 177. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if a least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 3205(cl 178. Provide a minimum 22" x 30" (or 30" x 30" if equipment is in attic) attic access opening. Section 3205(c) '\ FIRE EXTINGUISHING 179. Fire sprinklers are required on any story or basement when the floor area exceeds 1,500 sq.ft. and there is not provided at least 20 sq.ft. of opening entirely above the adjoining ground in each 50 lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than 75 feet away. Section J802(b) 180. Fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802(b) 181, Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or.more floors shall have additional sprinkler· heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802(bl 182. Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq.ft. on any floor or 24,000 sq.ft. on all floors. Section 3802 183. Provide fire sprinklers ________ _ Section 506, 507, 508 or J802. See also Jurisdiction Ordinance. 184. When serving more than 100 sprinkler heads, automatic sprinkler systems shall be super- vised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location. 185. Provide class . standpipes per Section 3807. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3806 TITLE 24 HANDICAPPED ACCESS AND ENERGY CONSERVATION Provide notes and details on the plans to show compliance with the enclosoed Handicapped Access and Energy Conser- vation check lists. i I l I i 5 " i t ' l t l l ! ' t J i j I I I j r .f l I -~ ·1 I I FOUNDATION 187. Provide a copy of the project soil report prepared by a California licensed Civil Engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC section.2905. 188. Specify on the foundation plan or structural specifications sheet the soil classification, the soil expansion index and the design bearing capacity of the foundation. 191. Provide a letter. from ehe soils engineer confirminq that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommen- dations in the soil report are properly incorpor- ated into the plans.(When-required by the soil report) The foundation plan does not comply with the following soil report recommendation(s! for this project: voTiN{!;-S c i4lL. -v:·n.;,ND A c:;-.-~ ·-J -_ L ;_'i(,,o LM.l-'t=:5( ftDi<Jc,-E; Z: EiA)i.S;-1 0,?,4.P"?;- Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. Note on the foundation plan that:"Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall ad~ise the Building Official in writing that: a. the building pad was prepared in accordance with the soils report; b. the utility trenches have been properly backfilled and compacted, a!ld; c •. the foundation excavations, forming and reinforcement comply with the soils report and approved plan". 193. Provide spread footings for concentrated loads designed for 1,000 psf soil bear- ing or per bearing value as determined by an engineer or architect. Chapter 29 194. Show height of all foundation walls. Chapter 23 195. Show height of retained earth on all foundation walls. Chapter 23 196. Show distance from foundation to edge of cut.or fill slopes and show slope and heights of cuts and fills. Chapter 29 197. No~e on the plans that wood shall be 6 inches above finish grade. s~ction 2516(c)7 198. Note on plans that surface water will drain away from building and show drain-age pattern and key elevations Section 2905(fJ • /C/O ,:J../ 199. Dimension foundations per Table 29-A. .,...,,.a, J'lOCJl(Nls.&Ot' CIP'TN •«LOW l'\.00M routc)All()N ... 1..1. ...,,,.o,, n«:xln!SS UHOraru111ew __,...D 1-, ,.,.,,_ 0#' l'OQnoD """""" .. ,.,,. UNT -_, IUIOt'ACI 1'0111CJATIO#' COHC~n'l ...._,_., _, I 6 6 ll .. ll l I I I.S 1 II 3 10 10 II I 2-& 200. Show foundation sills to be pressure treated, or equal. Section 2516(cl3 201. Show foundation bolt size and spacing. Section 2907(e). 202. Specify size, ICBC number and manufac- turer of power driven pins. Show edge and end distance and spacing, Section 306(f) 203. Show size, embedment and location of hold down anchors on foundation plan. Section 230J(b)4 204. Note on the plan that hold down anchors must be tied in place ~rior to.founda- tion inspection. 205. Show adequate footings under all bearing walls and shear walls, Section 2907(d) 206. Show stepped footings for slopes steeper than 1~10. Section 2907(cl 207. Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516(c)2 ,. 208. Show pier size, spacing and depth into undisturbed soil. Table 29-A 209. Show minimum under floor access of 18 inches by 24 inches. Section 25l6(cl2 210. Show minimum under floor ventilation equal to l sq.ft. for each 150 sq.ft. of und~r floor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516(cl6 211. Specify that·posts embedded in concrete .shall be pressure treated per UBC Standard No. 25-12, Section 2516(c)l ------------------"'"'----- \ CITY OF CARLSBAD PLAN CHECK NO. 85-490 SEPTEMBER 9, 1985 ELECTRICAL 215. Submit electrical.panel schedules. 216. Ind~cate ampere interrupting capacities (AIC) of service and subservice equipment. NEC 230-98/110-9. 217. Add note to plans indicating: a. All package A/C units shall be labeled by a recognized electrical testing agency. b. All light fixtures installed in suspended ceilings shall be secured to the main and/or cross runners with seismic clips unless installed in accordance with other approved engineering. c. All circuit breaker switched 120 VAC light circuits, must use only type "SWD" circuit breakers. NEC-110-3b_ 218. Indicate (a) existing building load, (b) added building load per item 49, and (c) size of existing service when new service is not required. 219. Single line diagram must include A/C circuits and lighting/power and general purpose circuits. See #223 below. 220. Two exits are required from the electrical room. -221. 222. NEC110-16(C) If you intend to have a main greater than the 1200 amps it must be GFCI type. Show comP.liance with NEC 450-3(b) 1 & 2 requiring primary·· and secondary protection for the transformer. Show the location of the transformer. 223. If A/C and general lighting and power are not to be in- stalled, note on the single line that plans must be .,. ~ submitted and approved for tenant improvements. , _ If you have any questions, please contact Abe Doliente of Esgil Corporation at (619) 560-1468. Thank you. , ..... ,. Dates (1(1 /.f ;- Prepared by1 0.bz. Jurisdiction CA le.LS 8(9 0 VALUATION AND PLAN CHECK FEE PLAN CHECK NO. f _<; -49 0 BUILDING ADDRESS. FAt2rtDA l1 flUE -. / ........ •·. t p'-:"''" ... o Bldg. Dept. D Esgil APPLICANT/CONTACT [)Ri/tD i/450..ctE-Z PHONE NO. 2.f 3 ·-72 i 7 BUILDING OCCUPANCY 13-2... DESIGNER PHONE iiYPE OF CONSTRUCTION tJ A/ CONTRACTOR PHO-NE ____ _ B~I~G .,:3_RTION 0f~-~1A..l.:JJ I u ' Air Conditionin~ Commercial Residential Res. or Comm. Fire S-orinklers Total Value fee Adjusted To Reflect BUILDING AREA v~~I--mk VALUE MU lP-LI ER '\ 4-3 ql/? Y/9, 00 J S1-? ,.-<--~ s;z_ . I / '-.---- • \ @ ,. (cl ~ ~ 4-3r z:1-a-,; ~t90 .• ) c;~ I 72 , ,, /1 ~ _/ JJ1o/G<f(f - 0 Energy Regulations (fee x 1.1) OHandicapped Re~ula~ions (fee x 1.065) B uildiri g Perm it fee. $ ______________________ __.._$_"""";)_ ___ ~--f...;.. /_Q_._~_·-;-o_ I Plan Check fee $ $ / S&l,, J"_3· --==-----------------------='--~----_.;:_ COMMENTS._•---------------------------- 8/4/82 ., :-· '.Dates .t//1/g' i" . ' --~ . ' . : t .... Prepared bys , a_·; ·. (,::) e... VALUATION AND PLAN CHECK FEE CJ Bldg. Dept. 0 Esgil ,· PLAN CHECK NO. f£"-490. BUILDING ADDRESS. FAt2rr0Al1 fl-UE- -,I APPLICANT/CONTACT DA i/t D // ;C/ 5 0. Lt E-'ef PHONE NO. 2 .R 3 -7 2 I 7 BUILDING OCCUPANCY 13-2-DESIGNER PHONE I ------ TYPE OF CONSTRUCTION t/ A/ CONTRACTOR PHONE ----- BUI~G PORTION BUILDING AREA VALU~I..Q.N . VALUE . /_ MU)II"IPLIER '. of Mfis -~ :~~11 -43 qc./ R' pf</, DO i Jr?.-,_ .=, .S' I z_ -,,, 0 / '- f 3. 9-'/ 8' ~ . I:. ~ s 21:,0, '( -:-. ~~ 5.2J 1-'J I/-'If' X. 4-~ 1737'1 ""T°, /~ ":t t~-£ -- .-~v) Air Conditionin~ Commercial Residential Res. or Comm. Fire Surinklers Total Value Fee Adjusted To Reflect 4vL-q.,ts"b i'......_ --- • \ @ •· (<l ~--. \ ' 43r c:.1-4-R ,~I, S-:0 .• -) &S"; I 7 2 / I/ ;·, I'.._ 7 gc;.o, e,gq_ 0 Energy Regulations (Fee x 1.1) OHandicapped R~gula~ions (Fee x 1.065) __/ Building Permit Fee.$ $ ;). ~.//0 • .57J ~----------~------"-~--J/'--'....;.._ __ _ Plan Che ck Fee_,_;$::-----------'--------~$=----.....:' ..... · _S_/o__:_&_,_.f---=--3 · COMMENTS'-•--------------------------- 8/4/82 i--, ( - PLAN CHEci, NUMBER g<;-q.qo ADDRESS') 13 / 'a~ DATE $-/II-JS TYPE OF STRUCTURE_" -~---.._jL........_ _______ _ PLANNING: ZONE: ----- - SCHOOL FEES: SAN OIEGUITO ------- NUMBER OF UNIT$ CARLSBAD __ NW: ..... , +-------. ~ ' ~ BUILDING HEIGHT-+.----111-~~----- ~ ~ FENCES/WALLS_~:-+.-!~~---- . a: TWO CAR GARAGE~ ...... iliii-~---------- ENCINITAS ------- SAN MARCOS ------- REQUIRED SETBAC~---- FRONT ()\V SIDE t>V R~R~--·-----!/ ~ COMMENTS: ~< -----------------------a: Q ~ Q D REDEVELOPMENT A;,PROVAL REQU~REO:_~'l!'"'~"'t'~ii-----------,------9~0 - § ~ \J LANDSCAPE PLAN cort1ms,L~~ ~~1, ~~ Of l ,&J ENGINEEnING LEGAL DESCRIPTION VERIFIED? ____ A.P.N. CHECKED?_ J ~ 'i}/('[.3~<!) -~ P.F.F. ~3\~Q PARK IN LIEU~\~ s -:....;.-------------- ) R.O.l~: _____ IMPROVEMENTS: ~~~--~---'---~...11-rL _________ _ ~ I ~ .. .------~----·;_----~~~~~~-c,'!'l'l""'7-"-~--------- ----:-~~---------E.D.U:i"-~e&~ ........ ~---.... ~-------~ <;E·27o;f -ei~\l-9arl\ ~(lm ri ~---------ADDITIONAL C0ftt1ENTS: ~AN~o ___ _ . ," -, ~ tt IIAM'<:e,., FINAL OK: ----------DATE: ___________ _ * IF THIS ITEM IS NOT CHECKED, BUILDING DEPAR'TMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) j t \ 1200 ELM AVENUE CARLSBAD, CA 92008-1989 Citp of Carl~bab . FIRE DEPARTMENT •• . ,. . . PAGE 1 OF_/_ TELEPHONE (619) 438-5523 APPRO~ ' 1----=---------1 ., DISAPPROVED 0 PROJECT C!,f<C. Kall sette1 eooo ADDRESS /?)Ld";J . H ARCHITECT {T,NIPe/l-/1A~&U of /h.soc. ADDRESS 1{6 0 CA1111101,/ lttj PHONE {g/9 ·:}83-7-?.,/'7 OWNER Th l<o I/ l'O. ADDRESS· 1tJO eN<'ft/H'fl'f' tfQ PHONE ,1f-;.<f;.._ ·5'"53]~, TOTAL SQ. FT. '(/.r'/8 ,/ STORIES OCCUPANCY B-:i. CONST. y' -N ti,.SPRtNKLERED D TENANT IMP. _________________________ _ __ 1. ___x_ 2. __ 3. -X_4_ ' I __ 5. -A6. -K-7. __ 8. _x_ 9. _x._10. --,)L 11. ~13. 'I,. APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets ___________________ _ Provide two site plaf$ showing the location of all existing fire hydrants within 200 feet of the project. Provide specifications for the following: ----~------------------- Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, CO2, alarms, hydrants). Plan must be approved by the fire department prior to installation. The business owner shall complete a building information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT .'The following fire protection systems are required: IX Automatic fire sprinklers (Design Criteria: __ t,l."-"-'-'{.....,.f>.--',4'--'--_,_l_.3~-~--"'1_,3'½!3_=0=0~0~-.rt...,__..,...f~n+~l"E-· __._@,_i.~J.'+7~· Y-s.._c:;_.1:_) D Dry Chemical, Halon, CO2 (Location: / ) D Stand Pipes (Type: ) D Fire Alarm (Type/Location: ) Fire Extinguisher. Requirements: Jg One 2A rated ABC extinguisher for each · , ooo .extinguisher not to exceed 75 feet of travel. sq. ft. or portion thereof with a travel distance to the nearest D An extinguisher with a minimum rating of ___ to be located: ~ Other: JF WArd,o~s.-:._ t..,,H m>,~ '1.l'IL"/.IC!. ,1,.,,,. looo 4 I Additional fire hydrant(s) shall be provided ______________________ _ EXITS Exit doors shall be openable from the inside without the use of a key or any special knowledge. or effort. A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exihmp doors vJl,...tJ wn1..,z,,..,J M t#I/IClfrtq T'f/4' /JMfJl3oLf-: . . .· . .· . · EXIT signs (6" x ¾" letters) shall,be placed over all required exists and directional signs loca~.a1; necessary to clearly indicate the location of exit doors. •. 1. GENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. · __ ~t:Additional Requirements. -----------------------------,P: :~ ' ' --------------------------------------.. --15. Date_ .... ?_-_~_()_-_B-'r'----~-- Report mailed to architect ___ Met with ____________ _ __ Attach to 0 1"'""' ti l.J. II JOB Bt;;?--1? lt f$'1,.J::[:, KHAN ASSOCIATES I I ,. 1450 N. Tustin Suite 227 SHEET NO. OF \J( ' SANTA ANA, CALIFORNIA 92705 CALCULATED BY 1--~p .. ~ I?' ' . --.: .. ·:.·.::--.14 .t:! ;-- ...... ,· .. .. .... 14.~ .. . -.: .. --.:--··:1:r;z·: ........ : .. ~ .. J.??. : ....... ; .. ................ f ................ ·:·····. ·;--·· •• (714) 542-1400 DATE CHECKED BY DATE SCALE ... : ... ; : ....... J?$: . peff ... ~~~11 ~;~~.?. . ·-. .. .. ~ .... ".. .. .,. . ... . .. . . .. ~e ... ¢14;· .. :.~) 1.-;f 1~1!~.i . .. ,AJ>P. N t1'fe &1'l ~1'66f ~ I . ' . . .. .. . . . /; ~w_L NC7{B 0N Lj{1'15ef ~( - ... 4~ .. 1'-J~ : .. N.~.: .e, t.¥[ .. 11 °f1i~A~?f¼JJ~ .,:c:;e-;i-flrN 11 ~ 4fi : . 4,ffri· ?h~D oli:T . LLNe .. (V a L/Ne 01-f . .f-,--,F . .rrz.tn--, /1\}(::r . 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J .. __ ---~,---'--·-·~·-····-· '.··-·· ... ~ ···----···; ..... -! i ! j I i j ! : .... -······· ···:.. ..~~.-: ~ ...... ······-····-. --···-~-. ·-····----·---_,.-_..-........ ·-··:.--'·--·····-···--- ; -; . . ; : . ; : . ; . . : -;~ _ _,_ __ ··---··;:---·--·-. :-·-. -- i_ : , __ 1--..---;;+5 ____ _!___!_ : ~. _:_ · ; : j : j ; /-'-!:~--····.,---···-·-·-,--'·--·~~~:.=·--: : ~ ~--·:·--1~ -... _ i····-:·-·······=··-·-:··-·----· .. ····--------····----- , ___ _ . : ; : ~ • j • ' • ; : 1 ; ~ : : ---,..-__;...------.....--------,-i . ; g ----··-·---.. -------·"~------' . --·-··:-···-· ·· · : -... ,.... ... __ r . · · ---· : '.·--...--+ i · ·.·-· -!------··-. '. ·---··---:·-···-! ____ ·---'---··---- . : : ; . .; .. ' ~---· .. ·-.: -- .. W.O. NO. khan a,,ociate,· con.suiting engineers 1450 N. Tustfn Ave., Suits 227 . Santa Ana,'CA 92701 (714) 542-1400_ STRUCTURAL CALCULATIONS FOR CRC KOLL R & D CONWELL MARSHALL & ASSOCIATES #85-517 ENGINEER DESIGN CRITERIA Bldg. Department-- Bldg. Code-- Seismic Zone-- City of Carlsbad 1985 U.B.C. 4 Concrete 28 DAy Strength-----------Foundation & Slab on Grade 2000 ?S: Support Slabs Walls 3000 ps=I----------- Columns·3ooo. PSI Reinforcing------------------------ASTM A-615, Grade 40 ----,------Block Masonry----------------------fm' 1500 PSI Inspected? No Structural Steel-------------------ASTM A-36 ----- Connections ASTM A-36 --=~----=-------St r u ct u r al Steel Pipes & Tubing----AST~ A501, fy= 36 KSI Timber-----------------------------Swan Lumber Grade As.Noted Glulam Lumber D.F.· Combination 24F '"-·. ._ .~ .. . ··· ·.i; -·· Joa CBC Kol] R & D KHAl'i ASSOCIATES 1450 N. Tustin·_. s·uite 227 SANTA ANA;;CALIFORNIA 92705 SHEET NO.--.----------- (714) 54~-1400 . CALCULATED av ___ Y_._G_. _____ _ CHECKED ay ____________ _ SCALE . : ! . !--........ [ ........ J .., .. -~-. = l i I· _ -~ · ~ .•.•. l ........... = ....... ···1----.... -4 •• -............. ·r-..... : .. i.... . i -----I : : __ , ! ! 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(,p(b.O.t?J.f._ ........ ; ... r,T1..,, ~.JJJ /~.· ... , . ... .. . ----i----....... i·--/ ........ , ............ ~u.~~ .. :.s~1 . 1 .~ ... 1.2,_'L·0-~§?,. .. ~-teJ: .... e:_?-1%4 ... ·~-.. :. .. ; ........................... . .. .. . . . .. ........ . -.... l .-.... , .... ; ... . ... ~-······ .... l .......... ; ........ : ........... = ......... ; ......... , ...... · .1 ......... ~ _ ... ,.; ....... _.: ·····. .. .. . . . . .. · .............. : .......... ·•·•· .................... . : ~ : : -: '. . ! . . ~ . • -...••••••• :. ...................... :" .......... 1 ............................ ·~ -• ,. __ .. . .j . i i i ·i-1--'---- PROOOCT21M-l /Nees/Inc., G-, Mass. 01471. .. • •.... :_. --., ... ·:~· .:-::,-,: •. · :·',·.· •• · ..• ·.·:,.· · .. ·.-~-.. :.:_ ... _·.·.·.·.-._.· •. .-_ .. =< .-.:. _.:·,.-._,·.·· ... ',; .... · .-.· ..... • .... · .. ·.·.-. ·, .... ·:.·.,.·.·,~.:., ..... :.. -:r ~ • • ---: .. -•• • • • ' • • ----~ ' -.. --··: .. :=:;,. r°,";: •• ' .• ::.-:..., -~:-: •..••.• ;':" · __ ,--.:...-. ,-. ·.-:., •• :··-•. ~::::~;_-.:-~-;~:.;__·. ~-. - . i .. J .. . 1 l i DESCRIPTIOth BLD6. 'H', GRID 3 . DATE:07-11-85 (A) (Bl (C) =======*=================¼====== l1=50 TRIB=29.5 " Cl ., ., C3 1, L2=50 W,DL=339.25 L3=5(1 ll,LL=354 L1 l2 L3 --------- C1=8.25 W,TL=693.25 :Ri :R2 :R3 :R4 C3=8.25 BEAM (Al SPAN=41.75 A(TRIBl=1231.63 ll=12 W,TL=693.25 --------M=IHSPMf"·2)/8 R, Tl=14471.6 R,DL=7081.84 !1=151047 MIN. D=1.5(Vli(B¼!55¼1.25) D REQ'D=27.8706 MIN. D=21.8611 (IF APPLICABLE, IF USED) USE: 6LB 24F WIDTH=5.125 ------------DEPTH=28.5 MIN. HEEL=21.8611 CA~BER=2,06978 DF=1.25 SF=630.22 F'b=M/(SF¾DF) F'b=2300.87 < 2400 O.t:. BEAN (Ci SPAN=41.75 A(TRIBl=1231.~3 LL=12 W,TL=69' r.J · M=W(SPArY--2)/8 R, Tl=14471.6 R,DL=7081 .~ f1=151047 D REQ'D=27.870b USE: 6LB 24F MIN. D=1.51V)i(Bt15c~ ,L) MIN. 0=21.86 DF=L 25 SF=b30.22 F'b=M/ISF*DF) · F'b=2300.87 < 2400 O.K:,' BEAM. (8 l H H =R, TU CANT! +·IW, Tl ~CArH-'2 l /2 · --------111 H=142983 :· f13h);::i4.2983 W/DL@ CANT'S========> · ·. R2=27211.9 X=25 11(·+)=146670.31 / · M(MAX-)=146670 D REQ;-O=t'l.440·1:· ·· W/DL@ OPPOSITE CANT======> R2=3~982.4 .& R3=38982.4 -,.. . . USE: SLB 24F · . -------·----WIDTH=S.125-. DEPTH=28.5 -· CAMBER=!. bbbb7 ·. ' .. DF=t.25 ., . · · · .. · · SF;630.2'.;! : :: ,, F'b=2234.2 < 2400-:·.· -· _ .... _ .. "Bf~ (c) @ r;.1,' Ti<...11::>. dfl 7 fli WoL-= 'lr3 ,, /\ ()J-n-::::. SI 'f2rL = \ 07 e, z, # f2D1..-= 02 J / I= /ti\ ;;:: 111. &4-[ I-# · tJ St:. S (b11 Y 1.411 ~ v5 '2-4-f C == IJf/ ~}I-tu~ M-t · ~ f.vt-&io_'it-J f~ = 1-, 1 r-ft, f. I 7-~ 1A, [' Mt== 1 rt&~ r'-{·--_ - ·+~-== J-t\ ;~l (171 y. .. ~ (; ~ -~)-· . _·_. · /&~6.-2--.r.-'-I,~ ·: -===-'V.:>7 I f~I ( -i+ o-v ~ =--- I ·- DESCRIPTION: BLDG. 'W, GRID 51 4 DATE:07-1H:l5 (BJ (Cl =======¼=================¼====== L1=50 L2=50 L3=50 TRIB=Z4 W,DL=276 W1LL=288 A Cl " ., C3 -" L1 L2 :R3 L3 C1=8.25 :R4 C3=8.25 W,TL=564 BEAH iAl SPAN=41.75 A(TRIBJ=1002 LL=12 W,TL=564 M=W(SPANA2)/8 R,TL=11773.5 R,DL=5761.5 11=122886 MIU. D=1.5(Vl/iB¼155¼1.25l D REQ'D=24.9865 USE: GLB 24F WIDTH=S.125 HIN. D=17.7853 {IF APPLICABLE, IF USEDJ DF=l. 25 ------------DEPTH=25.5 HIN. HEEL=17.7853 CAMBER=Z.35086 SF=510.799 F 't=M/ (SF*DFi F'h=2309.53 < 2400 O.K. BEAM (Cl SPAN=41. 75 AiTRIBJ=1002 LL=12 N1 TL=564 --------N=NISPANA2)/B R,TL=11773.5 R,DL=5761.5 M=122886 Mitl. D=1.5(1Jl/(8¼155f.!.25) 0 REQ'0=24.9865 MIN. 0=17,7853 (IF APPLICABLE, IF USED} USE: GLB 24F WIDTH=S.125 DEPTH=:2~.5 MIN. HEEU:17, 7853 CANBER=Z-. 35(186 - DF=l. 25 SF=51(1, 799 F'h=M/(SF*DFJ F'h=2309.53 < 2400 O.K. BEAM (BJ M(-l=R,TL!CANTl+iW,TL*CANf'2J/2" · __ - --------M1H;fl6325 · .. ·. M3(-J=H6375: W/DL @ CAHT 'S --------> R2=22138. 5 -X=25 N (+l=ll 9325 M lMAX"}=l 1_9325. _-0. REtr-0=2'4.6005 W/DL@ OPPOSITE CANT===:==> .R2=31714.5 & _, USE: 6LB 24F W l O TH=-5 :125 OEPTJ:1=25. s: CAMBER= 1. 65667 R3=31714.5 DF=l.25 . SF=5f 0, 799 · · F'_b:=-2242.61 < 2400 . O.K. --~· ?~ , .. ' ~ .-· ... . -.. ' DESCR I PT IO~h 'BLDG. ,~, 1 GRID 6 (A) . (B) !Cl (D) ========i====================f=======f================ · ,, Ci A. · ., C2 . C3 ,, " L1=50 L2=50 L3=50 L4=44 Cl=B.25 C2=11.25 C3=12 TRIB=24 W,DL=27b W,LL=288 Li L2 · L3 L4 · W, TL=564 :Rt . :R2 lR3 · lR4 lR5 DATE:07-11-85 BEAM (AJ SPAN=41.75 R,TL=11773.5 l\(TR!Bl=1002 R,DL=5761.5 LL=12 WTL=564 M=t,J(L-'2)/8=122885.9! D REQ'D=24.9865 USE: GLB 24F WIDTH=5.125 DEPTH=25.5 MIN. HEEL=17.7B5303 CAMBER=2.3508596 MIN. D=17.785303 !IF APPLICABLE, IF USEDi DF=l.25 SF=510.799 F 'b=Mi lSF1:DFJ F'b=2309,53 ( 2400 O.K. BEAM (Cl SPAN=26.75 R,TL=7543.5 A (TR!Bl =642 LL=i2 WTL=5b4 M=W(L"Zl/8=50447.156 D REQ'D=15.5955 R ,DL=3691. 5 MIN. 0=11.395374 (IF APPLICABLE, IF USEDl USE: GLB 24F DF=l.25 SF=224.462 WIDTH=5.125 DEPTH=16.5 CAMBER=l.4623948 F'b=2157.57 ( 2400 O.K. BEAM (BJ · M (-J =R, TliCANTl+(W, TL*CANT·''2) /2 M1H=116325 M2H=120555 --------· WITH DL CANT'S==========> R2=22097.1 X=24.9266 11(+)=118292 WITH DL@ OPPOSITE CANT====> R2=31673.1 & R3=29261. 1 USE: GLB 24F . WIDTH=S.125 DEPTH=25.5 CAMBER=l.6666667 DF=1. 25 SF=510.799 F'b=2265.72 < 2400 O.K. BEAM (D) M(-l=R,TL!CANTJ+(W,TL¼CANTA2J/2 113(-)=131130 HrnAXl=120555 --------WITH DL CANT============} R5=10949.6 M(+l= 106289 MiMAXl:'131130 .D REQ'D=25.860381 WITH.TL CiitH;============> R4=29b99, 7 MIN. D=1.5fR5/155*DF*B=16.5407 · USE: GLB 24F _.,, . WIQTH=5.125 . DEPTH=27 MIN~-HEEL=16·. 540b88 CAMBER=l.4666667 -- DF=1.25 SF=569.035 · F'b=2212.25 < 2400 O.K. ,: D REQ'D=24.7345 ---' - -.---~-.·~;;~ ,.:'"!·.:·. _ .. ,.,;-:.--•. -. "":,J' .... ,.:~--:,:-:-" ....... ~~-~!:':"~'!'l!.'"t"~~-: ..,.7~-.,:;.w.:~~;3--;;-:-~~:-:.~~ . , . . ~ .. ---DESCRIPTIOl4: BLQS. 'H', SRID 7 DATE:07-11-85 (A} lB) !Cl (DJ .. . ========f====================f=======f================ · " Cl ·.~ . " C2 C3 " ,. l1 L2 L3 L4 !Rl lR2 IR3 lR5 L1=50 L2=50 L3=50 L4=50 C1=8.25 C2=11.25 C3=12 TRIB=24 W,DL=276 W,LL=288 W,TL=564 BEAM (A) SPill4=41. 75 R,TL=11773.5 A!TRIBl=1002 R,DL=5761.5 LL=12 WTL=564 M=IHL''2l /8=122885. 91 D REQ 'D=24. 9865 USE: GLB 24F WIDTH=S.125 DEPTH=25.5 MIN. HEEL=17. 785303 CAMBER=2.3508596 HIN. D=17. 785303 !IF APPLICABLE, IF USEDI DF=1.25 SF=510.799 F'b=M/(SF*DFl F'b=2309.53 < 2400 O.K. BEAM (Cl SPAN=26.75 R,TL=7543.5 iHTRIBl=b42 R,DL=3691.5 LL=12 WTL=564 IMHL·'ll/8=50447.156 D RHi'D=15.5955 USE: GLB 24F WIDTH=S.125 DEPTH=16.5 CAMBER=l.4623948 BEAM (BJ -·Hi-)~R,TL(CANT)+IW,TLICANTA2J/2 WITH DL CANT'S==========} - WITH DL @ OPPOSITE CAtH====> USE: SLB 24F MIN. 0=11.395374 !IF APPLICABLE, IF USEDJ DF=L 25 SF=224.462 F'b=2157.57 ( 2400 O.K. Ml(-)=116325 M2!-)=129555 R2=22097.1 X=24.9266 H(+l=118292 R2=31673.1 OF=l.25 SF=510.799 ~ R:3=29261.1 WIDTH=5. i25 DEPTH=25.5 CAMBER=l.6666667 F'b=2265.72 < 2400 O.K. BEAM iDl Ml-l=R 1TLiCAtlTl+IW,TLfCMlfA2)/2 M3H=131130 11 H1AX) = 120555 --------WITH DL CAtff============} R5=12816.6 rtl+l= 145625 M(MAXJ=145625 D RHi.'D=27.336406 WITH TL CANT-----:--.------} R4=31034.1 MIN. D=l. 51R5/155fDFfB= 19. 361 USE: GLB 24F WIDTH=5.125 DEPTH=28.5 lfIN. 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BEAN (Cl SPAN=26.75 R,TL=7543.5 iHTRIBl=642 R,DL=3691.5 LL=12 WTL=564 ll=l>Hl;'2l /8=50447.156 D REO 'D=15. 5955 USE: GLB 24F WIDTH=5.125 DEPTH=16.5 CAMBER=i.4623948 MIN. 0=11,395374 IIF APPLICABLE, IF USED) DF=1.25 SF=224.462 F'b=2157.57 < 2400 O.K. BEA~ (Bi Ml-l=R,TLiCANTl+(W,TL*CANT"2ii2 Ml(-)=116325 M2!-l=120""c-~- --------WITH DL CANT'S----------} R2=22097.1 1=24.9266 Ml+l=1182g~ MIMAXl=120555 WITH DL@ OPPOSITE CANT====> R2=31673.1 & R3=29261.1 USE: 6LB 24F DF=l.25 SF=510.799 F'b=2265.72 ( 2400 _ -o.K. BEAM (DJ Hl-l=R,TLICANTl+IN,TLtCANT"2l/2 113!-1=131130 MITH DL CA!lT============>. R5=14039, 7 Ml+)= 174745 M!NAY.)=174745 -·wrrn Tl CANT============} R4=319b7.8 MIN. D=1.5tR5ii55fDFiB=21.2086 USE: 6LB 24F WIDTH=S.125 DEPTH=31.5 DF=l.25 Sf=761.367 HIN. HEEL=21.208623 . CAMBER= 1. 8 F'b-=22"03.34 < 2400_ O.K. - D REQ'D=30.106055 _, -~~:>"c--NA ( B) -~ · -· · --# · f /. ,;/·e-ttec.-\C.. · ·_/\A _ o/ tT~ \¼41 L<P _ A~l? _. 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EFFE:Cr OF AXIAL LOAD CAN Be. ACCOU~TE-0 FOR· BY ADDING. TfiE AXIAL LOAD TO THE FORCE-I~ rHe Rf:IN.FORClt-JG ST.EEL . DEFLECTED PANEL SHAPE FOR THE P.A.NEL SHOWN THE MAXIMUM DEFLECTION TO DETE-RMINE. THE-PA EFFECT WILL OCCUR WHEN THe N0t-11NAL MOMENT STRENGTH Mn AT THE MIDHEIGHT Of THE WALL IS REACHED, Mn-= As . f; (d -3/,z)------.-----NOMINAL M0ME~T E FF. ~ STRENGTH WHERE · . As = (Pu+Asf~ )/f~ ~ As FOR SHALL R, ~FF. a ':,. AsfJ +Fa =O a'sc o~asfbb · . · .,h =-0 0.0 -'Z.O Pu 2 0 7 ~ • · fc. As -• ~l CJJ.. . i ~J . . . Mu = W8 he +CJ.'ee + (Pu1+ ~2) b. ----FACTO~~D MOME~T WHERE (" I KHAN ASSOCIATES 1450 N. Tustin Suite 227 SANTA ANA, CALIFORNIA 92705 (714) 542-1400 · . ._.._: ;,•' JOB ~ ~1., 14$-1 D. SHEET NQ. ______ ___,__ OF - -_.,_ ---. --: ·, CALCULATED av _______ DATE _____ _ CHECKED av ________ DATE-·-------'~ SCALE · fJLDi. ·r H1 ·. · . - .; .. .. ... -..... : .. -. .. . .... . ,..,___ . ~ .~. . l : .... 1 ···· ... : ... ., . ~ . ·······: .... ; : i . : --:---------,_···--··· ....,r-,· ·-.. :, 4 ........ ' : . . ' ...... , ...... ..,. I 1t ._;..._ ____ _,. ........................ . , , , , ·s , , , fJ L./t. . . . , : i ....... : ..... L.. . ; . . .• ~- ........... "'":······· ......... 'f ........ ; ........... , ... ; .............. : : . ..... . ... :· ..... --·-... ·: -.. : ; . . : : t . . PROOUCT204-1 {Mi'Bs/ Inc., Grotoo, Mm. 01471.' • _ • , t. .. v"..1 .• ~-~--;,::-...-r;.:"'"..:'i'j{;::--::.;sr::-::-T#~'!~!:'7~::-.S~"::.~.c-·.~i,.:-.. ;-~~ -:•.i .. "~,-·,-.· -.: .. -· -.-:<-C.·'... .. 't,;. ... --1:·:.:--·:-.:: ... .,• .. .,~,-:..·,, •• ,,.,_;( .. :._· ;f~::~ .. -~,-~ ,--' --~ ·~ ....... -.. 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I'<!, ti j) . , .. =.> _· -<·:~ .·. ----- SHEET NO. 0 'OF----~·-·-- .:' .. ; .-. -- CALCULATED BY _______ DATE--· ._, ·-· _· -'--- CHECKED BY _______ DATE . SCALE f?i __ J) G ., H. I . ·. ' . ... .. • ............. ! ••• • • • • ••••••••• ,~"" ···-· • ' • . . . . KHAN ASSOCIATES 1450 N. Tustin Suite 227 SANTA ANA, CALIFORNIA 92705 (714) 542-1400 I JOB ._~C,. K,D(,,.L' . -;e·r:-'1> SHEET t,10.--------+--OF------- CALCULATED BY _______ DATE _____ _ CHECKED BY ________ DATE------ SCALE ' . ! i .3. . . • . ....... ~. -• . • . . . . . ... ... i ... ···r···. r-···· ..... . ,........-.--,,,r,,'""". ~--,----'-' --r'·· -~ ....... . .......... , ............. i ··········+·. ····+ ....... -r ........ t-................ , ...... r ..... r ....... 1 ...... , .................. , ...... , ........ : ............ i ....... , .... i ............... , .. 1 ................. ; .................................... 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M,ss, 01471. : t ~7-:::--:.--:-:~ ~":: :-:::-::~~0?i~ ... ,. • .... _. , .. ,;-,:-~~::5-~~-: .-._;.~::· ·... • :: • ·. OT. • -"";::_;;. Y.: .. -~ ....... ~_:, ~:~. ~-~,: 4' <>"':i-;:-,.~l--.:/;~:· ~~· ':.:.·' ._ : ; ~:.,. .' ~ ., ]~ !.: ---:·::--' ·_·:~~ ~ :~:; .,.,;~~,. •.,/' ,• ·_-.,_"!.,..,;_,: ..;_,··;_ ":e ... --..:·~~·:.,_.---.~ ·~.: •:: •• -• -;,';if "· ' KHAN ASSOCIATES 1450 N. Tustin Suite 227 SANTA ANA, CALIFORNIA 92705 (714) 542-1400 JOB c.tt:c~ ~ -~"o-'c,_. -_ & ~t1 tJ . SHEET NO. A OF------- "1:;·k--·, CALCULATED s\_·---'---'---'--'-· ---''----DATE.~.---'------ CHECKED BY----,.'-,-----DATE--~--- SCALE !JlOC 1H' I ! : l il! : !_L.1 ,,~A~b !L1AJ1et:. .;·,a. :,:1 ' ; ; · .. ........ ;.... .... .. ..... f; I o.g ........ !J-lr::.~,., LI ... :.r: .... W.,t¥.c ...... --'. ... -...... : ....... ,.Y.. .... u~ ... .. .. .... ; ......... +,--·-: .... .. .. .. ... :.... . .. . . . .... . .. ... . ., .. . . . . I 11 ' I · : ; . e ·0.i02 ~ . t ._ . ) . . 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Tustin Suite 227 SANTA ANA, CALIFORNIA 92705 (714) 542-1400 · . c&· t?.~c.~ ;e_lc : -. -~ ,~--:-~'L>-. .; ·, ~::E-T"-N"""'O.,_,.__ .. ~~-L...:.c.!..'_:;:.._ =. . .....:·-=L-:~2:...=..q.:,;;\·;_c.;__:~.:.;_/_:;.::--'··.'-. ·..:..':._;...~~-.~·.::-,.--~.-~__:;:..:....;"' ..,I CALCULATED BY :···~;~/~. :::·-~':: :-:· CHECKED BY_·~·· ---.a__--=--~-· DATE---=--'-'----- • I I I I ! , .•. 4. , uJ _ "2 .. 8, , 1. 9 c:i , ;::; , , •. , .. , .. , , . ,,. , . • , , . . , . ,... . , 1,LJ • ._ , \ ,, ! .' - ,, ' ' (' · KHAN ASSOCIATES ·. 1450 N. Tustin Suite 227· SANTA ANA, CALIFORNIA 92705 · (714) 542-1400 ' .: .. · ... -:-:::~ . "r':f_,~ .. _:-::-~---· -c----::".7~~ ... · _· ~-,·_ .:;J0;·ii:5<~:~-,,<oc;(._ SHEETNQ,. ______ __._,_3~0-. OF. ~ . ,·. ·:·_-:~--·:, CALCULATED BY------l'fii-l,j~"'---DATE, ___ ._,·_.:_._.·:_.:_ •. -a·:_·:·'.·.:> . CHECKED BY---------'-DATE--'---'---~--'-... · .6L-DG ';:.tr:~---.. · .. : ... SCALE . -· --l~ ::---:.., ./<'Ir ....... ':~ . -~~-----------------------...._ ____________________ ..,...._.....,.....___;._.;.._...;..__,;. ____ ...:.,.__..,_.;..__...__..,_.;..__. ~-. ..,; __ _ ;;~~!,~-;t:~£t~~~~.:~~~;i;~,;_,~;;i~1~~~~~:-.,~;.;~:~~i1L'>~,·~~;~,~;0L~2;~I-~~1:::;:'.;:~::::~:(;,::~~~:.:,·:~L'1:'~~~:.~~-~f~J.·~---~~~,,~);~,:.'r;.~~l~;;,~f~:~;£x::;:::1z.UL:~:::ai; :• l .. . KHAN ASSOCIATES --·· 1 ' • • •• _1450 N. Tustin_. .Suite 227 · SANTA ANA, CALIFORNIA 92705 .·· . (7:14) 542-1400 .. · . JOB <2/i(_ Ad.. .'',.e_ t; jJ ~ . i. !. .. ,,-· ! ~ >~-'--: ·"'-f'° . -·-~ ~ ._ SHEET NO. .:?I OF-------'---. ,. CALCULATED BY ~ DATE . ,· ::··>:: ·:· -._, CHECKED BY _________ DATE · . . _ .. ,' ... SCALE · · 6lr;x;, 'If' · · · -< --.. , ~ . i ,I., ·. ! -' 1, i : t . -·f . ·j ._ j .. i . I --1 I • _ . 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DATE ----~--.. --:_; -, :t3i..DG 1d' . -~,-- ········!·--···· ·--· ..: .... _ ............. ·---·-········· . . ......... : l '.---·-;··· -- i--: : i· .. ·-:-·----·--;·----) m _, _ _,&_J __ , __ A.--!@.'. ... --'---•O-..a3>ox{J -),>dL,=e.&, .. ~-~ , ---•--tfr 1·- •. , I KHAN ASSOCIATES .. 1450 N. Tustin Suite 227 SANTA ANA, CALIFORNIA 92705 (714} ~42-1400 SHEET NQ, ______ --,-_g:_·~~~-Q)=_ .. _ _-·_:·,··_: ·~: .-____ _ CALCULATED BY------'°'~· h-_:_ •. _::-~·AJ~---~· ___ ;.-_::.~-:~· ___ _ ' . CHECKED BY _________ DATE _-_ SCALE ·: : .:~·:?tDG I.fl I i.J. -· . ,---'--'-__..._~.._...,.......------1 . . · .• ~ ·. --;, ""' i..,,;......,_ ....... ~ ............. ~-------'-----....... ...;..:.---------------------"'--------__,.;----~__,.;---------------------"----... -----~~;:, .... ~~t~f~tiifi'.:~;;ti;,~~:,'.ti~:~,~->!c~:,,,~~-~~;;;,;;.~i~r~?~~,;i~i~-~Ji,t~~~~p~!f~'-~:,,'.:~,;;;~;J,;~~\~'~:~t~i~.;;'.G,1f-~i:~;,;~;-r~1*~½;~~~;~~~~ii1i~k~e't~l:1~~};:s,::~;~~~:i}:~:-:~i~~ . :· . :._ :_ -~:::~:.~---.. KHAN ASSOCiATf:$:· .-. . ·,, ' ' ' .i 1450 N. Tustin Suite 227 ,·· · . SANTA ANA; CA!-lf:OR~IA.9V05· . · (714) 542,l,400 · ; ::·. :· ,•. .-... ... .. . ~-......... ~ ............ ~--.......... ;"'" ... ··!· ......... ; Joe.r c!tfC. 1 ,Kt)c.J... I< + 1J '. SHEET NO. 34. OF--------, C~LCULATED ey ________ DATE ______ _ CHECKED BY . DATE------- i i . i · i u * 03, ~ .t 1:3 :=i b:22 i l. : u. · _· d 2 Z.. ;: ' 0, 13 · 1 · ! . ; , : I : : i_ i ; i t ' t J ... r . ·-l . ~ i • -i -i. -t .. f ".: . _;,· --l---. -!. • .-t;,·-·. =-: • ::. ' . l ~· : J . ~ t":t !: . ~--". ~ - ~ ,. • :. . ,. _} t ' ·:: KHAN ASSOCIATES 1450 N. Tustin Suite 227 SANTA ANA, CALIFORNIA 92705 • (714} 542-1400 . --· ... -... JOB <:R,c,:·' /;-Ot..(_··: ·e,)"JJ:·: ~HE~~NO. . ·." . .3S·_:;_~: -~F~----- CALCULATED BY .,· :·:··<·: .-:-·_-:·-:::~:o:re, _____ _ ' ' -j CHECKED BY t ... DATE--,------ SCALE . ~-.• . .. : . /JL.DC, 'H '· . . . -4 ,_., . ·r_-____ -~>f. '· ' . _.-l ... :.'i::') .· ---: . ,~ .. ~-..... ";'""'l'"' _______ ....,_ ________ _..;......_...___.;...__,.;..____,____,____,.;._......,_....___,___._.,___..._~__,__.:,_.,__.:........_....;...,_.l..__,.;,_~.;,,._J •. ~ .. /.< ~~<>.·-. . ·. ... ; · ~. ·• · _.· · ···/ KHAN ASSOCIATES · . . -., ·.· . 1450 N. Tustin-Suite 227 • ,··. :: : • 0 ··sANT A. ANA CALIFORNIA 92 705 : ·· ... · ··: .. · . . . : (714) 542-1400 . JOB cte..c . ,K_OU, . _,/< ~1.{) ' . . ) · SHEETr,fo. 3~ OF------ A• •., CALCULATED BY YG, DATE _____ _ CHECKED BY ______ _,__ DATE------ ... -. SCALE /Jt,,[) t;; 1/-1 1 ,., : - ! -·.-l -i ',-:, ·f '_ ! . ,____,______,.,. ,---; .. . }: ) ~ ~ ~ : --.1: ·l "· .. :!. . I -' .. : : -'·· J -'• '-, -;-~ . -, ,· ' . .., ·:~ . (' . KHAN ASSOCIATES 1450 N. Tustin Suite 227 SANTA ANA, CALIFORNIA 92705 (714) 542-1400 . :--· '.i. • • • • SHEET N0.----~~-'3_,_·V_· ~F-·--=-·.;_'' ___ __,__ CALCULATED 9y ____ __,y;_,,,~=:--_:··<-~AT~_-.. -_;·.·:'-· :_· ---- CHECKED BY _______ DATE_._~---- ' ' l .... , .... /"'"'"i"'"")"'""'"[""'"'"""'"···-,, ..... 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[ : .... i ......... ·!· .... ·r···· .......................... · ........... : .......... ~.. .. .. . . .. '. ---.... ---·- ·r--·· .. 2 ... ··:· ....... _,! .. -... ;...... .. . .. ·: ........ =.... . . ..... :· ...... -....... -. -~ ... _ -. J __ ..... ; .... ! ........ y .... -+ ........ ; ................ J,, .. ..; .......... l ..... i-... ·-:--· .. :~:i:3-i-I~}/--· r; Si: ::: ___ , -;-·-:.·· __ - --~ • : · ,/ --~•• ; ~ a; (11) li Xi'./-61& f-i&~ :---;:_irr; : : ! ----::-: .. : : . .... -......... :,--.. ··-··: ................ ·········· -· . ······-···· .. ; -... ; ........... + -.... r·-·············· ~---··-··+······--· =------. ____ .. - . : .......... : ...... : ... r ...... ~ ...... ·-: ........... ; ..................... _ ........ ; .. f -........ . .... .. ~ .... !.,, ___ -·-··· ··-·· -···-.-·-·-- ... ; . .. . . .. . .. .. . . . . .. ~ l : l : : ~ ; i : . .. •• •• .. t• ...... ····~ ••• ·: • '" • : j ...... : ........ '( ...... 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'\ KOLL PHASE 2A LOT 42 .f" . • ..+ •' I• • ,I• ., Ji< -----_,., PROJECT-...::C.J..;R.:....:C:=:.-_,_B"-'-./'?d~J=-·-h __ l_~-- NO# S!tT OF ---------------·---CALC DATE.S-~-~.Cl·mD DATE_·- STATION _______ A_R_E~A_R_E_F_E_R_E_N_C_E_~.ii~o.:::..:..-f __ k~½~f' ____ _ 9L/C/ 7 -13 (BlcicJ-H) / . 057 (50 scale) , AREA -J;:-/4 X .918 (200 scale) = i?./377 "ACRF.S . 021 (30 scale) . :OEFFICIENT OF RUNOFF: C (consider probable development) Develooed Areas (Urban) Coefficient "C" Soil Type (1) % · Land Use Residential: A B C . D Single Family .40 .45 .50 .55= Nulti-Units .45 .50 .60 .70= -·--·- Mobile homes .45 .so .55 .65= Rural {lots greater that 1/2 acre) .30 .35 .40 .45= Commercial (2) .70 .75 .80 .85= 80% Impervious Industrial (2) .80 .85 .90 .95= 90% Impervious C = ,f35 CA =,2. 'IS 'IHE OF _CONCENTRATION Tc Overland Flow (App. X-C) Gutter Flow (App. X-D) ___ ' @ ___ % Length of street= ___ ft. Tel= ___ min. Approx ave. vel.= ___ fps Tc 2= ____ min. UNOFF: Q=I x CA Altitude Factor = (Chart C} · ---- / ;-/ I-5:.Q.__=_/ _X~ "/hr --1/52 cfE 1 factor=1 x2.L/6 = lOO=_x_ -"/hr CA __ cfs USE Q i:::o = // 5 / USE QlOO = CFS CFS ----- eference: San (1) (2) (3) ( 4) Diego County Flood Control Design and Procedure Manual Obtain soil type from Appendices IX-Cl throuth IY.-C4 Obtain overland flow T 1 from Aoo. X-C C • • Obtain approx. a\:.:rage veJ,,city from App. X-D -. Obtain rainfall intensity ;_'rom ?,PP· XI ---. ·-___ .., .. ,( PROJECT SHT OF NO# . -----····-CALC DATE CI·mD DATE -----·- AREA REFE:~ENCE lo I e-/~J Ai -=· l. .057 ( 50 scale) ;;V X .918 (200 scale) = ,21oc, ACRF.S .021 (30 scale) STATION ---------c-----c-~---=--,---""'-""--'---.--.__-------'-1-- r ! / AREA / 3. C-·3 DEFFICIENT OF RUNOFF: C (consider probable development) Develooed Areas (Urban) Coefficient "C" Soil Type (1) % Land Use Residential: A B C . D Single Family .40 .45 .50 .55= Multi-Units .45 Mobile homes .45 Rural (lots great·er that 1/2 acre) .30 Commercial (2) .70 80% Impervious Industrial ( 2) .80 90% Impervious ·JHE OF .CONCENTRATION Tc .50 .60 .50 .55 .35 .40 .75 .80 .85 .90 .70= -·--·- .65= .45= .85= .95= C = .BS-- CA =.,23 Gutter Flow (App. X-D) Overland Flow (App. X-C) ___ ' @ -~-% Length of street= ___ ft. Tel= ___ min. Approx ave. vel.= ___ fps Tc2= _ __,_ ___ min. T =T +T = min c cl c2 -----· ONOFF: Q=I x CA Altitude Factor= (Chart C) · ----- I-22_.= _;_X ~/ "/hr X .2J = CA CfE USE Q5D = ~I ...... , ! ___ CFS I factor=:1. 10 0= __ . x__ "/hr cfs --USE QlOO = CFS eference: San (1) (2) (3) J4) ------ Diego County Flood Control Design and Procedure Manual Obtain soil type from Appendices IX-Cl throuth IY.-C4 Obtain overland :low T 1 from Aon. X-C C I ... Obtain approx. a\:..!rc,tge vel,,city from App. X-D Obtain rainfall jntensity ~·rom' App. XI. ------·--•• ·-• •• •L•--,-·--• -•• • • • • ~ • • •• PROJECT _____________ _ WO# SHT OF ----~~------------CALC --~ DATE c1-mo DATE STATION _______ A_R_E_A_R_E_F_E_?_.E_N~C_E_,_-L=o"'-<-/ __ ~/_~~~----'H'----'-~~- , / J • O 5 7 ( 5 0 s ca le ) a; L f-lL AREA &-f5,:]I /I}/ z_ X . 918 (200 scale) = // ACR:.S -----------------. 021 (30 scale) :OEFFICIENT OF RUNOFF: C (consider probable development) Develooed Areas (Urban) Coefficient "C II Soil Type (1) % Land Use Residential: A B C . D Single Family .40 .45 .so .55= Nulti-Units Mobile homes Rural (lots greater that 1/2 acre) Commercial (2) 80% Impervious Industrial (2) 90% Impervious "I!-lE OF CONCENTRATION Tc Overland Flow (App. X-C) . 4"5 .45 .30 .70 .80 .so .60 .so .55 .35 .40 .75 .80 .85 .90 .70= ------ .65= .45= .85= .95= C =,85 CA= 77 Gutter Flow (A.pp. X-D) ___ , @ ___ % Length of street= ___ ft. Tel= ___ min. Approx ave. vel.= ___ fps Tc2= ____ rnin. {UNOFF: Q=I x CA Altitude Factor= (Chart C) ----- I c/--, _ = __ ! _x c( 7 " I hr 3 . & cf s I factor=:L x. 7 7 = lOO= __ x __ "/hr CA __ cfs USE Q_.if2_ = 3_,_U ___ CFS USE QlOO = CFS ------ .eference: San (1) (2) (3) Diego County Flood Control Design and Procedure ~anual Obtain soil type from Appendices IX-Cl throuth IY.-C4 Obtain overland flow T 1 from Aoo. X-C C •• Obtain approx. a\'.,.!rage vel,,city from App. X-D J.4) O~tain rainfall intensity ,_-rem App. XI "· .::::::;..._. ___ ---------·~-----·····---···· -----"-·-··· ... ·-··· ·-· PROJECT -------~-------NO# SHT OF -----=---·-----····-CALC ___ DATE CJ-mD DATE A3 _AREA STATION-AREA REFERENCE'd ------=-- 2 --. 0-::,--__ 7_(_5_0_s_c_a_,,l_e_,) ________ ....,,.,f:::!__--e.3 82.i,B 1,1( X .918 (200 scale) = /, 7 ACRF.S • 021 (30 scale) :OEFFICIENT OF_ RUNOFF: C (consider probable development) Develooed Areas (Urban) Coefficient "C II Soil Type (1) % Land Use Res id en tia 1: A B C . D Single Family .40 .45 .50 .55= Nulti-Units .45 .so .60 .70= -·---- Mobile homes .45 .so .55 .65= Rural (lots greater that 1/2 acre) .30 .35 .40 .45= Commercial (2) .70 .75 .80 .85= 80% Impervious Industrial (2) .80 .85 .90 • 95= 90% Impervious C = .8.S CA = J,!/S 'INE OF CONCENTRATION Tc T cl: Overland Flow (App. X-C) 'r c2· Gutter Flow (.App. X-D) I @ % Length of street= ft. Tel= min. Approx ave. vel.= fps T = min. c2 T =T 1+T 2= C C C min. UNOFF: Q=I x CA Altitude Factor= (Chart C)' ---- I.2Q__=_L_x c/1 "/hr ~ (g.79cfs I factor=1 x/t/!J= lOO= __ x __ "/hr CA __ cfs USE QlOO = CFS USE Q~= -f:. f< CFS ------ :eference: San ( 1) (2) (3) ( 4) Diego County Flood Control Design and Procedure Manual Obtain soil type from Appendices IX-Cl throuth IY.-C4 Obtain overland :low T 1 from Aoo. X-C C • • Obtain approx. a, ~rage ve1, ,city from App. X-D -. Obtain rainfall intensity [rom App. XI -\. Date B · G -85 Job No. '1 t.f Cf 7-8 Page No. ____ _ ------·-··· -----·-------------· -·-····--···-·· .... ···-.... ··-------·-···-····-····------------- --t·-- ' .. ______ ..,.__ I -----------··-····--·-------------------- LOT 42 JOB 9497-B DRAINAGE FROM A2 TO 18 IHCH CMP CIRCULAf.: PIPES G= 4.60 D= 1.50 N= 0.024 S= 0.033 DH= 0.70 V= 5.61 TRY 12 INCH CMP TD S!'!R~L! .. ·--·------------ TO 18 INCH RCP Cif.:CllLAR PIPES Q= 11.40 D= 1.50 N= 0.013 S= 0.084 Dll= 0.64 V= 15. 35 Q= 11.40 D= 1.50 N= 0.013 ------;·---·---------···. s-0.024 l ~- Itll= 0. 92 -----~-PIPE FLOHIHG Y-10.04 ,- ! FULL . ' -------------l-~ H=0.024 j Q=3.505 CFS -----· ' V=4.462 FPS A=0.785 SF I d=12.000 HI I S=0.033 !{ ---------- ------------·---· --~-----··---.. I -·-------+--------I ---. . ! _j LJ2 c£ '~ ~ d :1 ·:th ± J:fow ~ r-·1ay --_, ____ · .5. __ .:::._co..tl..__ _ _Q,-s I Ct-SO · a..c.._co_s .. s ±b ~ f:t__~ __ fr..2._~ ___ La..i f:/.2 RICK ENGINEERING COMPANY I PLANNING CONSULTANTS AND CIVIL ENGINEERS ! , :;.~,.,. ,;, l)·\1N::..O 3088 PIO PICO DR. • SUITE202 • CARLSBAD, CA 92008 P.O. BOX 1129 • PHONE • AREACODE619 • 729-4987 ' · I Date B · G -85 Job No. '1 L(<77-8 Page No. _____ _ .. I I l I I ' I i ~ -----·--+-i ---- ' ' -------I i I i ----' I , _____ ----- .I -----··--, ." ~,. .. t)-;,• .. N(.,) --- LOT 42 .JOB 9497-B DRAINAGE FROM A2 TO 18 HiCH CNP CIRCULAR PIPES 11= 4.60 D= 1.50 H= 0.024 S= 0.033 DH= 0.70 V= 5.61 t:. t; TRY 1" HrH CMP T{> S!'!!'.!LL! '·-= -------__ ,_,,,_ .. -·---·---------------·------------- ·----------. ·--·----· ------· --------- -------·--· ·-·------------------- -··-·-------···-·--------------------- -·----------·---·-,-·-·-------------------- ---------·--·---·-------------------- ------· ·----·--·----___ ,, ,_,, __ , _____ ---- ·-···-·---------- ------------ ~ -~ H --- TO 1 B INCH RCP CIRCULAR PIPES Q= 11.40 D= 1.50 N= 0.013 S= 0.084 DH= 0.64 V= i5, 35 Q= 11.40 D= 1.50 H= 0.013 -------. -----... -----·-S= 0.024 -----__ ,.. ___ DH= 0 Q? . -·- PIPE FLOI,~ I NG V= 18.04 FULL -------------- H=0.024 ···------· Q=3.505 CFS \/=4.462 FPS ------- A=0.785 SF ,, -------·-·--- d=12.000 IM S=0.033 ., ---·---------·----.... . --· -------··------·· _ _ _,,,, ------·---- __ , -·----· ·------·--· --_3_._~--.. ,c_.Q_s __ . ,") H I ) ±bt I'{ r'J ....:!:..CO l-'l t-1ay 1,2----Q. Nd.___LCT so i""Ow Q.C._CQ.S.5-____ __±f:;_c EL 7 • !::Lr, · ._ .. t.c.2 r-:J lo-f:__ .,!, -·--·---------· .. ---.. "'·· RICK ENGINEERING COMPANY I PLANNING CONSULTANTS ANO CIVIL ENGINEERS 3088 PIO PICO DR. • SUITE202 • CARLSBAD, CA 92008 P.O. BOX 1129 • PHONE • AREACODE619 • 729-4987 ESTIMATE RICK ENGINEERING COMPANY I ~~·~i·,i~Lcg~m~w: 5620 FRIARS ROAD • SAN DIEGO, CALIFORNIA 92110 TELEPHONE • ARl!:A CODE 714 • 291-0707 3088 PIO PICO DR. CARLSBAD, CA 92008 SUITE 202 P.O. BOX 1129 AREA CODE 714 729-4987 Job No. 9£97-8 By: Cjn\( 8:. Loot:1\$ Checked By: _____ Date: 8-D· -,-95 J NO. ITEM I I < fo JJ:::in , ;, _ n 1, ro A./, I /,.q;, r:MP I J ·-:-i ' ' ~ ,-, +:'"=) 11..l i ,-..10 ( . \ p., 'Sheet ____ of ____ Sheets _______ _ QUANTITY UNIT I I 271 .Lf/ )800 ,1ri .J I I 7n:::> v tlf ha,"t"' I 'i ? L+ UNIT PRICE -I~ /JI' ( , 00 ~.' I 7/, ~ ./: oo _/' /, .... ~ < c,,,C',) 1::,: / /,; 50 .,, ,., l5" 0 oo ~ ITEM PRICE !.., c;c, ,:, •• 5 or=, ... I Q l(r, ,-,. r· '. j._ ~ I-/ / ,., ,· "' /. --I Z.. 3 7 C C/C) ~ I I' I ' ! '.JI I """ 2 I !rJ r, o() ~ ~ ~ ~ 19 9 -~ 00 This estimate is made to conform to City Engineers Manual No, 1150·2 and may or may not reflect the true cost of the work. Form 366 • A Daw co SAN DIEGO SOILS ENGINEERING, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY September 9, 1985 The Koll Company 7330 Engineer Road Job No. SD1426-0l Log No. 3591 San Diego, California 92111 Attention: SUBJECT: References: Gentlemen: Mr. Chip Murphy GRADING PLAN REVIEW Carlsbad Research Center Building "H", 8000 Series Carlsbad~ California 1. uFoundation Investigation, Carlsbad Research Center, Lots 40, 41, and 42, Carlsbad, California", by San Diego Soils Engineering, Inc., dated July 26, 1985 (Job No. 1426-00) 2. "Grading Plans, Progress Set, prepared by Rick Engineering Company, undated (Sheets C-1, and C-2). Structural Plans, Progress Set, prepared by Kahn and Associates, undated (Sheets S-1, S-2, S-5, and S-8) In response to your request, we have reviewed the referenced plans and found them to be in general conformance with intentions of our recommendations provided in the referenced report, with the exception of footing depth. We recommend that the minimum footing depth be at least l?-inches below the lowest adjacent finish grade. All other recommendations provided in the referenced report should be implemented as appropriate during grading and construction. SUBSIDIARY OF IRVINE CONSULTING GROUP, INC. 6455 NANCY RIDGE DRIVE~ SUITE 200 • SAN DIEGO, CA 92121 • (619) 587-0250 The Koll Company September 9, 1985 Job No. SD1426-01 Log No. 3591 Page 2 This opportunity to be of service is greatly appreciated. Please call if you have any questions. Very truly yours, SAN DIEGO SOILS ENGINEERING, INC. C ~ >. <;,ffl,, Tara S. Sikh, R.C.E. 35454 Manager of Engineering Services TSS/tm Distribution: {2) Addressee {2) Convell-Marshall & Associates, Inc. 3160 Camino 'Del Rio South, Suite 217 San Diego, California 92108 Attention: Mr. David Vasquez I I I I I I I I I I I I I I I I. I I I July 26, 1985 SAN DIEGO SOILS ENGINEERING, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY The Koll Company 7330 Engineer Road Job No. SD1426-00 Log No. 3526 San Diego, California 92111 Attention: SUB-JECT: References: Gentlemen~ Mike Dunnigan FOUNDATION INVESTIGATION Carlsbad Research Center Lots 40, 41, and 42 Carlsbad, California 1. As-Graded Geot-echnical Report, Carlsbad Research Cntr. Phases II and III, Carlsbad Tract No. 81-10 Carlsbad, California, by San Diego Soils Engineering Dated May 23, 1984; Job N.o. 1162-10 2. Supplemental Preliminary, Geotechnical Investigation Carlsbad Research Center, Phases II and III Carlsbad, California, by San Diego Soils Engineering Dated July 26, 1982; Job No. 1162-00 This report presents the results of our Preliminary Soils Investigation at. the subject site. our investigation was performed in July, 1985. SCOPE OF SERVICES ------·---- The scope of services provided during the preparation of this Preliminary Geotechnical Investigation include: A. Review of previous geologic, soils engineering and seismolo- gical reports pertinent to the project area, B. Subsurface exploration including bucket auger borings to a maximum depth of 21-feet; SUBSIDIARY OF IRVINE CONSULTING GROUP, INC. 6455 NANCY RIDGE DRIVE• SUITE 200 • SAN DIEGO, CA 92121 • (619) 587-0250 I I I I I I I I I I I I I I I I I 0 2000 SCALE IN FEET I JOB NO.: 1426-00 I 4000 DATE: ADAPTED FROM U.S.G.S. 7.5 ENCINITAS (1975) AND SAN. LUIS REY (1975) QUADRANGLE MAPS LOCATION MAP .JULY 1985 FIGURE: 1 SAN DIEGO SOILS ENGINEERING, INC. I I I I I I I I I I I 1· I I I I I I I The Koll Company July 26, 1985 Job No. SD1426-00 Log No. 3526 Page 2 c. Logging and sampling of exploratory borings to evaluate the geologic structure and to obtain ring and bulk samples for laboratory testing; D. Laboratory testing of samples representative of those encoun- tered during the field exploration; E. Geologic and soils analysis of field and laboratory data, which provide the basis for our conclusions and recommendations; F. Preparation of this report and accompanying maps, and other graphics presenting our findings, conclusions, and recommendations. SITE DESCRIPTION The site consists of Lots 40, 41 and 42 in the Carlsbad Research .Center (see Location Map, Figure ·l). These lots form an L-shaped parcel between Faraday ·Avenue and ··Rutherford ·-Road,,, 'I'he area is ,;iapproximately 15.:..;acres. The site has. been rough graded under the observation and testing of the office. The results of our observation and testing were presented in our report dated May 23, 1984 (see Refe_rence 1). The lots have been graded with approximately 5-feet high slopes between them. A review of Reference 1 indicates that Lots 40 and 41 have cut/fill transitions. In the building areas there is a sparse cover of dry grasses and weeds and a landscaped berm lines the street on which the lots are facing. PROPOSED DEVELOPMENT The proposed development consists of 12 buildings of concrete tilt-up construction with adjacent paved areas. I I I I I I I I I I I I I I I I I I I The Koll Company July 26, 1985 Job No. SD1426-00 Log No. 3526 Page 3 Detailed foundation plans were not available at the time of this report. A foundation scheme of a combination of continuous and isolated pad footings with slab-on-grade floors is anticipated. Steve Majorca of Kahn Associates, Structural Engineer, provided us with the foundation design loads. Foundation design loads are estimated to be of the order of 5 kips per lineal foot for continuous footings and 40 kips for isolated pad footings. Grading for the site is expected to involve processing dry and loose surficial soils in building and parking areas, to provide appropriate site drainage and to mitigate the adverse effects of non-uniform bearing conditions and expansive soil conditions. FIELD EXPLORATION Subsurface conditions were explored by drilling 10 bucket auger borings to depths .of 3 to 2l~feet •. The approximate locations of .the borings·are shown tm·"che attached Plot Plan, Plate 1. The borings were -drilled with.a-tr:J..:u:~k--mo.unted.:30·~it1ch diameter bucket auger. Drilling of the test borings was supervised by our field engineer who logged the soils and obtained bulk and relatively undisturbed samples for laboratory testing. LABORATORY TESTING A. Classification Soils were classified visually according to the Unified Soil Classification System. Classification was supplemented by index tests, such as Particle Size Analysis and Atterberg Limits. Moisture content and dry density determinations were ~ade for representative undisturbed samples. Results of I I I I I I I I I I I I I I I I I I I The Koll Company July 26, 1985 Job No. 8D1426-00 Log No. 3526 Page 4 moisture-density determinations, together with classifica- tions are shown on the Logs of Borings, Figures 4 through 13. B, Particle Size Analysis c. Particle size analyses were performed on representative samples of the site subgrade soils in accordance with ASTM: D 422-63. Test results are shown on Figures 14 and 15. Atterberg Limits Atterberg limits tests consisting of liquid limit in accordance with ASTM: D 423-66 and plastic limit in accordance with ASTM: D 424-59 were performed on representative samples of the on-site soils. The test results are presented on Figure 16. D. Expansion Expansion tests.were ·performed on representative samples of the on-site soils remolded and surcharged 1:.1.nder a 144 pound per square foot load in accordance-with the .Uniform Building Code Standard No. 29-2. The test results are summarized on Figure 17, Table I .. E. Maximum Density/Optimum Moisture Content The maximum dry density/optimum moisture content relationship was determined for typical samples of the on-site soils. The laboratory standard used was ASTM: D 1557-78. The test results are summarized on Figure 17, Table II. I I I I I I I I I I I I I I I I I I I The Koll Company July 26, 1985 F. Sulfate Job No. SD1426-00 Log No. 3526 Page 5 Sulfate tests were performed on representative samples of the on-site soils. The laboratory standard used was California 417 A. The test results are presented on Figure 17, Table III. G. Direct Shear Direct shear strength tests were performed on representative undisturbed and remolded (to 90 percent compaction) samples of the on-site soils. To simulate possible adverse field conditions, the samples were saturated prior to shearing. A saturating device was used which permitted the samples to absorb moisture while a constant load is applied. The tests results are presented on Figure 18. G. Consolidation A cons.olidation t;est · was performed on represe.ntati ve undisturbed samples of .:.the underlying-soils to help determine compressibility characteristics. The samples were saturated mid-way through the tests to simulite possible adverse field conditions. The test results are presented on Figures 19 through 21. SUBSURFACE CONDITIONS A. General The logs of borings, Figures 4 through 13, indicate that the predominant material at the site consists of Point Loma Formation bedrock with portions of the site covered with an overlay of compacted fill consisting of predominantly clayey silt and silty clay. I I I I I I I I I I I I I I I I I I I / The Koll Company July 26, 1985 B. Bedrock (Point Loma Formation) Job No. SD1426-00 Log No. 3526 Page 6 The Point Loma Formation bedrock underlying the site is predominantly a siltstone. Intact bedrock is generally moist and stiff to very stiff. The bedrock materials exhibit a medium expansion potential. It is suitable to support compacted fill or structural loads, and is also suitable for use in compacted fills. C. Fill Compacted fill was found in Borings 1 through 4, and 8 to a maximum depth of 14-feet. The upper 12-inches(+) of soils are dry and loose, and will require processing. The fill soils are suitable to support compacted fill or structural loads, and is also suitable for reuse in compacted fill. The fill materials exhibit a medium expansion potential. D. Expansive Soils .The results of -expansion tests conducted during the course of this investigation indicate that the on-site soils exhibit a medium expansion potential. The final evaluation of the expansion potential will be made after the completion of the grading. Expansion of near-surface soils could damage structures and exterior flatwork. Recommendations to mitigate the effect of expansive soils on proposed improvements are included in our recommendations and should be incorporated in project planning and design. E. Transition Lots A review of the site plan and Reference 1 indicated that future structures may straddle cut/fill transitions created I I I I I I I I I I I I I I I I I I I The Koll Company July 26, 1985 Job No. 8D1426-00 Log No. 3526 Page 7 as a result of previous grading. Such transitions are considered generally undesirable because of non-uniform bearing conditions resulting from different materials being exposed at finished grade. To mitigate the potential adverse effects of cut/fill transitions, overexcavation of the cut portion and replacement as compacted fill is recommended. F. Groundwater and Caving No groundwater was encountered and there was no caving in any of the borings. I I I I 1, I I I I I I I I I I I I The Koll Company July 26, 1985 Job No. SD1426-00 Log No. 3526 Page 8 CONCLUSIONS AND RECOMMENDATIONS A. General B. The proposed construction is feasible from a soils engineering standpoint. The grading and foundation plans should take into account the appropriate soils and engineering features of the site. The major constraints at the site are Cl) expansive soil conditions, and (2) non-uniform bearing conditions created by cut/fill lines. Site Grading 1. Site Clearing The site should be cleared of existing weeds and grasses. Holes resulting from the removal of buried obstructions which extend below finished site grades should be bacRfill-ed with compacted fill., 2. Preparation of Surf.ace Soils 3. The dry and loose surface soils (12"+) within the building area and to 5-feet beyond, and in areas to be paved with asphaltic cort~rete should be processed. Prior to placing fill or asphaltic concrete, the exposed subgrade soils should be scarified to a depth of 8 to 12 inches brought to near optimum moisture conditions and compacted to at least 90 percent relative compaction. Compaction and Method of Filling Fill placed at the site should be compacted to a minimum relative compaction of 90 percent, based on ASTM I I I I I I I I I I I I I I I I I I I The Koll Company July 26, 1985 Job No. 8D1426-00 Log No. 3526 4. . 5. Page 9 Laboratory Test Designation D 1557-78. Fill should be compacted by mechanical means in uniform lifts of 6 to 8-inches in thickness. Rock fragments greater than 6-inches in maximum dimension should not be placed within the compacted fill. Fills should also be placed and all grading performed in accordance with the City 0£ San Dieg.o Grading Ordinance and the requirements of the Uniform Buildin·g -Code. Import Fill Material Any soils imported to the site for use as fiil or subgrade materials should be predominantly granular and approved by the Soils Engineer prior to importing. Laboratory testing required for approval of import sources may require 24 to 48. hours. The Soils Engineer should be notified of import locations a minimum of two {2) days prior to its proposed usi. Shrinkage, Bulking a.nd Subsidence Shrihkage due to removal and recompaction of existing fill is expected to be negligible. Bulking of bedrock is expected to be Oto 5 percent. Subsidence is expected to be on the order of 0.1-foot overall. These are preliminary estimates which may vary with depth of removal, stripping loss, and field conditions at the time of grading. Shrinkage and subsidence figures are considered to be rough estimates based on available geotechnical information and should be confirmed in the field during grading. I I I I I I I I I I I I I I I I I I I The Koll Company July 26, 19 85 Job No. SD1426-00 Log No. 3526 Page 10 6. Transition Between Cut and Fill 7. For any non-uniform bearing condition created by grading, we recommend that the cut portion be overexcavated to a minimum depth of 3-feet beneath the bottom of the deepest footing or grade beam. The lateral extent of overexcavation should be 5-feet beyond the building line. Remedial Gradi01_ The results of our testing indicate that on-s~te surficial soils exhibit medium pote.ntial for expansion. To mitigate the effects of expansion of these materiaJ:s on at-grade slabs, two alternative methods are presented below: .a. b. Moisture Conditioning Duri.ng grading., the upper-' 1-8-inches of fill soils. within the building pad may be removed and replaced at 5 percent above optimum moisture content. This may eliminate pre-soaking in the slab area if the moisture content of the subgr.ade soils is mai.ntairled prior to placing visgueen. If pre-soaking of slab subgrade soils is selected (see Section C.4) as the desirable alternative to mitigate the effects of expansive soils, this alternative may be neglected. Selective Grading The expansive potential of the on-site soils may be mitigated by selective grading. If this I I I I I I I I I I I I I I I I I I I The Koll Company July 26, 1985 Job No. SD1426-00 Log No. 3526 c. Page 11 alternative is selected, we recommend that building areas be capped with a minimum of 2-feet of non-expansive (U.B.C. Expansion Index less than 20) soils. This alternative will reduce foundation costs in that foundation may then be designed for non-expansive soil conditions. If pre-soaking of slab subgrade soils is selected (see ·section C.4) as the desirable alternative to mi tig-ate the effects of expansive soils, this alternative may be neglected. FOUNDATIO~ AND SLAB RECOMMENDATIONS 1. General Our investigation indicates that the existing surface soils exhibit a medium expansion potentia1. The f0llowing recommendations are provided for the design of footings and slabs based ori, this .expans.ion potential of. the soils presently at the site~ These preliminary ' recommenq.ations should be confirmed by additional expansion testing at the completion of fine grading. Our recommendations are cdnsidered generally consistent with the Standards of Practice. The implementation of these recommendations should serve to reduce the risk of distress resulting from expansive soil. The potential for favorable foundation performance can be further enhanced by maintaining uniform moisture conditions. The footing configurations and reinforcement recommendations herein do not preclude more restrictive criteria by the governing agencies or by structural I I I I I I I I I I I I I I I I I I I The Koll Company July 26, 1985 Job No. SD1426-00 Log No. 3526 2. Page 12 considerations. A Structural Engineer should evaluate configurations and reinforcement requirements for structural considerations. Foundations The recommended type of foundation is spread footings, either square or continuous. No footings should straddle a cut/fill interface. All footings for a given building should be founded either entirely in bedrock or entirely in compacted fill. a. Columns Columns may be supported on spread footings founded a minimum of 18-inches below lowest adjacent finish ~-e. Re inf or cement should be based on structural considerations. b. Walls Exterior footings should·be continuous .and founded .. at lea~~-_ ~.~-inches J?eJ.ow J..owe~t--~q_j_ecent f inis!i grad.a... ·Reinforcement in exterior and interior -footings should consist of a minimum of two No. 4 reinforcing bars, placed one at the top and one at the bottom of the footing. If the struct~re is to be supported on isolated spread footings, a moisture cut-:of f wall should be-- poured around the perimeter of the building to a depth of 18-inches beloxl: lokLas....t_a,d_jacent finish subgrade. ,___. _____ _ I I I I I I I I I I I I I I I I I I I The Koll Company July 26, 1985 Job No. 8D1426-00 Log No. 3526 3. 4. Page 13 Slabs Slabs should be of 4-inch actual thickness reinforced with welded wire mesh located at mid-height supported on concrete chairs. Living area slabs should be provided with 4-inches .of rounded gravel or clean sand followed by a 6-mil "visqueen" (or equivalent) moisture barrier. The moisture barrier .should be sealed at all splices and overlain by at least 1-inch of clean sand. If the building pad is capped with a minimum of ·2-feet of non-expansive soils, slabs· may be a nominal 4-inches thick. Slabs should be underlain by a 6-mil visqueen moisture barrier. Due to the non-expans.ive nature of the select materials recommended, no recommendations for reinforcement in the slab areas is made. However, reinforcement may be required and advisable for structural considerations. Pre~soaking Beneath Slabs Slab subgrade soils should be soaked to at least 5 percent above. optimum moistu.re content to a depth of 18-inches below slab subgrade prior to placement of concrete. The moisture penetration sh-0uid be verified by the Soils Engineer prior to placing visqueen. As an alternate to pre-soaking, remedial grading as recommended earlier (see Section B-7) may be elected. If remedial grading is selected, we reco'mmend that slab subgrade soils not be allowed to dry back. In order to maintain the desired moisture prior to placing concrete, pe.riodiq sprinkl.ing may be necessary. I I I I I I I I I I I I I I I I I I I The Koll Company July 26, 1985 Job No. SD1426-00 'Log No. 3526 5. 6. 7. Page 14 If building pad is capped with a minimum of 2-feet of non-expansive soils, pre-soaking is not required. However, areas to receive concrete should be thoroughly moistened prior to placing concrete. Allowable Bearing_Pressure for Footings Footings may be designed for an allowable dead plus live load bearing pressure of 2,000 pounds per square foot with a one-third increase for short-term wind or seismic loads. _!.ootings should have a mi.nimum width of _,,... 12-inches and, where located adjacent to utility trenches, should extend below a one~to-one plane projected upward from the inside bottom corner of the trench. Lateral Load Resistance Lateral loads against buildings ·may be resisted by friction between the bottom ·of-fiir.-~.r.\tings and t.he supporting soils. An allowab~e friction coefficient of 0 .. 25 is recommended. Alternatively, an allowable lateral bearing pressure equal to an equivalent fluid , • • I weight of 250 pounds per cubic foot acting against the footings may be used, provided the footings are poured tight against undisturbed soils. Retaining Walls Restrained and cantilevered retaining walls. may be designed in accordance with the following design criteria. I I I I I I I I I I I I I I I I I The Koll Company July 26, 1985 Job No. 8D1426-00 Log No. 3526 Page 15 Soil Pressure, Equivalent Fluid Pressure (P.C.F.) Cantilevered Walls Level Soil TYQ_§_ Backfill 2:1 Backfill On-site 60 Import Select Sands {Sand Equivalent greater than 30) 30 65 43 Walls subject to uniform surcharge loads should be designed for an additional uniform lateral pressure equal to one-third the anticipated surcharge pressure in the case of cantilevered walls. Wall design should also consider surcharge from any adjoining structures or traffic located within a zone defined by extension -of an imaginary 1:1 line-up from the level of the wall footing.. To .include. the-ef.fects of a.dd-i tioP.f.' l lateral p)'.."essure caused by vehicle traffic, we recommend that retaining walls be designed to resist an additional uniform pressure of 75 pounds.per square foot for a distance down the wall equal to the width of the driveway or traffic area behind the wall. Retaining wall footings should be tounded at a minimum depth of 18-inches below lowest adjacent grade or at a depth that provides a minimum of 5 feet of horizontal distance between the face of any slope and the front toe of the footing, whichever is deeper. Footings should.be reinforced as recommended by the Structural Engineer. Flooding or jetting of backfill should not be permitted. ·Backfill placed behind the walls should be compacted I I I I I I I I I I I I I I I I I I I The Koll Company July 26, 1985 Job No. SD1426-00 Log No. 3526 8 •. Page 16 to a minimum re.lative compaction of 90 percent as determined by ASTM Test Method D 1557-78. It should be noted that the use of heavy compaction equipment in close proximity to retaining structures can ~esult in excess wall movement (i e., strains greater than those normally associated with the development of active conditions), and wall pressures exceeding design values. In this regard, the contractor should take appropriate precautions during the backfill placement. If granular backfill is used, it should be capped with 2-feet of relatively impervious fill to seal the backfill and prevent saturation by run-off due to rainfall or irrigation. Appropriate backdrainage should be designed by the Project Civil Engineer. Typical backdrain and backfill details are provided in the accompanying Figure 2. Post-Tensioned Slabs As an alternative to conventional slabs and foundations, post-tensioned slabs may be used. Although typically more expe~sive, post-tensioned slabs are expected to perform better in expansive .soil conditions. a_. Design Criteria Post-tensioned slabs should be designed by a Structural Engineer for a relatively uniform bearing over the slab area. The differential movement recommended for design purposes is a two percent gradient in 10-feet _horizontal. I I I I I I I I I I I. I I I I I I I I ;K H J WEEPHOLES (4" MIN. DIAJ /I/ ;;/I/ ;iii/I i!i!! (A) FIL TEA MATERIAL PERCENT SJEVE PASSING SIZE SIEVE 1 .. 100 3/4" 90-100 3/8" 40-100 (8) 4 25-40 30 5-15 50 0-7 200 0-3 • 'P '. tE-MINIMUM H/2 1 ~(.L;.'.i.l.'.LJ.'.LJ.'.L.J.~7-~-"MINIMUM 2' THICK IMPERVIOUS SOIL COVER ~::,_..J;...----4" PERFORATED PIPE (PERFORATION DOWN) EMBEDDED IN A MINIMUM OF 3 CUBIC FEET OF FILTER MA TE RIAL GRANULAR BACKFILL .~ FH= Tl;~ MA TERIM-1 -AROUND PERFORATED PIPE AND WEEPHOLES ..);;.:l----1~---4° PERFORATED PIPE (PERFORATION DOWN) EMBEDDED IN A MINIMUM OF 3 CUBIC FEET OF FILTER MATERIAL COHESIVE BACKFJLL TYPICAL RETAINING WALL BACKFILL AND DRAIN DETAILS JOB NO.: , 1426-00 DATE: July, 19()5 FIGURE: 2 SAN 0·1£GO SOILS ENGINEERING. INC. I I I I I I I I I I I I I I I I I I I The Koll Company July 26, 1985 Job No. SD1426-00 Log No. 3526 9. Page 17 15. Sub grade Tre·atment c. Post-tensioned slabs in living areas should be underlain by a 10-mil visqueen moisture barrier with 2-inch of clean sand placed between the slab and moisture barrier. The barrier should be sealed at all splices and care should be taken not to puncture the barrier during construction. Thickened Edge Post-tensioned slabs should have a thickened perimeter edge extending at least 18-inches into the slab subgrade soils. Expected Settlement If footings are supported by natural ground or compacted fill and are sized for the recommended bearing pressures, differential settlements are not expected to exceed 1/4 inch. 10. Type of Cement for Construction The results of sulfate testing indicate that either type I or II cement may be utilized for concrete in contact with the subgrade soil. 11. Drainage To enhance future site performance, it is recommended that all drainage be collected and directed away from proposed structures to disposal areas. For soil areas, we recommend that a minimum of 2 percent gradient be maintained. Due to the expansive nature of the on-site soils, it is important that drainage be directed away I I I I I I I I I I I I I I I I I I I The Koll Company July 26, 1985 Job No. SD1426-00 Log No. 3526 12. 13. Page 18 from foundations and that recommended drainage patterns be established at the time of fine-grading and maintained throughout the life of the structures. Property owners should be aware that altering_drainage patterns, landscaping, the addition of patios, planters, and other improvements, as well as irrigation and variations in seasonal rainfall: aff affect subsurface moisture conditions, which in turn affect structural performance within expansi v.e soil areas. Trench Backfill Utility trench backfill consisting of the on-site so-ils should be placed by mechanical compaction to a minimum of 90 percent of the laboratory maximum density. Paved Areas Areas to be paved with asphaltic concrete should be graded in accordance with th0. $i'lr.P preparation recommendations given above. The following preliminary pavement sections are recommended based on an R-value of 12. Light Vehicles· (T.I. = 4) 3-inches of asphaltic concrete placed in two lifts over 6-inches of untreated Class II aggregate base or 6.5-inches of untreated Class III base 3-inches of asphaltic concrete over (D.G.} Driveways (T.I. = 5.5) 9-inches of untreated Class II aggregate base 9.5-inches of untreated Class III base (D.G.) These preliminary recommendations should be confirmed by additional R-value testing at the completion of fine grading. We recommend that the upper 8 to 12-inches of pavement subgrade soils should be scarified and I I I I I I I I I I I I I I I I I I I The Koll Company July 26, 1985 Job No. 8D1426-00 Log No. 3526 14. Page 19 moistenend to near optimum conditions and compacted to 90 percent of the maximum density. Specifications for aggregate Class II base may be selected from Section 200-2 of the "Standard Specifica- tions for Public Works Construction" and should have an R-value of 78 or more. Specifications for Class III aggregate base may be selected from Section 400 2.3.2. of this reference, and should have a minimum R-value of 73 and a minimum sand equivalent of 30. We recommend that you require the Contractor or supplier to assure conformance with specifications. In addition, we recommend that verification testing be performed prior to placing base materials. It should be noted that verification testing may require 5 to 7 days. Asphalt concrete type and class should be as required by the project specifications. We recommend that the area within and around the trash enclosure be paved with Portland Cement Concrete. P.C.C. paving should be a minimum 5-inches thick, reinforc-ed with 6x6xl0/10 welded wire mesh. Subgrade soils should ·be prepared as recommended above for asphalt paving. Concrete paving should be provided with appropriate contraction joints at a maximum interval of 20-feet and divided into a nearly square panels as possible. Footing Observations All footing excavations should be observed by the Soils Engineer prior to placing reinforcing steel and concrete. I I I I I I I I I I I I· I I I I I I I The Koll Company July 26, 1985 Job No. 8D1426-00 Log No. 3526 15. Page 20 Observation of Grading Grading should be performed under the testing and observation of the San Diego Soils ~ngineering, Inc. 16. Lifting of Tilt-Up Walls SUMMARY Extreme care and caution should be exercised during construction at the time tilt-up walls are lifted into place. It should be recognized that heavy crane loads, the temporary knife-edge loading of slabs by walls as they are being lifted, etc., can crack slabs. Also, impact loads during wall placement can dislodge and displace pad footings. As foundation and grading plans are completed, they should be forwarded to the Soils Engineer for review for conformance with the intentions of these recommendations. I I I I I I I I I I I I I I I I I I I The Koll Company July 26, 1985 LIMITATIONS OF INVESTIGATION Job No. SD1426-00 Log No. 3526 Page 21 Our investigation was performed using the degree of care and skill ordinarily exercised, under similar circumstances, by reputable Soils Engineers currently practicing in this or similar localities. No other warranty, expressed or implied, is made as to the conclusions and professional advice included in this report. The samples taken and used for testing and the observations made during our field investigation are believed representative of the project; however, soil and geologic conditions can vary significantly between borings. As in most major projects, conditions revealed by excavation may be at variance with preliminary findings. If this occurs, the changed conditions must be evaluated by the Project Soils Engineer and Geologist and designs adjusted as required or alternate designs recommendeca The opportunity to be of continued service is appreciated. If you have any questions, do not hesitate to call. Very truly yours, SAN DIEGO SOILS ENGINEERING, INC. Tara S. Sikh, R.C.E. 35454 Manager, Engineering Services TSS/tm I I I I I The Koll Company July 26, 1985 Job No. 8D1426-00 Log No. 35.26 Page 22 Enclosures: Location Map, Figure l; Plot Plan, Plate 1 Retaining Wall Details, Figure 2; Logs of Boringsr Figures 3 through 13; Laboratory Test Data, Figures 14 through 21. I Distribution: (6) Addressee I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SUBSURFACE EXPLORATION The subsurface exploration consisted of 2 borings drilled to a maximum depth of 2-feet. Logs of borings are presented herein as Figures 4 through 13. An explanation of Logs of Borings terminology is presented in Figure 3. California sampler resistance blow counts were obtained by driving a 2.625-inch I.D. sampler with a 1,400-pound hammer dropping through a 12-:-inch free fall. The blows per foot recorded on the boring logs represent the number of blows that were required to drive the sampler 12-inches. Boring log notation for the California sampler is indicated below: California Sampler I I I I I I I I I I I 1· I I I I I I PRIMARY DIVISIONS GROUP SECONDARY DIVISIONS SYM. GRAVELS CLEAN GRAVELS GW Well. graded gravels, gravel-sand mixtures, little or Cl) z (LESS THAN 5% · no fines. ...J <C MORE THAN HALF GP Poorly graded gravels or gravel-sand mixtures, 5 11.. :i: OF COARSE FINES) little or no fines. Cl) O 1-w 11.. a: ~ FRACTION IS GRAVEL WITH GM spty gra'ieJs, gravel-sand-silt mixtures, non-0 ..I w Cl) p ast1c fines. lJJ <Ow LARGER THAN FINES Clayey ~ravels,gravel-sand-clay mixtures, z :i:: a:> NO. 4 SIEVE GC ~ z <( w plastic mes. a: < ..I w SANDS CLEAN SANDS SW WeJI graded sands, gravelly sands, little or no 0 :I: (/) 0 fines. I-::; 0 MORE TI-IAN HALF (LESS THAN Poor:'J, graded sands or .gravelly sands, little or w w <C ('I 5% FINES) SP (/) 0:: -• OF COARSE no t1 es. a: 0 0: 0 FRACTION IS ~ :E I:! z SM Silty sands, sand-silt mixtures, non-plastic fines. 0 < SMALLER THAN SANDS WITH FINES (.) :E NO. 4 SIEVE SC Clayey sands, sand-clay mixtures, plastic fines. (/) 11.. 0:: w ML Inorganic silts and ver~ fine sands, rock flour silty or ...J SIL TS AND CLAYS clayey tine sands or c ay.ey silts with sllaht olasticitv . 5 0~> Inorganic clays of low to medium plasticity, gravelly ~ ..I Ul CL CJ) <-LIQUID LIMIT IS LESS THAN 50% clays sandy clays, silty clays, lean clays. . 0 <C -,; Cl) w :i:t;g OL Organic silts and organic silty clays of low plasticity z ZCl)Ngj ~ ~ :; o w MH lnorJaOiC ~ilts, mica~eOIJS OT, diatomaceOUS fjne a: ~ z SIL TS AND CLAYS san y or sl tv soi s, e ast1c silts. 0 w a: z CH Inorganic clays of high plasticity, fat clays. w 0:: w < LIQUID LIMIT IS GAEA TER THAN 50% 0 I-:i:: z :E c( I-OH Organ_ic clays oi medium to high plasticity, ii: :E oroamc slits. HIGHLY ORGANIC SOILS Pt Peat and other highly organic soils. DEFINITION OF TERMS - - U.S. STANDARD SERIES SIEVE CLEAR SQUARE SIEVE OPENINGS 200 40 10 4 3/4"' 3• 12· SAND GRAVEL SIL TS AND CLAYS I I I COARSE COBBLES· BOULDERS FINE .MEDIUM COARSE FINE GRAIN SIZES ------· .. -~,-z~~·~;,...i:,,,.-=-~~ --· • ' ~t • i-;' ,SAZ.~G~,r.7:iRAVELS AND BLOWS/FOOT t CLAY$ AND. STRENG-CH'* t NO*°PLASTICS Sil TS PLASTIC SIL TS . BLOWS/FOOT . --~-~.::;,._,_· ---~~:.::::a...t:r--..... .-~-~~~-':!'~~ .. -=.."1::'...,~ - VERY LOOSE · 0 -4 VERY SOFT 0 -1/4 0 -2 LOOSE 4 -10 SOFT 1/4 -1/2 2-4 MEDIUM DENSE 10-30 MEDIUM STIFF 1/2 -1 4 -8 STIFF 1 -2 8 -16 DENSE 30 -50 VERY STIFF 2-4 16 -32 VERY DENSE OVER 50 HARD OVER 4 OVER 32 RELATIVE DENSITY CONSISTENCY t Number of blows of 140 pound hammer falling 30 inches to drive a 2 inch 0.0. (1-3/8 inch LO.) split spoon (ASTM o-1·sae). *unconfined compressive strength in tons/sq. ft. as determined by laboratory testing or approximated by the standard penetration test (ASTM D-1S86), pocket penetrometer, torvane, or visual observation . . .. KEY TO EXPLORATORY BORING LOGS Unified Soil C.lassification System (ASTM D-2487) JOB NO: !DATE: FIGURE: 1426-00 3 SAN DIEGO SOILS ENGINEERING.INC. I I I I I I I I I I I. I I I I I I I I DATE OBSERVED: 0 7-0 2 ""'.' 8 5 METHOD OF DRILLING: Bucket Auger 1400-lb. Hammer -LOGGED BY: MSA GROUND ELEVATION: LOCATION: Lot 4 0 z .... 0 ... w ~ w < II. g .... ::c I.I. J-0 a. Cf) ... 0 w 0 w ..J 0 mw 0. LI. U:..J ::E ... :,a. < Cl) 1--:E Cl) ;: ~< ~ 0 QC/) ..J w < ...I z .:, 0 ...I m .:, al ... o (.) -MH -CH -4 ~. - 5- -3 IZ· - - - 10-CH 2[Z NR . CH,SC MH 15-CH 61:x. -. - . 20-15 1st>z·· -. - 25- . . . . 30- . . 35- - - 40- 20 .2 103 .1 22.1101., 13.3ll~ BORING NO. 1 DESCRIPTION COMPACTED FILL: Gray olive orange brmvn clayey silt, moist, stiff, top 12"(:!:_) dry and loose Brown orange silty clay, moist, medium stiff Orange brown sandy silty clay, moist, medium stiff BEDROCK: Gray olive orange brown clay siltstone, moist, ·17P::ty &tif £ to hard 17 .4 0.08 -~ ' Total depth 21' No groundwater No caving SOIL TEST Consolidation test Direct Shear test JOB NO.: 1426-00 LOG OF BORING !FIGURE: 4 SAN DIEGO S01-LS ENGINEERING, INC. I DATE OBSERVED: 07-02-85 METHOD OF DRILLING: Bucket Auger 1400-lb. Hammer I LOGGED BY:· MSA GROUND ELEVATION: LOCATION: Lot 40 z 0 w >""' ..... 0 I-..... I-0 w ..J w~ a: u. w ~ 0 a:i w Q. 0~ BORING NO. 2 I w :a a: ... u. 0 u. a: ..J w ..... ..... !& .... :::)Q. < ::) z o> 0 t-::a (/) 1-w SOIL TEST :::c ~ ... < !:: I-en :: ~< ~ Oz ...l (/) ll. (/) 0 Q(/) ..J o.z w < ..J z ::::, ::E 0 DESCRIPTION I Q ..J m ::) al 0 zW 0 -o --o MH 100., -CB 19.9 COMPACTED FILL: Grey orange I -z olive brown clayey silt, moist, 3 medium stiff, top 12"(+) dry Consolidation . and loose test I 5-~ -2 10.8 103.( Classification -index test I . Sulfate test -rx 10 Clayey SAl\"11) R-value I CH 9 ~ 19.8 109. Expansion test -.cy', BEDROCK: Grey olive brown -orange silty sandy claystone, I -slightly moist, very stiff . 15-Total depth 11.5' I . No groundwater -No caving - 1. - ~ ~("-·· ; i < - I -: . - I 25- - . I . . I 30- . - I . 35- I - . I . 40- JOB NO.: 1426-00 LOG OF BORING !FIGURE: I 5 SAN DIEGO SOILS E·NGINEERING. INC. I I I I I I I I I I I I I I I I I I I DATE OBSERVED: ' __ 0_7_-..,;;0..;.;2;...-....;8;...;5 ______ METHOD OF DRILLJNG: _ _..:;B;..;u;.;..c,..;k;.:..;;;.e..;;:t_.;;_A;;.;u~g._e~r;:._ _______ , J.4O0-lb. Hammer LOGGED BY:· z ..... ' 0 I-... 0 w s 0 w Is. 0 u. -' ~ ... ::c (fJ I-(fJ ;: 0. rn 0 w < .J C ..J co -o 0 MH --CH - 4 - - 5-?. - -MH -CH - 10- 7 - - - 15- -- - - ~Gl" --- - 25- - - - 30- 35- - - - - .... o- MSA Q w w ...I mw Q. 0:..J ::E :::)Q. < I-~ (fJ ~< ~ Q(/) .J :z :::) :::) al t8: x X GROUND ELEVATION: LOCATION: 16.6105.E 22 .o 101.~ 23. 8 99 ;fa' BORING NO._3_ DESCRIPTION COMPACTED FILL: Grey olive brown orange clay silt., moist, medium sti£f to stifi, top 12"(tJ dry and loose BEDROCK; Grey olive brown orange clayey siltstone slightly, moist, stiff Total depth lJ.' No groundwater No Cg.Ying SOIL TEST JOB NO.: 142 6-0 0 j LOG OF BORING !FIGURE: 6 SAN DIEGO SOILS ENGINEERING, INC. I I I I I I I I I I I I I I I I I I I DATE OBSERVED: __ 0~7_-_0;;_2 .... -_8;:;..;;..5 ___ METHOD OF DRIL.LING: __ -.,,..B_,.u..;;.c..,k_e__,t:..,.-A_u__,.<.g_e_r ______ _ 1400-lb. Hammer LOGGED BY: z ..... 0 ... I-0 w ~ w 0 u. 0 u. .... ~ .... :c Cl) ... Cl) ?: 0. en 0 w < ..., 0 ..., ·m -o 0 MH/ CH - ML 9 MH 5-MH ~ 7 . - . 10- . - . . 15- . - - - 20·- - - - - 25- . . - - 30- . . . . - 35- . . - 40- :MSA 0 w w ..., mw 0. a:..., :E ::::, a. < 1-:E "' !!l< ~ 00 ..., z :::) ::::, m GROUND ELEVATION: LOCATION: ..... w~ a: ... ::::,z i-w ~ ... Oz :EO 0 >~ a:o 00. w .... o> <t: ..., Cl) A.z zW -0 BORING NO. 4 DESCRIPTION . ·co.M.PACTED FILL: Grey orange olive brown, clayey silt, dry, loose tx BEDROCK: Brown grey orange h 1 .1 olive clayey siltstone, · " it;l.4 03. . · · ff \ \ \ ,L.__:_:_;_:_:_:_:_y_P_·:_, 0 =1::_s_:_r_:_:_n_m_:_:_. :_:_s_, t_:_:_:_,_..1 ! \I · \-moist, sti i\ Gr_ey-orange olive brown clayey siltstone, moist, sti~f to very stiff t-----------------------1 Total depth 6' No groundwater No.caving SOIL TEST Classification Index Test Expansion Test JOB NO.: 14 26-00 LOG OF BORING jFIGURE: 7 SAN DIEGO SOILS ENGINEERING, INC. I I I I I I I I I I I I I I I I I I I DATE OBSERVED: -~0..,:.7_--"0:..:::2,_-_,8...,5,.___ ___ METHOD O.F ORILLING: _ ___,;;B,;..u;;.;:,.c.;;;..;.;:k;.;:;:e;_;;t;,,-.,;.;.A;;.;u:;..g ..... e=r-------1 1400-lb. Hammer LOGGED BY: z ,... 0 ... ... 0 w ~ 0 w '-2 u. .... .... ::r: LI.. (/) ... ti, ;: Q. (/) 0 w < .,j Q ..., m -o 0 MH - -19 - 5- - - - - 10- - - - - 15- -. - - 20'""! - -. - 25- - -. - 30- -- -. 35- - 40- · JOB NO.: MSA Q w UJ ..., C0 UJ Q. 0:..., ::E :,0. < ... ::E (/) !!?< ~ QC/) ..., z :, :::, m rx . GROUND ELEVATION: LOCATION: >U: a: (J Co. w""' o> <I-_,- Q.~ zW -o BORING NO. 5 DESCRIPTION BEDROCK~ Grey olive brown 18 5 clayey siltstone, ·moi,st, hard • 108.1 Refusal Total depth 3' No groundwater No caving SOIL TEST 1426-oq LOG OF BORING ')FIGURE: 8 SAN DIEGO SOILS ENGINEERING. INC. I I I I I I I I I I· I I I I I DATE OBSERVED: 07-02-85 METHOD OF DRILLING: Bugket Auger 1400-lb. Hammer LOGGED BY: MSA GROUND ELEVATION: LOCATION: z 0 w >i'.L ..... 0. I-..... I-0 w ..J w~ a:(.) 6 w ~ 0 mw ll. On. BORING NO. w ::s §1-"-0 u. a:-1 w;: ... ~ ..... ::,0. < 1-Z SOIL TEST :r Cf) 1-::E "' cr,W OJ- ~ 22< -1-<-I-"' ~ Oz -I"' ll. C/J 0 ccn ..J :so c..z DESCRIPTION w < ..J z ::, zW Q -I JXl :::, co 0 0 -o --o CH . .. .... -MH IX 'BEDROCK.: Grey olj.ve o;i:-ange Maximum densit• -brown silty claystone, test -16 6· 17.9 1110'. L hard, dry to moist Classification Index Test 5-Refusal Sulfate Test Total de.pth 4' Expansion '!'est -No groundwa te-r -No caving - - 10- - - - - 15- - - - - 20-.1 r < -' - - . 25- . - - - 30- . . . . - 35- - . - -· 40- JOB NO.: 1426-00 I LOG OF BORING jFIGURE: ~ SAN DIEGO SOILS ENGINEERING, INC. I I I I I I I I I I I I I 1-· I I I I I DATE OBSERVED: LOGGED BY: MSA z I-0 ..... 0 w I-0 w ..J w ~ 0 cow a. w :E LI. 0 LI. a: ..J ::>a. < .... ~ .... :t: "' I-::E "' ~ !a< I-"' ~ a. "' 0 Q"' ..J w < ..J z ::, Q ..J co ::, m (J i-O :MH . -s . 14 5- . . -. 10- - . . . 15- . . . . : 20- --. . 25- . . . 30- . . . 35- . . . . 40- JOB NO.: 1426-00 07-02-85 METHOD OF OR1LLING: Bucket Auger 1400-lb. Hammer GROUND ELE:VATION: LOCATION: > .... ..... wt a: LI. 0~ BORING NO. 7 a: I-w .... ::, z 1-w o> SOIL TEST ~ ... <I-oz ..J cii O..z ::o zW DESCRIPTION (J -o BEDROCK: Grey olive orange Direct Shear brown slightly clayey siltstone Test 21.5 tl.03.: dry to moist, hard Refusal Total depth 4' No groundwater No caving ' l LOG OF BORING !FIGURE: 10 SAN DIEGO SOILS ENGINEERING, INC. I I I I I I I I I I I I I I- I I I I I DATE OBSERVED: 07-10-85 METHOD OF DRILLING: Bucket Auger 1400-lb. Hammer LOGGED BY: M£A GROUND ELEVATION: LOCATION: z C w >~ ~ 0 I-...... w ~ 0 w -I w~ a:o BORING NO. 8 0 a:iw 0. Co. LU ::E ~ ... LI. 0 LI. a:-1 w;'.,' .... ~ .... ::>a. < 1-Z SOIL TEST :::c (I) I-::e "' (f)W (.)I- ~ ~< -1-<-I-(I) ~ Oz -I Cf) 0. (I) 0 QC/) -I O.z DESCRIPTION w < ..J z ::::) :EO zW 0 ..I Ill ::::) al 0 -c --o 0 MH -CH R COMl?ACTED ·;FXLL: Greyish brown Expansion Test -olive clay-ex silt, moist, stiff -5 ~ top l2" (.+) dry-and loose -At 4' very -moi·st -. · ., . '. 5-~ -3 . . - 10 MH [X 18.! 99.6 \ . 10 ... .... -w BEDROCK; Olive ora.!lge brown dry -s·il tst0ne, moist -. Refusal - 15-Total depth lO' No groundwater -No caving . . - ft> , • \ - -. .. . ' . 25- . . . - 30- . . -. 35- . - 40- JOB NO.: 1426-00 I LOG OF BORING !FIGURE: 11 SAN DIEGO SOILS ENGINEERING, INC. I I I I I I I I I I I- I I 1-_- I I I I I DATE OBSERVED: 01-]Q-85 METHOD OF DRILLING: Bucket .A.uger 1400-lb. Hammer LOGGED BY: MSA GROUND ELEVATJON: LOCATION: z w >ti:' ..... 0 ... 0 ..... I-0 w ..J w~ a:(.) w ~ C. BORING NO. 9 w 0 mw :E a: ... CQ. -I.. (.) ~ CC-J :::lz w_, .... ii: ..... ::).O.. < 1-w o> SOIL TEST en 1-:E "' ::i: u5 ;: !!2< !!a I-<!: ... ::i:: Oz ..Jen C. (/') 0 Q(I) .J c.z w < ..J z ::) :E.O zW DESCRIPTION 0 .J Cl ::) m (.) (.) -c ~o WI -rn BEDRQCK: Orange grey brown -~ siltstone, moist, hard 14 19.9 105.1 -At l' very hard layer -. ~ ..... 5-rx 15 19.9 107. -Total depth 6 I No groundwater -No caving - 10- - . . - 15- . . . . 20-' I ! ' :• { -. . 25- - - . . 30- . . - - 35- . . - . 40- JOB NO.: 1426-00 LOG OF BORING jFIGURE: 12 SAN OJEGO SOILS ENGINEERING. INC. I I I I I I I I I I I I I I I I I I I DATE OBSERVED: 07-lQ-85 METHOD OF DRILLING: LOGGED BY: MSA GROUND ELEVATION: LOCATION: z. w > ..... ...... 0 I-0 ...... I-0 w ...I w~ a: u. w s 0 cow a. of BORING NO. 10 UJ ::E a: ... ... 2 u. a:...1 w .... -.... :::::, a. < ::) :z o>-u. Cl) 1-:E (/) t-w :r: ~ ... < !:: I-Cl) == ~< ::i:: ll. en 0 QC/) O;z ...1(1) ...I ::EO ll. z DESCRIPTION w < ...I z :::::, zW 0 ...I '° :::::, '° (,) (.) -o -o -MH tx BEDROCK: Orange, pale CH 16 grey, moist, hard·, top - -~ 17.9 112. - At 4' hard layer - 5-/ 12 20.8 102.' -Total depth 6 I No groundwater -No caving - 10- - - . . - 15- - - . -: 20- - -.. .. - - 25- - . - - 30- . . . . 35- . . . . 40- JOB NO.: 1426-00 LOG OF BORING \ ~, '. Bucket Auger .1400-lb. Hammer SOIL TEST brown, Expansion Test 12" (+) .. ~ ' l ~ i : \ jFIGURE: 13 SAN DIEGO SOILS ENGINEERING, INC. ------------------- (.. 0 OJ z f? ..a. .1:1,. I\) en I 0 0 r--- "'O )> :0 -I 0 r m (/) N m )> z )> ~ "'I (/) > -~ (/) 0 m Ci) 0 "' 0 ;= "' m~ z -G) G) z m m ::c C ::c !'!' zl -fi> ~ z , .. GRAVEL SAND J COARSE MEDIUM j FINE l SILT CLAY SIEVE SIZES-U.S. STANDARD 3'i4'' 11r 1 1 , , , , •• " • • • • • • • . • • • , • 100 100 i I I I I I I I I 1/4" 4 10 20 40 100 200 9011 I 11 I I II I 11 I 11 1111 I I 1 11 I I I I I 111 I I I I I 11 I I I I I I I 190 • 0 11 I IU I 1lltf'kJ 1111 U I 11 ± IJ Wlll LI I I 1111111 I I l·0 f' 10 11 I 111111 Ill I kllllll 111 I 11 111 111111 I 11111111 I l10 " "ti ' "ti m 60 '..., 60 m ::c ' ::c 0 ~ 0 m ,..,,.__ m z ~ z ~ 50 50 ~ "ti. ~.... "ti > 1--.. > "' ~i-... (/) "' ~ "' z 40 . 40 z G) . G) 30 II I I I I I II I I I I II I 111 I I I II I I I I I I II l I I I I I I I I I I I ·1 I 130 2011 I I I I I II 11 I I II 1111 I I I II I I I I I 111 I I I I · I 11 I I I I I I I 120 10 II I I I I I II I I I I II I 111 I I .. I 11 .I I I I I I 11 I I I I I I I I I I I I . I I 110 I I I' I It I I I I I I' I I I , I , I 10 0 II I I I I I II I I I I II I I II I I I II I .001 10.0 1.0 0.1 PARTICLE SIZE-MILLIMETERS BORING NO. I DEPTH (FEET) I SYMBOL I LIQUID LIMIT I PLASTICITY INDEX 2 I 8 I I 51 I 27 .01 CLASSIFICATION SC P------------------------------------------------------- ------------------- c.. 0 IXJ z f? .. ~ f\) 0) I 0 0 - '1J )> ::0 -f -0 r-m Cl) N m )> z )> r-..( "'I en > -z en 9 m G> 0 Ch 0 ;= Ch mn z -G> G> z m m ::x, C ::x, !'!' zl .. [i) OI z . ,,. ~ . ; ~ l GRAVEL SANO COARSE MEDIUM l FINE SILT CLAY SIEVE SIZES-U.S. STANDARD 3/4" 1/2" 100 100 11 I fl rrlR:lI I 11 11 II I I I II I I I 11 I 11 I I I I I 111 I I I I I I I 1/4" 4 10 20 40 100 200 • 0 ~ I 111111111 f'k 111111111 I I I 111111111 I 1111111 I I I •0 'H ao w=r I UJ w 1n I It 11 ntlll I I I 111111 I I I I 11111 I I I I I ao 10 11 I 111111111 I ~ 1111 111 f+4. 1 111 1 111 I I I 111111 I I I I 10 ......... ~ ~ ~ m 60 . , 60 m ~ ~ ~ 0 ~ 0 m ~ m ~ z ~ 50 50 ~ ~ ~ > > Ch Ch w · en z 40 . 40 z G> I G> 30II I . I I I I 11 11 I I 11 1111 I I I 11 I I I 11 111 I I I I I 11 I .1 I I I I I 130 2011 I I I I I II I I I I II 1111 I I I II I I. I I I 111 I I I I I I I I I I I I I I 120 10 II I I I I I II I I I I II I 111 I I I II I I I I I I 11 I I I I I I I I I I I I I I I 10 I I I I II I I I I I I' I I I I I I I IO 0 II I I I I I II I I I I II I I II I I I II I I .001 10.0 1.0 0.1· PAHTICLE SIZE-MILLIMETERS BORING N~. I DEPTH (F-=ET) I SYMBOL I LIQUID LIMIT I PLASTICITY INDEX 4 I 3 I I -46 I 17 .01 CLASSIFICATION ML p.____,_ ___________________________________________________ _,, I I I I I I I I I I I I I I- I I I I I PLASTICITY CHART 60 1/ ~ _,;; 50 V -CH ~ ~ -~ 40 ·~ X V w / Q Cl z -> 3.0 ,,V I--0 -MH I-(/') 20 /4 or <C OH ..J 0. / 10 7 i--V 4 CL-ML V/////// ML or OL i---I ML / 0 0 10 20 30 40 50 60 70 80 . 90 100 LIQUID LIMIT (%) NATU.RAL PLAS-PASSING UNIFIED SAMPLE LIQUID LIQUIDITY SOIL SYMBOL BORING DEPTH WATER LIMIT TICITY NO. 200 INDEX CLASSI-NO. (FE.ET) CONTENT (96) INDEX SIEVE (96) FICATION (96) (96) (96) SYMBOL " (-" 2 9 51 . 27 42 SC A 4 3 46 17 54 ML • 6 1 52 25 CH ATTERBERG LIMITS JOB NO.: 14.26-00 'DATE: !FIGURE: 16 SAN DIEGO SOILS ENGINEERING, INC. I I I I I I I I I I I I I I· I I I I I Job No. SD1426-00 Tl\BLE I RESULTS OF EXPANSION TEST (U.B.C. Method-144 psf) Test Expansion Location Index B-2@ 9' 80 B-4@ 3' 85 B-6@ l' 83 B-8@ 1' 77 B-10@ l' 70 TABLE II Potential Expansion Medium Medium Meqium Medium Medium .MAXIHUM DENSITY/OPTIMUM :,1OISTURE RELATIONSHIP (ASTM: D-1557-70) Test Location B-6@ l' Maximum Dry Density (pcf) 110.2 TABLE III , RESULT.S OF SULFATE TESTS Test Location B-2@ 9' B-6@ l' Test Location B-2@ 9 TABLE IV R-VALUE % Soluble Sulfate .0160 .0152 R-Value 12 Date: July, 1985 Optimum Moisture Content(%) 18.0 Figure: 17 I I I I I I I I I I I I I I· I I I I I :c I-C, z w 4000 3000 ~ 2000 "' C, ~ cc cC w J: "' ..... LL "' ~ ..., :I: I- C, z w 1000 4000 3000 cc 2000 ,- "' C, z BORING DEPTH NO. (FEET) 1 2 / 1000 BORING DEPTH NO. (FEET) 7 2 COHESION, ANGLE OF SAMPLE DESCRIPTION (PSF) FRICTION,o 300 21 FILL (CH), UNDISTURBED ~ /' _,.. 2000 3000 4000 5000 6000 NORMAL LOAD (PSF) COHESION, ANGLE OF SAMPLE DESCRIPTION (PSF) FRICTION° BEDROCK (MH). UNDISTURBED 500 26 / • • cc cC w :c "' 1000 / / V 0o 1000 2000 3000 4000 5000 6000 NORMAL LOAD (PSF) JOB NO.: 1426-00 · SHEARING STRENGTH TEST FIGURE: 18 SAN DIEGO SOILS ENGINEERING, INC. I I I BORING NO. DEPTH (FEET) SYMBOL 1 2 • EXPLANATION FIELD MOISTURE -------. --SAMPLE SATURATED I 1------+------+-----I ------REBOUND I .... ~ .... z Q (/) z < a. X w .... ~ ..... z 0 ~ 0 ..J 0 (/) z 0 0 3.0 2.0 1.0 0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.00 0 .... 0 0 0 0 0 0 0 0 C\I C'> ~IO JOB NO.: 1426-00 I . --. .... ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .... C\I Cl) ~ IO 0 0 0 0 0 .... (lj Cl) '<t Lt) NORMAL LOAD (PSF) ·LOAD CONSOLIDATION TEST FIGURE: 0 0 0 0 0 .... 19 I I I I I I I I I· I I I I I SAN DIEGO SOILS ENGINEERING, INC. I I I I I I I I I I I I I I I I BORING NO. DEPTH {FEET) SYMBOL EXPLANATION 2 5 ..... ~ 3.0 ._ z Q 2.0 en z < Q. X w 1.0 0 -----r--r--. ..... 1.0 i-,,._ 2.0 j. ~ 3.0 ,,... ~ 4.0 .... z 0 ~ 5.0 C ..., 0 en z 6.0 0 0 7.0 8.0 9.0 10.00 0 0 0 0 0 0 0 0 0 ,-CII (I) v It) JOB NO.: 1426-00 I • :--. ]~ r -4 L ~ ' ' i--. .... ,.. ~ \ -' .. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,-C\I (I) v It) NORMAL LOAD {PSF) 0 0 0 0 ,- FIELD MOISTURE SAMPLE SATURATED RE.BOUND 0 0 0 0 0 0 0 0 ·O 0 0 0 0 0 0 0 CII (I) 'st It) 0 0 0 0 0 ,- ·LOAD CONSOLIDATION TEST IFIGURE: 20 SAN DIEGO SOILS .ENGINEERING, INC. I I I I I I I I I I I I I I· I I I I I .... * .... z Q Cl) z < a. X w . BORING NO. DEPTH (FEET) SYMBOL 6 2 • 3.0 2.0 1.0 EXPLANATION FIELD MOISTURE ----------SAMPLE SATURATED REBOUND ---0 ~--+--+--+--::;l;~-t--H-+----t---1--1---l-l--t-+++----+---t--t--+-t-,--t--HH ~r--.... 4 t.. _ -.. ~ t- -.... . ~ r-!-~. . ........ 1.0 .....,_ .. , .. ' 2.0 3.0 "s ~ 4.0 .... z 0 ~ 5.0 0 ..J 0 Cl) z .a.o 0 (.) 7.0 8.0 9.0 10.00 0 0 0 0 0 0 0 0 0 ,-C\l C? v ll) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ... C\l C? ..,. ll) 0 0 0 0 0 0 ,-C\l C? ..,. ll) 0 ,- NORMAL LOAD (PSF) JOB NO.: 1426-00 I ·LOAD CONSOLIDATION TEST FIGURE: 21 SAN DIEGO SOILS ENGINEERING, INC. PF:DJECT TITLE: G' . .JE"!.M I TTED BY~ a, if. ,.. -T• ,i, .,, TITL .. E~ 2 4- CRC-KOLL BUILDING H, LOT 40 E~!5c)5t) FARADAY AVE. LOT 42, CARLSBAD STUEVEN ASSOCIATES 3323 CARMEL MOUNTAIN ROAD ~: ,,.. '1..-.,, APPLIED SUPPORT SYSTEMS INC. 1118 West Magnolia Blvd. Eurba~k, CA. 91506 1 E:' l ~ ( :2 l :!; ) E)4 J -2,~\(:>:i ':su JI... I.. :t l\1(3 E:.I\IVl:: .. l..CJPi:::. f;ur,1Mr-::1i:-:; '~ROPDSED CONSTRUCTION A53EMBLY FORM j_ :::::::::::·:::::.~:::::· :::·::::·:.::·::.:-::::. .,. ___ ,.,..:. -; ..... ,_ ,_ ........ " :_-:, ___ ...... :: ···--· --------.. ··-=--·-····-·-···-··-· ···-·-·-···-·--··-. ··----·· -·-·-· ······-··-·· -·-···-........ -··-·-·-..... ··-, ........... .,_,,. ............... :•.;. :·:: == :·::.:::.· :::::::.,: : .. : .. ···- PF:D.JECT TI TL.Er. cr;:C--!·:: -:]LL BU I LD I l\!(3 !··I, LOT ,:i 0 ====~==~=======~~~====~=------~=~=---====-~=~---~-----------~~=---===~~~====~===== PROJECT DESIGNER: DANIEL SAPIRD PROJECT ADDRESS: FARADAY AVE. LOT 42, CARLSBAD STUEVEN ASSOCIATES COMF'(.:i!\IY NPiME:; co1,1i::·,~1NV P1DDPEF:f: r. ST {fT'E LICENSE ,1-i: :: 3323 CARMEL MDUNTAIN ROAD DDCUMENTED . BY:: DGk[:cl: _____ 0 ---• --------- -r r·, l . \...-\ ,_.., Cl-·!Er,;t:::ED BY~ CHED<ED DATE~ PERMIT APPLICATION NUMBER: SITE DESCRIPTION (FROM BUILDING LOCATION DATA) LOCATION CODE NUMBER (TABLE 2, APPENDIX 1) L..r-7\TITUDE DEGREE DAYS-HEATING SOLAR FACTOR, S.F. CODLING T, ASHRAE (DESIGN TEMP. -78F) BU I LL I ~-JD DESCR I F"T I ON ( FBCi"'i PL.i\N~:i) OCCUPANCY TYPE CODE NUMBER GROSS CONDilIDNED FLOOR AREA. FT~ NUMBEF~ CiF FL.DDR'.:; AVERAGE GROSS CONDITIONED AREA AVERAGE WALL HEIGHT PER FLOOR. HEATING DESIGN CRITERION ST:~:iND(:.HD PEF~ FT. FL.DOF,: .. FT2 PRCJF'O'::>ED L..lc,~~ n D l () 11 a _.(.~::c? l . .J(Jt.,•.! II U H. . 47l lJc::it• II n l :I. tt • 1 ()()() ·MAX .. ALLOWABLE l.J OVERALL 13. COOLING DESIGN CRITERION CJTT\hv., • 1 f:l,, :2; 1 • 6C crrT'·-'f" • .. 1 9. 4 .. 1 o STI~NDAFrn OTT'·/ Liew •• 1 1:::-.1. \,.J n n i:)5El i JI ()()() OTT'·.)tsi •• OTT'\.-1r ti u 10,, 66 PROPOSED U OVERALL /"') 1 ~ .. .L n 23 H '7.(} 2:2., NOTE: SEE PAGE 3 OF FORM-2 FOR CALCULATION L -~ ... i u r.:::-- ._J" i .. I_} I. -, I • EL. 9. . -, J. / n -i c··-, J . ._,I/ 7-:r -t .. ;,._:,,. ~ •1 -,r••, --y oi, ,1::..,•:, If / !. .. 1.../ ., J. 7 .. -S':I. i''1PiTE.(.: 1 (.:,L.i3 Di'.-)Tf.\ FDF~l'i F;HCJPrn:;ED c:ur--1E;--r 1~(UCT I ClN (:;\3SE!''IBL Y FCJF:M 2 •<::: :-.. -:. :. • .: =:: .:. .. O ::. ::.:-:::" • .:.. < 00 -·· -• HNO ooo• .... •UO ..... OOH-·· .::, -=-•MO-...::::: ·----oM .. ·--------= = --::.., -·· -oo,:: _; .::: ::::: ==::::OH O 000 • -·-oHM oOO ·-OM-MoO ,_ o•OM -·· _., 00M0 Ooooo <HOO O •o• --, ......... o•o•o •-• OHoo .... OMO ..... , .... oMOO ..... OOOH , .. ,, .::. : ... : : .. , OMM , .... ooo OON l1-.J(..)l.L TYPE ·TYPE 1 TYPE ~> TYPE ::::; TCJT(-:1L,. P1~·J.,::,l 1 DOOR TYPE TYPE 1 TOThL. ?klcmr· 1" --w • .. ,I II CRC-~GLL 0UILDING H, LOT 40 SURFACE AREA WINTER LI-VALUE 1,320 X .Ui~ ~:, 9SH;} ,q.!l :334 9, '7Cf~: X y ,, ,. C::,62 ·., 1\ V ,.. V /\ 336 X 1.176 X 336 FT2 ·-,.·r.-:-• ,. •. ! ... "!J::.' i: i .... J -:-·c::· n i •,.J t-:1C;F· 1 r. ()() = = GLASS TYPE SURFACE.AREA WINTER LI-VALUE TYPE 1 TYPE :2 TOTt:1L ?~v~i nclm.,1 :") f'-=!'t.. .,:,_ !l I ·-'\..J ' ,.......,, 07/ r.::-,._J .. 3 !I lJ.33 F·r.:::~- 7. 6 !f 3,{l'?" I::.)() ( 1 ·J. n E:> t3) ,..t V A 1 n 1 ~~() a568 CODLING DESIGN tRITERION~ TYPE '.2 .TYPE: 3 TOTfi/._ f-lvhI11 1.0. DOOR TYPE TYPE::. 1 SU0FACE AREA S~MMER U-VALUE 1, 32(} :3!1 '=i-'(19 V r, iJ ,'38-4 X <1 !I '7(J3 FT:2 SURFACE AREA SUMMER LI-VALUE X TOTi~L T[)E.•q X 23 .. (H) X 30.00 TOT(-:;L Y 44.00 = ; a. ,-, •:J fl ..... 7. = :I.L TYF'E 1 !3UMMEF: U-·')Pil ... UE a 4,:, ) + ( J. " l 30 V A CDOL.InG T 6;, J •. t.J 6 ) + ( • ~:·d:/::l V i•. TOTAL. Awindow 14. TDT(:iL ~':\CiW DTT'vv,::::- 3!, -433 FT2 :l.3!1 472 FT2 (line 10+12+14) / (JinE~ 17) 13, .4·72 (linE-:· 16) TOTP,L 15. TOTAL COOLING 17. 18. J'OB *'' ;; E;:.;0~::iO PAGE 1 OF FORM 2 ·= ~2, l -~-; ,:;) " .~;(:) 2, -4-t:i.-::J ,. 88 TOT (-:,L. .. BTU/HF{-··F 3•, t.f,87 JI 58 .4712 f:tu/hr···-ft2 TDT,:::1L. BTU/HF:--F :.:: !I :~ 1 t.J P ;? f:; t) , .::-/2 :2 ,: ::::., 1-f E: ::~ !! 7· :-:? f.:, " () 8 C;) l !l ~~St;;}/:1 " 7() TCT,-:;L l:?.T!J/HR-F :l '.:): E~·:1~;2 II ::31.:: 1 :s, 3,:;,:::: " t3:) TDTP1~ .. BTU/HF-F '~-1 !I 7i~),. 45 (lint~, l :1.+1::+-15) Btu,'h1~-f t2 MATE~lALS DA.rA FORM "fRDPOSED CONSTRUCl"JON ASSEMBLY FQFYI 2 ..... .,_ : ... -·· ...... :. : ......... _, ..... · ...... _ ·-· ... .-..... : ...... : ........... :. ···-.............. ··-· ···-............. ··-· -·-· ·-· ··-· ............................ ···--···-... -·· .. . ··-................ ·-· --'" -..... ---.................. --~ .:,_ ··-· ............. :. ::: .. ·:: :::: ::: .. ·---= :::. ::: --::::: ::-.. -.:::: = PF:OJ :::· CT TI Tl....F :: CRC---1-::rn_:_ BU I LJ) r !"--.1(3 H !I UJT lj.(: HEnTING DESIGN CRITERION~ F:OOF TYPE:. SURFACE AREA WINTER LI-VALUE T';'PE 1 TYPE 2 () X # C)-~ ii, 1 9.. · 41 !I 88:5 FT'.2 !:W"YLIGHT TYF·E 1 TOTAL Askylgt 21 .. !:;u1::::FP1CE (.:1REt) 1, 1.62 J. :, 162 FT'.2 Uor=:: ~·:: :3; n . .q. ::::. , t) .. q. 5 F=-T :;:: . 0 :i. l"H::.~ 19+21 ) ~~~, 5(f2" 8'7 ( 1 i f!E! 24) ,l COOLING DESIGN CRITERION~ F:DOF TYPE :r'fF't::: 1 TYPE 2 Ew:v1.... I(:iHT TYF'E 1 .. ~lURF ,=1CE (.:;!=;:EP, Lj 1., f.31:n .,. .. ,, ..::.C) a TDTtiL.. P1~.::-l,yl~ .. 1t ,~\ (") .,:'.(:Jn DTTV1,·::::- 4:3 !I 045 FT2 (]. :L l"H?. 26+28) 1 :? ~:;, ~:;6c:i = t:1~:_:; (linF. .. 3:1.) TOTAL.. HEATIN~ 24. 43, 04~5 -- ( 1 :i r, t:J 23) I< (),:~f ~~; "() ... l::::: V .-"\ V /·. Mc 1. 00 II :?C) X :L II ,:)() TCJT{~L .--.-'Ii' .,::. / n SUMMER LI-VALUE COOLING T • ij.(:;-, ) + ( r.::· I r:) ,, \.JC:>\-> .. ~!-::::: , () .I.J ~=.:, (l:ln0,· 3,::-,) TOTAL COOLJNG 31. J Cl I·? 1~= ;; f:15 (; ~5 C· :J. , ~:Jit2 ... E~~.5 l, E,4:2:, B~i TCJT P1L B..,..U/HF:-F f..1f=() .. ()2 :2, 5()~ .. 87 Btu/ht--f t.2 TDT{1L BTU/HF-F c~" c1() TOThL.. PTL: .'HR-F 6~7 !i ('1-:5_3,, .:.1,\:·1 <::, ·7 !! (J33 .... 1,t-J l ::7::!~j, 3C,6 = 85 (]. j_ i-iE' L'"7+:;-!9) Dtu/hr--ft.2 MA"TEJ:..::i {'.1l....E:'l Ui'.--;"I r: FUF~M l;'F<DF'D~iED CCH'·JSTF'UCT I DI\/ (:/3Ei::MBI_ Y ::: .:::••••:.:-:. : .. :-::::, ,_: ••.: ::::: _ • .; ·., •• _,_,.::: .... :,:,, o••• ·-· ••-_, .. :::: ::-: ::::-,,::::: ,_ •• ::: ·--.. ,:: ,., __ -·-· .... , .,_ oO••• , .. _:: • .,,_ oo o 00 , .. ,, .... OMU OOMO ,_ •o-MoO OMoO --,, ... M .. O,OOM ,, .. , ooOo O»M oM O .... , 00 O• ··-, .... , .. ,o .. ,~ •OOOO OO•--• 0 H O OMO> OM-..... OOMO 00 0 -·----••• 0 0 •-•• -·· _,,o -· __ , PF:OiJFC'T . T J TL. E ~ CRC-~QLL BUILDING H, LDT 40 CA~CUL.ATION FDR FORM 1 STANDARD VS PROPOSED HEATING~ STANDARD VS PROPOSED COOLING~ [ [ + + C~ X ,, ~.?.ti-~~;) J / 0 X .OOO)J/ .,1-:::-, 04~5 X 4. :L 000 ] / J ./ a CJ E·: ~t : f) ~:; (} ~:5 c) PAGE 3 OF FORM 2 = .17G 56, 5l :7 ··-.157 7.910 :··1EP, .. i '. ·r hi-;l-,lbFl:~ .. i .. ( CUl:::.F Fl L .I. E:1\1 I PFiDPOSE:D C(JN::::1TFi'.! .. ..IC:T I CJN P,SE\EMBL .. Y FCJF:M ~:. ~: = :::= ::-: ::::: ::::. ::::: ::::: !!!'.: ::::· :.-::: :::.: :::. : .. .: :.:.: :::: :::• ::::: .. ,.: :::: •• : ... :::: :::.-: ::·:· ::::: :::: .:::::::: ;:;-_ :.:: oOOO, :::: :::: ;::; :::: ::::.: ::::: _,: :-..:. ::.:: ::::-::::: :::• ::::: .. : .. : ... , ..... ONO .. ,:: H o, :;, .. =-... N .... , ••••• OHO• :;,,, :::. 00000 0 oH •-• :::., OOUO .. ::: •• :; =.: ::::: = = :=: ::,:: = : ... , :::: :::::::: :.. ....... ON• --· PF:D.:J ECT TITLE: CRC-VOLL BUILDING H, LOT 40 t.:uul:::. ti:: l>JPil.J_ . 900 LIST OF CONSTRUCTION COMPONEN1·s: 1 • t.. :::;" PRECP1ST cm-JCF{ETE 2. R-11 INSULATION ::::. 1/4 11 REFL.ECT I 'v'E GL .. (-1SS 4 .. ' Ci" '7 _,. 0 ~ .. } " c:, / II CDDL I I\IG ~ • 68 OUTSIDE SURFACE AIR FlLM CDDL I N[i: • '.:'25 TOTAL RESISTANCE Rt CDDL H,IG :: :l 3. 72 l.J--'vALUE ( 1 /Rt) com ... 11·-m i; • 073 WGIGHT CF CONSTRUCTION TYPE~ 7!::5" 00 l b/ft2 MCF::: TDF2q::c: n (.--;,{:, l.1 n (l() l. • l. ::; HEP,TII\IG: .. :I. 7 HE,~:,T. Tl·:~r,1-.lbl·:~i::.F·< c:UEi-· I·: IL 1 LI'~-! PROPOSED CONSTRUCTION AS2EMBLY ==~=====~~=====~~--=====-=====~-----=----~~------·-·--------------------------------PF<D,.JECT TI TU:.:: CRC-~OLL BUILDING H, LOT 40 ~=========~==~~~~~-====~-===~~--------~---~=--·-------------------------~----~---- CODE#= WALL 901 \;J{"ILL. TYPE 2 -.-··--------·· .. ··--.... -, ............ ___________ ....... , .... _ .......... ---·--···---·--·----...... ______ , .. , .. -.... ·-·-·----·-.. -·····-.. ·-··-·---------.. ·----------------.. -·-··--. - • 6 • ~-/ ... , ,.. .s ~ ' ii.,.. \ ,.. ~. ,; .... I .. -~ 4 LIST OF CONSTRUCTION COMPONENTS: j_ n J. / 2 II ("7\'j:::, 11 B[!P1l~D 2. R-11 INSULATION 4. 6. 5" PRECPiST CCll'-.ICF~ETE r.:.· "-•' n I o • -, / . c1 '-'. INSIDE SURFACE AIR FILM OUTSIDE SURFACE AIR FILM COOi ... I NG r. .. 2:5 TOTAL RESISTANCE Rt COOL I NC:i:: 1.:::-., 89 U ·-',,)r~JL.. U E ( :I. / Rl: :, CODI.. H~(3 r. • 072 WEIGHT OF CONSTRUCTICN TYPE~ MCF::= -7r.o· . ·' ~.) TDi-:::,q:::: '~"'=!" . .: .. • .. ,' R-·'../P:LUE :: C .~,5 l :t " (),) I I nOW HEA·r·TRANSFE~ COLF~lCIEN1 eRDPDSED CONSTRUCTION ASSEMBLY -.... ···-... .: ···-.:::. ::-.: :::: . ...::: ::,_ ·-· ... -··-· ::: . .,_, """. -.. -.:::: ··-....... ::: :.-::: ::::: :::: ::·:: ::::-.:·:: ::::: .:::. :·::: ::::: ::::. :=. ::::: ::::: :::: ::::: ::::: :::: ·;::: ::::: :::: :::.: ::.: ........ ::: :.-::.. ;:-_ :::: ::::: ::::: : .... ::. ..... :: ::::: ::::: ==-== = :::.: :::-_ :::-... -:: == :::: ::::: = ::.: :.: :: .. -=· :::. : . .: = :!".::: •.• --- F'POJECT TITL_E:; CRC-KOLL BUlLDING H, LOT 40 ,._ .................................. --· ··--·· --·-............. -........... --..... ·-· .. ..: ::::: .. ::: :::.: :: ... :.: ..... .: .. .:.: --:::: :::-:-.::: =::: :.::: ::.::: ::::: ::::: ::-.:: :::! ::::: ::: ::::: ::::: ::.:: ::: = :::; ::::.: = :::· :::.: :::: ::::: ::::-::::: :::: ::-: ::: ::::: :-.::: ::::: ::::: ::::: :-.::: :::: :.-.:: : .. -:. ::::· ::.:: ::::: :::: =-::: :::: ::::: :.:. : = CODE #1 WALL 902 ·LIST OF CONSTRUCTION COMPONENTS: I ,t' ~ > • ·,(I / / <l , ,{r ,. "":!' • ... • n 6. 8 .. INSIDE SURFACE AIR FILM OUTSIDE SURFACE AIR FILM TOTAL RESISTANCE Rt WEIGHT OF CONSTRUCTION TYPE: MCF=.:: com .. ING~ COOL.I I'm~ corn. I I\IL7! ;: CODL .. INGt 70 .. 00 lb/ft'.2 TI.leq= ...... r.:·· II .:::-.,_,I 1 "!:i9 I .-,,, ... , I> C.1.1::. 7 1::::--\/hL..UE: II 6(:-:, • :!. 7 HE?Yf I r,JG: :I. • ~:i l HEhT I l'·m: .. 662 HEAl TRANSFER COEFFICIENT 2ROPOSED CONETRUCTION ASSEMBLY F"CJR!'-"l :3 ~~=~=~=============~=~~===~=-=======~~==~=~=~~--------------------~------------- PF~CJJEC.T TITI..E :: CRC-KDLL BUILDING H, LOT 40 ~====~-~%-~==============~~=========~=============~=============~=~===~~==~====~~ CODE#:. DOOR 110 --------------------··----------------------------------------------------------- LIST OF CONSTRUCTION COMPON8~TS;; :1. .. STEEL DOOF: 4 .. -, / fl , ... o .. r·, .. _; J:I INSIDE SURFACE AIR FILM OUTSIDE SURFACE AIR FILM TOTAL RESISTANCE Rt WEIGHT OF CONSTRUCTION TYPE~ MCF= -1. 00 .. CCJOLINL-3:: CODL..II\IG~ COOL..Il'--.IG:: 2.0,q. 11::l/ft:2 ,.25 .93 -1 r-.-,·1:::-J. 11 t_} / .__1 TD(,;;,q:::: 44 F<-·')PiLUE: HEr:)TII\IG: / 1""") II C:)C) ":I. 7 "8~! l. l. 76 Hi:'.::1:fr-. ·r F((1h!bl--LF-: t .:LH:.F F. J. CI E:l'·-11 ~ROPOSED CONSTRUCTION ASSEMBLY PROJECT -TITI...F::: CRC-KOLL BUILDING H, LDT 40 . . -·· ..... ·---·-·--..! ... : _,., ·-·· -·-.... , ................... ···-··-• -..... --..... ----•••.. ·----··-----·-..... ·-· ..... -· -. --· ..... ---·· ......... ·-· ................... ---~ .... ·--........ ' ..... --.... --.......... ··-............... ·-..... , .,_ ·-· ··----..... ·--..... ·-· ••••· .......... ·-..... --•.•. ·-..... ··- CODE#~. ROOF 751 r-:moF TYPE 1 ------------------------------------------------------.--------------------------- 4 LIST OF CONSTRUCTION COMPONENTS: 1. BUILT-UP ROOFING '.."2. 1 /:"2." PLY~,.!ODD 3. R-19 INSULATION 5. ACCOUSTIC TILE I o. "7 I n 8. r;~~I u INSIDE SURFACE AI~ FILM OUTSIDE SURFACE AIR FILM CC)(Jl....Il\lG:: r"'t1::.:- ll .,:.:, ... 1 TOTAL RESISTANCE Rt CDDLil"-JG: :n: .. l "/ -corn .... 1 NG~ -• CA3 WEIGHT OF CONSTRUCTION TYPE: 6.~iC, lb/ft'.? Mc::::: :l .• 00 7,::i . . ; i .-·, r. c,.i::. 19.00 .. 80 l. 25 1-·IFtYT" I ND:: "hl • 17 HEt~1 TI NG~ • OLJ.Ll DOCUMENTATION FORM Form 4 HV AC SYSTEMS COMPLIANCE (Complete for aach symm) (Aw. 1 5f7BI Documented by ____ _ ·Date ____ _ Pro~ Designer ____________ _ Checked by ____ _ DESIGN CONDITIONS Date ____ _ I • Building occupancy type (Table 1 of Appendix I) ••.••••. ·_..:..0_5_;;_.....:..4-_ Project utitude (Table 2 of Appendix I) ••••••.••••.•• ---="3'-'3-'--,..::;Z.;____ Heating Degree Days (Table 2 of Appendix I). . . . . . . . . . . 209 Z.. · HEATING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, Winter •· .•...•... : ..•.. Indoor Design Temperature .•..•.•..•... ; ~ . : ..... . Outdoor Air ......... ·.: ...... : .•.............. Heat Loss From Outdoor Air ..................... . Temperature of adjacent unheated spaces .• _ •.......... Transmission Heating Losses· ••.•••••••..•.•.••.... Infiltration Air ............. · ................. . He-at loss From Infiltration ..••..• · ..••. _ ......... . Ventilation Air ....... ·. _ ...... · ........ : ....... . Heat Loss From Ventilation .••••..•.•............ Outdoor Air for Special Processes. , ................ . Heat Loss From Process Air ... · ................... . Other Heat Losses (describe) ... · ......••...••...... 40#0 iO l'r°I z.. ~~ Z.t,,~ "32:6~4----- ;,. Total Heat Lo~ ••••••••••.••••••.••.•••.•••. 2, i 117 Z.O COOLING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, summer, dry bulb •.•••.... Outdoor Design Tempe~re. summer, wet bulb •••...... lndoor Design Temperature, summer, dry bulb •.•••••••• Indoor Design Temperature, summer, ~t bulb •• ~ •..•.•. Transmission Heat Gain ••••••••• ~ · .• -.•.•••.. ~ ••. ln!iltr.rtion Air . · ...••• _ ••••.•.. , ..•••••••• _ ••.•.• - Heat Gain From Infiltration •.•.••••••.•••...•...• Outdoor Air for Special Processes •.•• · ..•.•••.••..•... Heat Gain for Process Air ....•................... Solar Heat G~in Through Windows, etc. .......•....... Heat Gain From Lights, Equipment, People, etc. .....•... Heat Gain From Other Sources ••..•...••......•.•. Outdoor Air: Fixed Minimu~ "f ype System CFM Per Person (Not to Exceed Tabulated Minimum Ventilation Rares) ..... Heat.Gain From Outdoor Air .. · ••. · .• ; ....• -••• !3G a:,s ...,~ '-5 l'.204~4 --,Z<r-00:t l 70bOS""$ 6 9'b~:i - OF OF CFM Btu/Hr. OF Btu/Hr. CFM Btu/Hr. CFM Btu/Hr. CFM Btu/Hr.. Btu/Hr. Btu/I-Ir. OF OF OF -oF Btu/Hr. CFM Btu/Hr. CFM Btu/Hr. Btu/Hr. Btu/Hr. Btu/Hr. CFM/Person Btu/Hr. COOLING LOAD DOCUMENTATION (Continued) TEMPER,1l.TURE CONTROL System Utilizing Outside Air For ·eooling CFM Per Per..on (Not to Exceed 33% ofl"abulated Recommended Ventilation Rates) Heat Gain From Outdoor Air .••..•.......... Total Cooling Load ...........•................ I Z.9 IZ5'888z. ~2ofF,:r.,,4 CFM/Penon Btu/Hr. Btu/Hr. Attach m.i· . .Jfacturer's data or other, give s1;>et:ification or drawing refer-en~ which shows in detail the following information: REFERENCE (page or sheet Noj b.,. h · d r· · · : · M Fb 5 /d-f A • capa I Jty to sequence-eating an coo mg. , •••••••.. _ •...••..•..••...•••...• u-'----,-..c....- • temperature control device set point limits •.••••• -.•••.•..•••••.•.•••••••.•••. '• temperature set point range between full heating and. full cooling ..••.... · •...••.••.... • setback and shutoff controls .••. _ •.•. _ ••••••.••..••••••....•. · .•.. · ....••.. ------+-- • capability to terminate heating at 7D° F and cooling at 78° F ..•• ~ .. ·•· ~ ••..•.•.•..• : . Indicate drawing <?r specification ref1:rence where the temperature control -device requirements given below are documented. An automatic temperature control device shall ~e provided for: . · 6~r M r l 1 ~~ . PA rr A • each separate HV AC system ..•.••••.••.•••.••.••.•••.•... _ -.•..•..•..•.. •· each zone ...••.••.•••.•• _ •••• _ •••....•..•.•.•... ·• __ ••••...••......• - SIMULTANEOUS HEATING AND COOLING The following requirements apply to the use of new energy and need not be complied with when recovered energy is used to control temperatun!. In each case, when resetting h~t and cold. deck temperatures, one representative zone may be chosen to represent no more than ten zones with similar heating or t:00ling requirements. Concurrent operation of independent -heating and cooling systems serving common spaces must provide either or both of the controls given below. List reference specification page or drawing number where control requirements can be verified. -REFERENCE • Sequential temperature control of heating and cooling -systems N/A· • Automatic reset of heating temperature, to limit energy input only to that level to offset heat ioss due to transmission 'and infiltration ••••.•.••.••.•••..•..... Reheat systems -give reference specifications page or drawing number which will show compliance with the following when reheating· 20% or more of the total air in the system. · · • When serving multiple zones, controls must automotically reset the cold air supply to the highest temperature level of the zone requiring the most cooling .....•.•... tJ I A • Single zone reheat systems shall be controlled to sequence heating and cooling ...•..... _ .. OUBl-duct or multizone systems -give reference sp&cific:ations page or drawing number which wiff show compliance wii:h 'the following: REFERENCE • Hot deck temperature -must be automatically reset to the lowest temperature necessary to satisfy the zone requiring the most heating •.•...•..•.•...... • Cold deck temperature -.must be automatically resat to the highest temperature necessary to satisfy the zone requiring the most cooling ...•.........•.... Recoofing systems -give reference specifications page or drawing number which sho-ws c:omplianc;:e wii:h the following if r~ling :20% or more of the total air in the system. • Controls must automatically reset the temperature of heared supply ~ir to the lowest . temperature nece!Sary to satisfy the zone requiring the most heating ....••....•...•... • • • I HVAC SYSTEM ·RESTRICTIONS & SPECIAL .REQUIREMENTS . > • Several HV AC System types have special requirements or restrictions. In this section. the type of system used in the design must be listed and any special restrictions given here referenced to ·show compliance. Supply references to proper specifi. cations page or draw_ing numbers. Type HVAC Systems Used -List type of system to be used here (include all systems for heating or cooling in the-building) . . include reference for specifications for each ~ystem. -l.) Io, Constant volume reheat system -when serving both interior and exterior zones -separate cooling coils are required if the !;!Xterior :zone. exceeds 20% of the total air quantity through the cooling coil. REFERENCE :)UAL DUCT AND MULTlZONE SYSTEMS ~...'.:lmt.ant volume duct or multizone syrtems whid, utilize ni:w energy. to simultaneously ~eat and cool air streams whid, · subse~uently mixed for temperature .control are prohibite-d for buildings larger than 20,000 square feet of conditioned .iCI!. If used, the air leakage for dampers utilized for the mixing of heating and cooling air shall be limited to a maximum c-akage of 3% o{ the total air quantity handled by the dam 0 pers when operating at· the maximum synem press~re to which he dampers will be subjected. Manufacturer's label or nameplate shall st.ate leakage rates. REFERENCE_N~/_A _____ _ :-conomizer Cycle -For each cooling fan system, for other than dual-duct or mu·1tizone systems, which serve zones having otal cooling capacity greater than 134,000 Btu/hr or more than 5,000 CFM must have an eco~omizer cycle unless one of ~e exceptions allowed is c!aimed. REFERENCE Mrbs fl /;JA , f;h.r:;: f'1 .. 1 ~~--~---, -iectric Resistance Heating Systems -These systems shall not be used unless the total installed electric resistance heat does ot exceed 10% (ten percent) of the annual heating ~nergy requirement or a life cycle cost analysis, Form 8 .(see Sectio~ 4.2 f this manual) shows an alternate system life ·cycle cost exceeds that of _the electric resistance system. ~ive referen~e if ·ss than 10% or include Form 8 if calculating life cycle C!)st. REFERENCE~N~.~/1 ~~"------- '.ECHANICAL AND GRAVITY VENTILATION • > edianical yentilation -Dampers which are automatically interlocked and closed.on fan shutdown are required. REFERENCE 6JJ1"" t1-) I MiZ6~ p,., V-;4,-) . avity. Ve'ntilators . Either automatic or readily accessibl~ manually operated dampers must be provi~ed for aff openings the outside with the exception of combustion air openings. REFERENCE 6~'(]"" f"\ -( )WER CONSUMPTION 1:--J FANS REFERENCE · i 1.--·_1 I. J2.. -1.; _§__ .::1-. ..E--~--. j-, .2--AL-~ ASJ-:>nrtarrt volume S)'3t!lm Total Suppiy Air Quantity .. ·. 9ie£ Jlf2. 3c,~. 4-zJ)f; .~.:J±f!J. ~-3'f'{IO _-~o. _troop. JZ.00 600P CFM . F . . . . . -z. c) Inches Water Total Pres.sure of Suprly an .. ' •••••••••••••• -•· ••••••••. • ••••••••••.••• ~.. ' Total Supply Air Ouantity Adjusted for P!"cess loads ... -... -: .................... -----CFM Total Gross ~.Joor Area ...•• · •.• z~tg -~ V?'o~ :~ J,2Z2. 3 7~0 $P . .,DZ°-~ .. 3i5'.~ . J_~iO t£Cl7 Sq. Ft. Net Fan Performance lndex (FPI) •.•..... · ••• ~riable volurne sys-rem Total.Supply Air.Quantity at Maximum Flow .••.•.•..•.•............ ~ ... . Total Pre::surc of Supply Fan at Maximum Flow ...•...•.......... · ....... . Total Gross Floor·A.rea.' •.. · ..•• : •.•.•..•.•..•••..•..•.•............ · ..•.... . -Fan Periormance Index at Maximum Fl~w (FPlm) •••••••••. : •••.••••..•.•.••.•. Variable Volume Adjustment Constant ...•.••.•••.•..••••...... ~ ••... · .•..... . djusted Fan Performance Index, FPI a ....•..•....•....•. : ...•...••. · ... · · · • . · · -. Z,~, ./v ! . Inches Water Sq. Ft. CFM ~6 of Forn,4 PIPING AND DUCT INSULATION AND DUCT CONSTRUCTION Referenc~ to the piping insulation, duct insulation and duct construction requirements presented in Section 4.2 of the Energy Conservation Design Manual must be given below: / REFER ENce 6 Pie... S-ec..11 oA Ir 100 .- \ Documentation Form & HVAC Equipment Compliance "®f (~) Form 6 References giving the specification page or drawing sheet number or manuf actur-er's data must be submitted to demonstrate compliance with Division 6 of the standards. Electrically Operated Cooling System Equipment' Absorption Water Chilling: Coo)ing System Equipment Combustion Heating Equipment (Oil and gas- fired comfort heating equipment- Electrically Operated H.e_ating Heat Pumps Electrical Resistance Space Heating Equipment Requirement for Man"ufacturer's Maintenance Procedure, Full and Partial Capacity and Stand-By lnput(s) and Output(s) · Specification Reference Statement that the Building Design Substantially Complies with the California Energy Commission . RegDlations·tor New Nonresidential Buildings Standard rating capacity, Btu/hr Minimum EER (COP) Reference Heat source (check one} Direct fired (gas-oiij Indirect fired (steam-hot water} , · Minimum EER (COP) Reference Minimum combustion efficiency at maximum rated output Reference Minimum EER (COP) Reference S_upplementary Heater · Control Reference Reference for Full-Load Energy Input and Output Reference Reference MF°QS· DATA, N /.1'- J l , , ?S::olo t)Fb~ OATA: ~Pu Secflo.,,. tnw Documentation Form & HVAC Equipment Compliance Form 6 References giving the specification page or drawing sheet number or manufacturer's data _must be submitted to demonstrate compliance with Division 6 of the standards. Electrically· Operated Cooling System Equipment Absorption Water Chilling: Cooling System Equipment Combustion Heating Equipment (Oil and gas- fired comfort heating equipment-· Electrically Operated H.e;ating Heat Pumps Electrical Resistance Space Heating Equipment Requirement for Manufacturer's Maintenance Procedure, Full and Partial Capacity and Stand-By lnput(s) and Output(s) Specification Reference Statement that the Building Design Substantially Complies with the California Energy Commission Regulations·ior New f':Jonresidential Buildings Standard rating capacity, Btu/hr Minimum EER (COP) Reference Heat source {check one) Direct fired (gas-oiQ Indirect fired (steam-hot water) , Minimum EER (COP) Reference Minimum combustion effic_iency at maximum rated output Reference Minimum EER {COP) Reference Supplementary Heater Control Reference Reference for Full-Load Energy Input and Output Reference Reference 2,00,oc]C) N/A. MPb-; DArA NIA -~M [)AV{[ sfe.c .s:eanoi.\ ,s-,oo sn. 1-1-1 Documentation Form & HVAC Equipment Compliance . · ~~ti];:\· -\LJ~ "v7 Form 6 References giving the specification page or drawing sheet number or manufacturer's data must be s·ub'mitted to demonstrate compliance with Division 6 of the standards. Electrically Operated Cooling ·System Equipment Absorption Water Chilling · Cooling System Equipment Combustion Heating Equipment (Oil and 9?S· fired comfo_rt heating equipment-· Electrically Operated _H.e;ating Heat Pumps Electrical Resistance Space Heating Equipment Requirement for Manufacturer's Maintenance Procedure, Full and Partial Capacity and Stand-By lnput(s) and Output(s) Specification Ref ere nee Statement that the Building Design .Substantially Complies with the California Energy Commission RegDlations·f.or New N9nresidential Buildings Standard rating capacity, Btu/hr · Minimum EER (COP) Reference Heat source {chec-k one). Direct fired {gas-oi0 Indirect fired (steam-hot water) Minimum E~R (COP) Reference · Minimum combustion efficiency at maximum rated output Reference Minimum EER.(COP) Reference Supplementary Heater Control Refe(enc.e Reference for Full-Load Eriergy Input and Output Reference Reference {03000 , ME§ {)A1:A tJ(A I V GHV M -I Documentation Form & HVAC Equipment Compliance Form 6 References gi_ving the specification pag_e or drav-,1ing sheet number or manufacturer's data must be submitted to demonstrate compliance with Division 6 of the standards. Electrically Operated Cooling System · Equipment Absorption Water Chilling · Cooling System Equipment Combustion Heating -Equipment {O_il and gas- fired comfort heating equipment-· Electrically Operated H.~ating Heat Pumps Electrical Resistance Space Heating Equipment Requirement for Manufacturer's Maintenance Procedure, Full and. Partial Capacity and Stand-By lnput(s) and Output(s) Specification Reference Statement that the Building Design Substantially Complies with the California Energy Commission · RegDlations·tor New Nonresidential Buildings Standard rating capacity, Btu/hr Minimum EER {COP) Reference. Heat source {check one) Direct fired (gas-oiQ 1-ndir-ect fired {stearn-hot water) , Minimum EER {COP) Reference Minimum combustion efficiency at maximum rated output Reference Minimum EER {COP) Reference S_upplementary Heater Control Reference Reference for Full-Load Energy Input and Output Reference Reference MPG,s PA11\ rJ/A .Mf/.,. · ~VA .J /A ! V f'IFG,6, iATA Sf~ t~c.,;J1 o""' /Si 00 COMMERCIAL/INDUSTRIAL APPLICATION FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT CITY Of CARLSBAD APPLICATION: NEW / suILDING P.C. NO.: g7-/ ?s------------(CHECK ONE) REVISED APPLICATION NO.: 30~ ----INDUSTRIAL CLASS: ___ .... 3._t ___ ? _,_;;;~,,......::;....:;.;;;;_ __ -=;;..,..._;,-_-:,_---_-__ DATE: ~---8 -87 ignature of City Representative Corvr1KT P&.Y.},J 1 5-rBJE-Se:cfTJ 2 92.-5550 APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT A. GENERAL: I/ / /J . SITE I tA APPLICANT:_7b __ e _fu_o ..... l __ lo_111_p ..... e ...... 11 __ :y ___ ADDRESS: ,,,2 /3/ J-41/J)&y J(/1_,e, TYPE oF susINEss: ft5SgmD ( 7 £ fflln /lq/ ro&d/1t1t1 c APPLICANT'S ADDRESS: 733,\ E/lc;,-~-eer :]1%( 5_}) F I y2/// B. WASTES AND PROCESSING: # Domestic Waate Only (Check where applicable) 1:1 Industrial Waste 1:1 Industrial Waste NOT Discharged to Sewer Discharged to Sewer GENERAL DESCRIPTION OF WASTE (Chemical and Physical Characteristics of proposed waste): ----------------------- GENERAL DESCRIPTION OF PROCESS (If Applicable): ----------- C. WASTES TO BE DISCHARGED TO SEWER: WASTE: (Check One) TREATED: UNTREATE_.D_:_~-- ' QUANTITY: AVERAGE ____ GPO (Daily) MAXIMUM..----.~~ GPO (Gallons Per Day) APPLICANT OR REPRESENTATIVE OF fIRM: Ste,u-e_ '7;). ~co If ~ ----=---.....,_------~.,.,P,....r-=-i-nt,.....)......,.___,_'--'-___ _ TITLE : ;k'.ro I ·ec I-/1/11:lll A-~ f /' SIGNATURE: JA tf.M DATE: 5/8/87 --;--; ----------- es-410 Con well O Marshall & Associates 3160 Ca1nino Del R.io South Suite.217 . Sa:11 Diigo, California 92108 619-283-7217 --------------- February 21, '1986 ADDENDUM /14 To Plans and Specifications· CRC -Buildings H Series 8000 . Walter B. Conwell, Jr.; A Principal · Note: All Plans and Specifications remain unchanged except se.ctions or parts of sections added ·to, revised, deleted or. clar:ified by this addendum. Sheet C-2, GRADING PLAN Item 1: Delete: CM U retaining wall along east property line. Sheet L-1, IRR-IGATION PLAN · Jtem 1: ·· Delete: All irrigation system at soffit conditions along lines 1 and 9 between F & K. Sheet L.:.2, PLANTING PLAN Item 1: Delete: Sheet A-1, SITE PLAN . Item l: Delete: Item 2: Delete: Item 3: Delete: Item 4: Delete: Item 5: Revise: All planting material at soffit conditions along lines 1 and 9 between F & K. CMU retaining wall along east property line. Concrete mow strip along .north side of burl ding. Twp 50' flag poles and fo~tin_gs. 50' flag poles and pedestal 2"¢ ·drainage on hardscape plans 4 & 6 •. Pedestal drainage as show11 on Detail 8. • ADDENDUM_ /14 February 21, 1986 ·page 2 Sheet A-2, FLOOR_ PLAN Item 1: Delete: Item 2: Delete: Item 3: Delete: Item 4-: Delete: 50' flag poles and footings. Double p~destal wali along north side of building. 1~ • 2"¢ drainage alpng east and west side pedestal walls. Soffits at east and wesf sides between lines F & i<_ and revise vertical mullion spacing as noted. Sheet A-3, BUILDING ELEVA TIO NS- Item 1: Revise: Building elevations and vertical mtJllion spacing as noted. Sheet A-4, BUILDING AND WALL SECTIONS ltem 1: Item 2: Revise: Revise: Building wall ·sections A, B, C, & F as shown. : Building Section l as -shown. Sheet A-5, REFLECTEQ CEILING PLAN Item 1: Item 2: Item 3: Delete: . Soffits along east and west sides between lines F & K. . ~ Change: Prefinished aluminum slats at soffit focations to 5/8" exterior weather resistant gyp. board with rolled-on paint finish. · ·· Revise: Details 4 & 6 as shown-. Sheet A-11, DETAILS- Item 1: Revise: Sheet A-12, DETAILS Item 1: Delete: Item 2: Add: Details 10, 14 & 26 as shown. Details 12 & 15. Details 20, 21 & 22. _ Sheet S-2, FOUNDATION PLAN . Item 1: . Revise:· Foundation plan as shown • ADDENDUM //4 . February 21, .1986 Page 3 Sheet S-4, PANEL ELEVA TIO NS Item J: . Revise: Panel elevations as shown. Sheet S-10, DETAILS Item 1: Change: Item .2: Add.: . Item 3: Revise:·· ,.: · Concrete wall to 8" fully grouted CMU wall as shown cm Details 5, l O & 1.12. Detail t/20 for revised concrete wall at north ~,ide. Detail t/9 as shown. Sheet S:-11, DETAILS. Item l: Revise: Soffit detail il26 · as shown. Sheet E-1, E1:-,ECTRICAL SITE .PLAN ·· Item ·1: · Revise: Concrete light bollards at handicap parking spaces as shown. Sheet E-3, ELECTRICAL FLOOR PL_AN Item 1: Delete: · · -Soffit lights al,.:mg lines 1 &-9 as shown. Item 2: Revise: Electrical panel "~A" as shown. --~ ! I I j .j l---' ' • .. ·'""~ ~ .. 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' EXPLANATION I ' APPROXIMATE LOCATION OF BORING -----fill APPROXIMATE LOCATION OF CUT/FILL LINE JOB NO.: PLOT PLAN THE KOLL COMPANY CRC LOTS 40-42 · CARLSBAD; CALIFORNIA ----SAN DIEGO SOILS ENGINEERING, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY 1426-00 DATE: JULY 1985 PLATE: 1