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HomeMy WebLinkAbout2231 FARADAY AVE; BLDG 5100; 84-217; Permit\\. l. t\'V~r , , i'hereby affirm that I am licensed u.nder P 1-i j / visions of Chapter 9 (commencing with \ IJ /) j lion 7000) of Division 3 of the Business -J ( h R.,,"" and Pr-ofess!ons Code, and my license is in __ , ~\ '\I~ · full force and effect. •",;-\/ Lie No ____ _ C/) z 0 ~ c( oc c( ..J u w 0 u oc w 0 :::! ::::, ID er w z 3 0 z 0 ~ c( C/) z w 0. ::E 0 u ~ oc w "' oc 0 3 L i[ prove 1 As a homeowner I am rrriproving rry t1orne ;,nd '.re tol ow •ng cond1t1ons 1 The to sale I have !we've rwrntr1s 10 !or unde~ Sec ------~ B & I' C 0 I hereby all1rm that I ha.,-e d cert1t1cate ol consent to self insure or a certil1cate ot Wor-.,,,,ecc., Com pens.at ion lnsuranc_e or a c'ert,/1+"'-d copy thewof (Sec 380) Labor CodPI POLICY NO COMPANY 0 Copy 1s filed -N1tr the crty 0 C-ert1f1ed copy 1s hereby lu<r11shed CERTIFICATl OF EXcMPTION f ROM WORKERS COMPENSATION INSUPANCf_ /This section need not be completed 11 \hp ;w·m11 1s tor one hundred dollar<:, 1$1001 ,Jr :es<,, D I certify that 1n the perlormance ot thf' .... ork tor which this permit 1s issued I shall r,o! ,1 dr,, person 1n any manner so as to t-econH' t 11, the Wol'i<.ers Comppns.at1on Laws ot Cal1torr11d NOTICE TO APPLICANT 11 alter rnak1n~ 1h•'.:> Cefi, f1cate ot Exemption you should t:>ecornf' subje{ t t'J the Wol'i<.ers Compensation provision~ of the l_d.bo' Code you must tor1h""1tr', with <,ucr-> prov1s1ons or 1h1s permit sria.11 be rf'\d1kec1 0 I hereby dt!1rrri lhdt !hPre ,<, d '_or s1ru( t1ur' 1erid1ng c1gency 1or the pedorman( f' ol !hf' frJr which !his permit is 1',sued ,::,e, )()97 1_.~ 1 Lenders Name ____________ _ Lender"> Addres<, ___________ _ USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 1200 Elm, Carlsbaq,'California 92008-1989 (619) 438-5525 AV. .RD. NEAREST CROSS ST. BUSINESS LICENSE # VALUATION SOR PARCEL NO. CONTRACTOR CONTRACTORS PHONE # ,,,._1 r:::,.....-, ,~ I [ Vr11/_Gc,~-s---t-/c;> 'z_-J::~c-o OWNER'S PHONE ~ :> f ~ (_, • -_.,,,7~7 J• _ tz-~~ ~ 14'£:.4 Z..-955o CONTRACTOR'S ADDRESS LICENSE _NO. , PLAN I.D. # BLDG USE CODE F-" c,,,-, "1?·'2..-.. -. . . ---.,... ii.l ~ 7~4 U>, -so. c.',4. LICENSE# ~;8000 STANDARD PLAN# OESIGNE A'S PHONE .u. Ji~,:;;. -.Dao -!tb--uf t~o {AM/Vo D~L--rto 5. CENSUS 1 RAC I GP l AND USE PARKII\JCJ SPACf:: QTYI PLUMBING PERMIT ISSUE EACH f-lXTURt TRAP / I EACH BUI LUING Sf','ITT _______ t --------------- EACH WATER HEAT FR AND OR VENT ----- EACH GAS SYSTEM 1 TU~OUTIETS EACH GAS SYSTEM 1 lJR MORl EACH INS I A~ Al Tm REPAIR WM rn PIPE ___j_ EACH VACUUM B~E_A'Si_f1_ I WAHRSOfTNfR 1 ~ 11 /\CH H!IIII 'IR,W, , 11[ · J_ I lJ 1 ;\ I PI I I \18 IN L QTY. ELECTRICAL PERMIT -ISSUE NtWCONSI Ei\AMPS'.',1 I PH f X IS T b L D l, E A AMP.' SW T I PH ______ l PH REMOllEL Al HH Pl H C'HCUIT ------- It I ,EMPPIJLE JOli,\MPS 1 OVcR!UUAMPS Tl MP OCCUPANCY ·30 \JAYSI T il l ,\ I F l l I, I H IL A! I --+- --l-- l-- - _j__ R%' -~ 1/' GRADING PERMIT ISSUcD y D ND F, P F-LR ELEV. ,C "O REDEVELOPMENT AREA ,1 " ''--' QTY. MECHANICAL PERMIT -ISSUE INSTALL FURN --c;--~ ----~ ' -T BOILER 1COMPRESSOR UP TO 3 HP ---------------+------~-------------t : BOILER COMPRESSOR 3 15 HP -~ * HEATER .,- 5~,.,_ SfOi'Al;E TMKS 11!1Co STGRA!;E I (ll r1 A\ r:H[cV fEE -~ ~-t'. -+-- -~ -' I .-ii TO I 1\1 SOI AR NO ST01S TYPE lJ 3-- _j_ Nor Valid Unle<s Mach,ne Certtl,ed SUMMARY/ACCOUNT NUMBER BUILDING PERMIT SIGN PERMIT PLAN CHECK TOTAL PLUMBING ELECTRICAL MECHANICAL MOBILEHOME MOBILEHOME PARK INSP SOLAR SI RONG MOTION FIRE SPRl)IKLERS PUBLIC FACII ITIES FEE BRIDGE FEE SCHOOL FEE -DISTRICT Carlsbad ' Encinitas San _D1egu1tll _ San Ma·cos LICENSE TAX 01-00-00-8162 01 00 00 8220 01-00 00-8221 01-00 00-8806 -~ --- 01 00 00 8?f? 01-00-00-8223 010000·8224 01-00-00·822:1 01 00-0[1-8226 80 92·33 0519 01 00-00-8227 32 00 00 893) 80 92-21 0519 80·92 22 0519 80-92 23 0519 80 9?-24 Oo19 -+---- M-FF 80:92-57-0519~"2,_'3_ yJ;aJ~ CREDIT DEPOSIT ------j , TOTAL FEES PAYABLE -z.,..--- I HAVE CAREFULLY EXAMINED THE COMPLETED· APPLICATION AND PERMIT" AND DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUED TO COMPLY WITH ALL CITY. COUN'1Y AND STATE LAWS GOVERNING BUILDING CON- STRUCTION. WHETHER SPECIFIED HEREIN OR NOT I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT Expiratwn, Every permit issued by the Bu1ld1ng Official under the provisions of this Code shall expire by l1mitat1on and become null and void tf the building or work authorized by such permit ts not commenced within 180 days from the date of such ~~~~~n°:d i~t t~~y ~~~l~Pte~~h=~~r:~~hc°~~~de~le~~~~ :~~~~dl~,s~agedna~~d or * AN OSHA PERM:T IS REQUIRED FOR EXCAVATIONS OVER 5' O" DEEP ANO DEMOLITION OR CONSTRUCTION OF STRUCTIJRES OVER 3 STORIES IN HEIGHT ~,wrs 'GNATURE ,,. :~~~ OWNERD CONTRACTOR BY PHONE 0 BY ~ (!) lL c ~ 0 o_ E QJ I- D 0 ('.) C re 0 o_ o_ <t ! "" C [l_ 0 rn <f) (!) <f) rn <t I ;;: .2 QJ >- ({) ({) (!) 0 2 [l_ re cu 0 ':::'. (!) 0 C re C lL C QJ 2:' ('.) 0 0 (!) o_ ({) C (!) .c ~ .... -. ....... __ TYPE I I DATE INSPECTOR BUILDING I - FOUNDATION I \ A/, le. 1t I I £-A REINFORCED STEEL I I iJ/'"TIJT rr--- I MASONRY I GUNITE OR GROUT I FLOOR & CEILING SUB FRAME I I SHEATHING D ROOF D SHBAR -. /.'I':\ FRAME I s., f )J._ -I. \f:::/'Y I -/ -.. ., EXTERIOR LATH I ' ..------· ------------------------~ ';54 .. ;)./ 7 -· s,oo FIELD INSPECTION RECORD REOUIRFD SPFCI L INSPECTIONS INSPECTORS NOTES ~ 1NSPEc~1o_N c~;~ ~~i'~~ ~~MP!:ANC [ ---- ~ 1' N S~P~E ~C-T_O_R_'.:"_, ~~D-A_T_E--; ::::Z:--r ,. .-· ·- -~E,D ~~APP_F<C)V_~-'-====1 /l.)(_ ... i,lL:.~ ""'-':)((..I,/ 0 . -~lL~·--t9' (,ti,._' T."?, ·2_ ~ .__ ·-~½t ~~ 7 -_, ···-·· -r FOUNDATION INSP ------------· -t---STRUCTURAL CC1NCRFTc OVER ?000 c'Si ! i J I / / ; -. --I I~ ·"-· t¼ 7,<-zt?f::-. ; ,~ -, I I I INSULATION /'..-~,.--,,') I INTERIOR LATH & DRYWALL /2,/Jr/ef ~-l~~ I f'HESTRESSED CONCRETE 1 +------POST TC Ne ::~,.NEC + -·--,.-- I -··+~ i----------j I~ c,./EC1"<EP A40M o"'//41CTtJJIIN.. i!DIS1NE,J;i/{ / F T#I <;l<,E,~ i · POPr10,.; op "-'"-"-~ E-JC~//'J&, _ 0.~r e,,= _ I f:Jw'-e:);A,t~ S4A,l!J -""'~ ~~ A,cv~ :To ,, /,~ ..,,,,_1,..,,-,N-1,S ~ lfl5 ~ IT /:;. NO/" A/~ .. .3/"'Y ~ I r I I PLUMBING I SEWER AND BL/CO D!PL/CO I I UNDERGROUND D WASTE C WATER TOP OUT D WASTE D W~TER TUB AND SHOWER PAN I GAS TEST I D WATER HEATER D SOLAR WATER I ELECTRICAL I D ELECTRIC UNDERGROUND [frQFFER ~/J#if A A ,h /'> ROUGH ELECTRIC I r I D ELECTRIC SERVICE D TEMPOFjlARY D BONDING D POOL I ----r------------ I MECHANICAL I D DUCT & PLEM., D REF. PIPIN~ HEAT -AIR COND. SYSTEMS I VENTILATING SYSTEMS I '. I I CALL FOR FINAL INSPECT~~N WHEN ALL APPROPRIATE ITEMS ABOVE HA V BEEN APPROVED. FINAL I PLUMBING ;.1µ6 ELECTRICAL 6(4/"'" ,I / A_,_r' ' MECHANICAL ~-,. ,-,.£ 1,/1,,//. R.--A . GAS -, • A,,l·r/ V /1 . -. ~ SUILDING t I I / I I SPEC!AL CONDITIONS I --I I t::uNCR["l - -------~----- V It-I[_) ~"i~L '.)l~C; I --------------------r· - Hl·,iH '-;'qE,\'(;f._. I h(J: ;c; I -------- ·, f t ( I,-\ '.! ,\ 3,JC,Y I i ---+----·- I ---t- ---------------!-----\ ! ~-f' " ,, . - I t-----------J ~--+--7 1 ---------+------- -----~---------- ~----------------- ---- ------------- --!------- --..--------+----·--- I I , i L I I . ~ I i ~ i I L_ ______ ---L_ --~--- ~eE> I .:J r-~ <2 ~:('1 ~, C£'c/~ L<..,.1 p~-rw.)Arl-'-~~o r---f'~/()l't-/,Jjpt:lc-:,:'ft'/\J' , ! ! ! "•------------· ---------~-~-,., -----------. ' To: ENGINEERING, FIRE, PLANNING, UTILITIES FINAL INSPECTION NOTICE -./ __ ,// ,--------··-·.. ~-:------y/.--;,~·~ ~I I N Address .:?.::? 3~ .:Z ~ 3 ~~-..f. 3 J Plan # ,f'(-?--/ 7 S P1t1<ll .f 1'1 y ,, . . : Type of Construction , )/b/ / .j/ {? ~--,<.; _-L/-3:P-~-(j /4/t:, ~ - /1>J_,j $111;:;;, lh. No~~~i::._ I ' -Dat: i 7,S-es Approved~ -v ~ ~ Date Appro\/ed Date) I :zs/rr Approved . J Date ApproV!,)d Comments=--------'--------.......... ----- IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS, IT WILL BE ASSUMEQ-IT-IS OKAY TO FINAL R E Q u E s T '-~ .... --___ .. ------------------.... ----·- -f City of Carlsbad .,. 1200 ELM, CARLSBAD, CA 92008 • TEL. (619) 438-5525 r , .. .:,T c; Of-1_,,p l"-L,·.;t':t:.'l>.~ Job ~1 •. I w. Address !fUJ....,,,,._,,_. L-- Owner 7...., ·Hf'.:: k--11 L ~--G~f',t1 P.c-, t--\Y (I Mailing _ ... -p---, e l I Address / ;':';• "":X.-.;> t;.::~ /~. \ u,~ £:: f ... ~:--D ~ -' i ,,..,., ...._.. If J. -...,.-ii\.___ \¾ City _ . C)lf:-(.c:O l~~Z 11 I Tel-Cj'"Z. r-,: ,.:.~ 5/ •"'--~ .~' :;,, :, ,_ ' ContraeJ,!1-\ :-fe""' ~::::l..L-Cot--:t ~t\.. \-\ 'f Address ' • 1 ·SA,\-·\f-::. City I Zip Tel. State Lie. City S. Class,!. Lie. No. COMPLETE FOR PLAN CHECK ONLY LEGAL DESCRIPTION k )\ fs o'f: c.A-'f.:.(_".f::P--A_O . li~~a-NO el ... lO ~ MAO }:,,·~~'~o I f ' ASSESSORS PARCEL NO. DESCRIPTION OF WORK 4 6t-\ E 1---L--O{=F/C,/Z I J..i ,6{-fT. I .. t'/0F. BLtJ0 _ . .. PLAN ID NO. ' _Psi i/1 DESIGNER ADDRE~s <:::o\...\ WEf-L--..... l"-1.AeS/-IAu . ii 3lGO ?°?1-\MltJO Df]:.(_. /?10. bP, PHONE 41 ~ /7 ~ . 01(;.hc:;;:, ~ 'Z I r..?e ~~-12.rz · ' CONTACT PERSON -:f)A\J 10 l2... \/A~t:S;Jc_J{;;.7 -,,. -... ~ =r __ I)_ 1? /2/2 --;; /. .. r· 0!, ~ : .';/ ,, Signature of Applica~/~W~ -;,. . ·!'late~ // 'f$ 4 _.;--' \. ·-r· ---- MISCELLANEOUS,.\ RECEIPT MISCELLANEOUS FEE RE~~lf;r'~ :~: D * PLAN CHECK FEE 01-00-00-8806 D VALUATION >D DEMOLITION D HOUSE MOVING D PARKS AND RECREATION FEE D PUBLIC FACILITIES FEE D SCHOOL FEE · DISTRICT ,o Carlsbad D Encinitas D San Diego D San Marcos D CERTIFICATE OF OCCUPANCY n n n /} ,, . I ... \ ' ., ·-..--:-.. ~ ,. .... ': i ' n ~) r"1 -1 /8li>h n 'VO tiD ~ "1 I n~ t -, D D D ~g'tSfOL D ' "'I t I .. ~,...., ,· /' ' --· ,_ ~ I_ '1_,o ".J TOTAL FEE $_::?tit;!~ *WARNING: .PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED, ARE FORFEITED T-0 THE CITY. COMMENTS: I .) Whifu -Applicant Yellow -File Pink -(1) Finance (2) Data Process Gold -Assessor I I _,.,. ti APPLICATION.FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARLSBAD ,-·; SE ~·~': ~·: ~· ' I ENGINEERING DEPARTMENT ·' '' .i:JI,. ,,.,".. 438-5541 ' ' ISSUED BY FOR APPLICANT TO FILL IN ., DATE ISSUED BUILDING -I ,~ ,-J I ~ .; '"\ '•. ADDRESS -. ~ ........ i ,' '\ ... -; -_. _,11.. >~ VALIDATION OWNER ,_ ... ',J .. L.;:.::-\;:_{ ( .. · \~ t :.:.: t. J...'\ k-,_\--\ ._:.._t. l _..._ I \j,. t- I ' ·7 :-: t -, c·H.~-fH( CC !-'~ MAILING ' '\: t \ ,::-.;:: ' · Lt;· ADDRESS ".::-,1\; \ ' (. .J\ ,:.-J .-, i .. ·' . , LATERAL CHARGE COMPUTATION CONTRACTOR t-' _,:.;'lL ~c ·t---i:._ T. ::.: "::·, ~ STANDARD 4" (Max. H. 30', v. 10') ' OVER 30' H. @ FT. CONTRACTOR'S ~7~ ~ / ~ ' •·'.a"""-F 'i' ir:~ 11-.. )r:. ,;.. '· -• . -,,.1_ -f--L-, OVER 10' V. @ FT. ADDRESS STANDARD 6" (Max. H. 30', V. 10') OVER 30' H. @ FT . NEW BUILDING \.{ . I EXISTING BUIL_DING I OVER '10' V. @ FT . LEGAL DESCRIPTION , •. , TOTAL CONSTRUCTION COST r .L..-, 7 r· -r \ / __ .., / ·) ' SERVICE CHARGE {REPAVING ETC.) ./\ : -'. ' -TOTAL LATERAL CHARGE ' / ... -i-I ,; --' REMAR-KS: ti l. r: "-\ -,.,, ·/· .. /' /\··· "": /' ' ') LINE COST DATA -_.. I . ...., I //·· I . • -\ ,< . -.,., ASSESSMENT DIST. NO. '/..//::..... ' . :,;;.,.·~ ' I -,;.. .. _f ..... ,.. FRONTAGE COST PER FT. TOTAL ._. ;;::: ,:: l'LI f " ...... -& ~ ,···r;;:; -./ i OTHER -. - LATERAL LOCATION CONNECTION FEE ~ I I ~ (/) (/) NO. UNITS ' ._:, COST PER UNIT TOTAL I"'\ r " PUMP STATION FEES \..1,1 \.. l/ NO. UNITS -COST PER UNIT TOTAL I .. -I ST. TOTAL CHARGES (LATERAL ETC.) LATERAL NO. INSTALLATION DATE WHITE: Engineering GREEl'J: Finance YELLOW: Sanitation PI_NK: Building GOLDENROD: Permitter PROFESSIONAL REGISTERED INSPECTIONS, INC. 1pne . 1NsPEcT0Rs wee KL v R~PoRT pe 1-t1.3-4&; No. I ~~~1'Z~EOKN ••••••••••• !..~.l.!. .. ~.l..t..'f. ...... , 19 ••••. 7895 Convoy Court San Diego, California 92111 Ph 292 0660 / COVERING WORK PERFORMED ii REINFORCED CONCRETE 0 STR~CT. STEEL ASSEMBLY 0 GLUE• LAM. FABRICATION WHICH REQUIRED APPROVAL BY 0 PRE•STRESSED CONCRETE 0 REINFORCED GYPSUM D OTHER THE SPECIAL INSPECTOR OF D REINFORCED MASONRY 0 PILE DRIVING ···········•········································ JOB AOORESS ~'3/ BUi;:;;;RMIT NUMBER' PLAN Fl LE NUMBER ?1J-1Zt1-TJIJ.'( AvG. .. C fr,2-, .. s 13 Ir 1) . OWNER OR PROJE:CT N.AME , ARCHITECT ~,()41,,7 j:3 /f)) 1Z e5GM-C* C (3,-.,-rbL . L.:)LJWG I..L N ,:J-/2'fi H-r-1 Ll-/ifs5~e-~ CONSTR:MAT'L. (TYPE, GRACE, £TC:.) DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER le )·/-19-/U /l-;,-; "p ?~ ;;:;:;;;;~l:;d:;7;~;;~;;~~:~/ wli::T;;D GENERAL CON TRACTOR Ufi-k o t-<--Com P /4-N"j_ CONTR. DOING REPORTED WORK ~, ~G-i P/2-us~ £;-t2., LAB. RECEIVING & TESTING CONSTR. MAT'L. SAMPLES · . f t2{ J J.J '-· INSP'N. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. DATE INCLUDES INFORMATION ABOUT -AMOUNTS OF MATERIAL PLACED OR WORK PERFORMEOl NUMBER, TYPE, & IOENT. NO"S, OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE, H.T. BOLTS TORQUED) CHECKEO; ETC, 1/ !t/lft1 /n;; PPc. r-t:;1) ' t"'_o µc/2. GrG ~ t.-lrCI~& I.(.) I .u rc-/2-/l)J'Z._ PG1t../mG-~ I f/H2-r 0.1= l?t-D~, Qoo r)-t--L 6' ,e:. 3L---i>~. S};t!'P .. r I fl-1 u .t; , jJ. /JJ /u /-hvf> ~ A~r .E re5re,,'/L/A.JD~, ""ti 1-2-~ (2 G ,.P/2.-1;-5 ,G IU -r.1 /VC. er:::> .,u c.£ G-rr... /? L-19-C-G@ Iv f:d u rff E /f,::;-r co e ,._, G-rZ-0 F i3 '-D"-.' & :;..o cJ I - ' ~ : ; --;: ~ I jp-~ I ([l.f '' I ,/'P o/ ' ----TT~ fv{ - ' ' ' ' ' ' i ! ' : I ' ! : - I I ' C ' I : ' i ' l CERTIFICATION OF COMPLIANCE ~A •• ~~ I hereby certify that I have inspected all of the above reported work. Unless otherwise noted, I have found this work to comply with the approved plans, specifications, and applicable sections of the govern· ~/ ;;invE OF REGISTe~~rR ing building laws. DATE OF,AEPORT REGISTE~ NUM9E'R f~1LJrt~~JU~1Al ltt::]~ J i:..i1l:.!J 1r1~( .tL 1 lU,1~, / INSPECTORS WEEKLY REPORT i~G. , u.:.;;i -...;invov ~urt San Diego, C.alifornia 92111 Phone 292·066 COVERING WORK PERFORMEO WHICH RS:OUIRE:C APPROVAi. 3Y 0 REINF'ORCl;;;C CONCRETS: CJ PRE•STRESSEC CONCRETE C REINFORCS:0 MASONRY Center No. 3466 FQRWE:S:K ENOING ;;JN 11-30-84 ···-·, 19 ..•. C STRUC1'". STEEL. ASSE:MBI. y j"'"! REINF'ORCE:0 GYPSUM !__: F'lt..S: ORIVING C GL.UE. I.AM. FABRICATION Qg{OTl-lER ............. Ra.Qfin~.·-··-············ au1i..01NG ?EAMaT "'ifl.JMBERI 84-217 ?\..AN Ft L...£ NUMBER ARCHI TEC1" ConweJ.J.-:~2.rs0.a2.J. & Associates CONS TR.MA T"I.. LTYPE:. ;.RACE. CTC.l OESIGN STRENG TH SOURCE OR MFGR. ENGINEER Kan~ &.Associates GENERAi.. CONTRAC1"0R Type II, three ply glass The Koll Co. CONTR, OOING AEPORTEC WORK Ply built-up roof I.AS, RECEIVING • TESTING CCNSTR. MAT•t.. SAMPI.E.S PRI, INC. INSP'N. CATI: L.OCATIONS OF WORK INSPECTEO, TEST SAMPt.ES TAKEN, WORK REJECTED, JOB PRO BL.EMS, PROGRESS, REMARKS. ETC. 11,.-c:1.uce:.s IN ... ORMATION ABOUT-AMOUNT!! 01' MA TERI Al.. PI..AC:EC OR WORK PERFORMED. NUMISER, TYPE.• IOEN T. NO"S. 01' TE!IT SAMPI..E.S TAKEN; STRUC:T, C:ONNEC:TlON!: lWEl..0!: MACE, H.T. !!IOI.TS TOROUEO! CHEC:XEO; ETC. 11-3 Inspected placement of remainder of cap sheet on buiiding 5100. CERTIFICATION OF CCMPUANCS I h.,.ay canify mat I line i~ al of me ataawe r9'1Qrtad -ric. Uni-omenwia noted. I hne found tttis wmic ta camply with me _,pnn,ed plans. SIMCificatians. and ..,.:iiicaale actions of Ute gawem- i119 building laws. 7895 C.Jnvov C.Jurt San Diego, C.:.lifornia 92111 INSPECTORS WEEKI. Y REPORT No. 3466 FOR WE'.E:K E'.NOING ON Phone 292·066C -·· 19 •.•.. COVERING WORK F'ERFORME'.0 WHICH REOUIREC APPROVAL. BY THE SPECIAL. INSPECTOR OF 0 REINFORCC:0 CONCRE:T'e: CJ F'RE-STRESSEC CONCRETE C REINFORCS:C MASONRY C STRUCT. STEE:L. ASS EM Bt. y C REINFORCC:C GYPSUM C Gt.Ue:. I.AM. FABRICATION L_; F'lt.S: ORIVING ~ 0 "fto~f Application ················-----··-············ ~OB 40CRES:S 2231 Faraday Ave., Carlsbad ?\.AN Fl t..J:: NUMBER 84-217 OWNER OR ?RO~S:CT NAM&: 4RCHI TE:CT Carlsbad Research Center Conwell-Harshall & Associates CONSTR.M•T"t.. lTYPS:. (.R~CE. CTC:.l ICESIGN STRENGTH SOUR CS: OR MFGR. ENGINEER Kahn & Associates GENERA'-CONTRACTOR GAF specification 101-MN The Koll Co. CON TR. COIN<. REPORT EC WORK 3 ply minimum membrane Parra & Sons· · 1..AB. RECEIVIN<. 6' TESTING CCNSTR. MAT"t.. SAMPt.S:.:S PRI, INC. INSP'N. DATE L.OCATIONS OF WORK IHSPECTEC. TEST SAMPt.S:S TAKEN, WORK REJECTEC, JOB F'ROBL.S:MS, PROGRESS, REMARKS. ETC. IN"C:t.uoe:.:s INfl'ORMATION A80UT-AMOUNTS 011' MATE:RIAI. Pt.AC:S:0 OR WORK F'l!:RFORM!!:O: NUM8ER, TYPE.• 10e:NT. NO"S. 011' TS::ST SAMP!.E.:I TAKS:N: STRUC:T. CONNEC:TION:S (WEL.0:S MACE. H.T. SOL.TS. TOROUEOI CHEC:KEO: ETC:. 11-26 11-27 Building #5100 -CRC -Koll Co. Inspected roof membrane application per abov~eferenced specification, except materials are Owens.Corning Glass base sheet, finish sheet and cap sheet. Weight approximately the same. Also inspected welded connections between roof diaphragm angle braces and embedded weld plates in pre-cast tilt-up wall panels. Welding completed on building #5100_ and started on #5200. Application of roof membrane continues on building #5100. Cl:RTtFICATtON OF COMPLJANCS I h-ao, canify mat I ha1NI ir--=rad •I of the abawe re,xanwd -ric. Uni-othffWi• notad. I ha1NI found tnis waric UJ C:OfflJ'IV wi1ft Ute ~im,,,ed l>lana. soecificatians, and a,,plic:llale actians of the gawem- i119 building laws. ±±-:-30-84 ·,. CATS: OF ~EPOFIT R&G:s-srt N•.IMOER . I ".,J ... ' . . ~~ . ' .•, .. , !. .. '·! ·1 .:.-: ·-:.. ;'J. :--.:i :',."'-.:;; .·.: ·r • _i ~ i: .. ~ ... ,! ; ' '-. PROFESSIONAL REGISTERE:J iNS;:::C710NS. INC. PHONE 292-0660 ___ """ 7895 c:::nvoy court:, san d:ec;o. c:a,iforn,a 32'!11 INSPECilONS • TESilNG • ENGiNE::;::;iNG TEST REPORT JOB NO. 3466 CRC --Koll Multis JOB ________________________________________ _ ADDRESS __ F_a_r_a_d_a~y_A_v_e_._,_c_a_r_l_s_b_a_d ________ PHONE ____________ -:---- OWNER ___ K_o_l_l_C_o_m-pa_n_y ______________ CQNTRACTOR _K_o_l_l_C_o_. ________ _ CLIENT ___ K_o_l_l_C_o_m-"p_a_n"""y _______________ ENGINEER ___ Kl_:i_an_A_s_s_o_c_i_a_t_es _____ _ ARCHITECT _c_o_n_w_e_l_l_M_~a_r_s_h_a_l_l_A_ss_o_c_i_a_t_e_s _____ _ BLDG. AUTH. __ c_i_ty_o_f_c_a_r_l_sb_a_d ____ _ INSPECTOR Norman Hartell PERMIT NO. 83-217 PLAN FILE ____ _ FIELD Concrete Jil 2 3 SAMPLE OF: 1r ' ' LOCATION OF SPECIMEN IN. JOB OR STRUCTURE: :Middle of ·N. Side, Closure Strip MIX NO. 50-0005 MADE BY· Norm 5.4 sk 3" PROPORTIONS SLUMP Pozz 344 DATE MADE 11-20-84 ADMIXTURE · . TYPE OF CEMENT II DATE RECEIVED ·--ll-21 84 CONC. SUPPL! ER Pre-Mixed Carlsbad Pre-Mixed~ Carlsbad TICKET NO. 104868 AGE TESTED DAYS SPECIMEN MARKINGS DATE TESTED AREA -SO. IN. ULTIMATE LOAD -LBS. . UN IT STRESS .:.., PSI ' -- SPECIFIED STRENGTH AT 28 DAYS PSI SOURCE OF ROCK .. . .. . . .. . . . Norman·; Hart·e11· . ., .. INSPECTOR SIGN LABORATORY TEST DATA · 7DAYS DAYS 11-27 28.28 . ::-· 62000 .. , . -: ,: . : . ~ . 2190 28 DAYS 4994~) . :: :-::.- ,: i'2-18 .. ;: 1 05000·· _ ~.~ . -:.··· ~ · 171 n 3000. 14 DAYS : .. A • 0• --~·· ~ :.::~ • 49q50 · ... ·· -~ . : --. :(" ~~ J KHAN ASSOCIATES . J_ • 17581 Irvine Blvd. Suite 211 t SHEET No ___ ...._ _______ oF _______ _ rusr1N. cAuFoRNIA 926so CALCULATED BY ,l r"? s DATE 1 ('zA/ <c+: (?.!,9-731-7211 -""""--'-"-"'"'------~=---~"-1--- JOB CA<.C,,-K.o LL .., £/2i,·i :i~,/0,; · ,· 1'.:: n ,,,,,...,...:--;:: --~ CHECKED BY DATE /X·-:::, ,,.,--~~--·,:: _ -~ scALE ne1-b ise\1.1 s 1 oN _u_i{S~~, .... :!l1i2j'#\i t 1 1 I : , : t 1 . 1 : i : : , __ J._L-J,~ PJ>.1; \; ~---J'····•; -; •1 . ; -, . , --·-·-.--,--~-·----;----· , -··, --t-.~--1'=-, --t-~f :; °-+='ji'-J/ ! L--'tt'i--R:i<J ~r€~·s1·~ -! ' , 1 . i i . • l 'I i. t\·' \....._--i-----1---1--------------+--,-+----,..---,-+----t ~.:_ 1--:--! t i-.f ! . rt · · ~--+~~if ~Lt~--i-~!~r-/--!-_;,_J.J_~.L~1~ ; +--+-+--1--,-:-~---,.--~--i ! ! 1---J...-4----e--l--+--+-\··---,--+--f---t--;---;-- ' i. ' _.,_! _· ____ , __ _ l i . f : ~ ! l---l---i---l---!--+--+--+---+~--1:-·--'---,--t-f __, 1-.-;..--1-__:1--_:___....;....--1--.--+: __ .... i'----1--+------+-·-i. ! t---+-,. ----!---+---+--; ........... ~_;~ ............ !-------, ! I J,:.· ,, I ,, L 1.- 1 I ; l i I I J· I I ! t ! . i I ! i I r ! I . ! f l !: ! I r ' l r- 1 I. I D IRVINE SOILS ENGINEERING, INC. Irvine, California 92714 (714) 540-7733 -4692 ,. SAN DIEGO SOILS ENGINEERING, tN·c. San Diego, California 92111 (714) 268-8266 D HIGHLAND·GEOTECHNICALCONSULTANTS, INC. San Bernardino, California 92408 (714) 884-8828 # Summary TI2 '· •. AF?eA o,p ;Foon ,::::1,-:.rS er-. " 1:1§-lft.P t±of::¼E __ _ , ~· .;.· ,, ·:. <:_· .i ·.:; i c;,pi-lP,u·,r ·H€-PP , yo ·J:tA.vf:;.. ··· -L~ :tv~@±.IA:t,..;... \ ·~U40v_ep. p~16{A r:0/~16,RRfe ~~,:·fa ,, '' ' ----------·-........:.· ._;_...,.......,._ __________ __,, ___ -,--_ . .,...· _.....;...,...."-:-·--· .;....... _ __,,..., ___ .. ....,.._·.· ~; :· . . ,' ~ ,. : .·.·· ... ,.:· I ,. ,., ,··., -;; ' . " ., ,,, ' Equipment Working i· =: .. _,;...._ __________ ,.... ------------------,-;, Weather ________________ , *·. ,_-----~----~------.. , . f '. l / . .f, .• ~· . . ' , __ i-· ,' . '·. ,.·; -·.. . t. f./ ~,r·--._ .• -;..__., .. _ _.........._ t"'-J" ,1,1/ f "'-,...,....,,.r:::-.~ ... --'~---~ ·' ' _ Na;.ne ._:Reg OT -Name ·:Reg OT fU :,· . . 1 ' .. i KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 73_1·7211 ___ , --+-' --,;---...;-..-.;...---;~-- , :.--J, :.:_:. 1 ·· 1· .. ' -JOB · ~~ Ml...-MUk11 1'2 SHEET NO.---------OF------- CALCULATEO BY DATE ______ _ CHECKED BY DATE 7 .. ?;;>/ .. f¢ SCALE : ' >*':-l--c-~7-:-Wif""~--GJA~-~l::~l'l-:'"'J-r+r--~: : - ·----, --·f-:i,__,~-,~r~r-"f-{"f Hf6;-~=r1x·rf-~i Eeth}L~'~F~ - l'IOlll.Cl20&-I /Ni!:s?J/1,c.. G1«oo. Ila 01&7L I ~ ,.._ ~-~------------------------------ r KHAN ASSOCIATES 17581 Irvine Blvd. Suite H2 ll TUSTIN, CALIFORNIA 92680 Phone 731-7211 To ~'llD V,A~UB'Z RECEIVED AU!j t, I 1984 CONWeJ..l-~ttAU. -4 A~au. ~ ~VlD, JJ11@ll1J(J,(/J) LETTER Date 8,--z-t-84-- Subject bf-? f<..o(-l, 11\.U~r, ~ f bf .. -'Uf Jl,w~ t-~+t~r ir:, fo Gl:ihf J-rn,,, our f.<:-/.-? p~ Llvi,,V.e,r4'~U),,v' OW ~' ~I /'1,i31-. 1 if {#~ 4~d~ t::vt tvr~t f1 me +tvt-r db .r.e.t n ftrrct~ ba~ frlYW f-,t',, ~r ~y~w ~u. he GoJ/1,fo~w,1'~ fo M>fM A, tt,Jr;;;;, &r-'<-d-e, &o. f ~~or ~maCkr <;ltal[.. 1 h.e-. u~ cot l:JT?u:k-4-o. · ~... uLL Vvi£ if-<-[ ou, ..l...,,..u ~ 4t it.,UL;f(.,(1,,v . . . 4rnCL.rar, . Ple;i;;e reply .),(i_N_o _rcP_'v_n_er:_P.s_s;:i_rv ______ s_lGN_ED_\/4_~ __ 2/.-+[_n_~.--·----i • .•• ,., ;: .\, : 1• ,... ,., '• •• , In, t;,.,t('n Vllf'\"t f'l,t"(l . "' ~ .J . ! ' l I ·! j_) ~-·_,-::.::.-=~-· ..,._~ ~:::..; . ..::. :::-=-'·-· --. -· .. __ I ___ __. v1 RI 'Cq 3466 ~ -"JO. CP,C --Koll Nultis JOB _________ ......,._:------------------------ ACORE~ Faraday Ave., Carlsbad ?HONE OWNER Koll Companv C::NTRAC70R Koll Co. c: . .JENT Koll Campa-av ENGlNE:R Khan Associat_es ARCHITI:CT Conwell Marshall Associates BLDG. AUTH. City of Carlsbad INS?ECTOR O.B. Hagan PERMIT NO. 84 • 217 ?V.N FILE_ FlELO SAMPL-= OF: Concrete LOCATION OF S?EC!MEN IN JOB OR STRUCTURE: Panel 1116 52-5092 MIX NO. ______________________ MACE BY Dan Reid 5.4 sk PROPORTIONS ___________________ SL.UMP _____________ _ ADMIXTURE ___ .._P...,o...,zz-3,._4_4 _____________ CATi: MACE 10-10-84 TYPE OF CEMENT __ T_y_pe_r_r _____________ CA TE RECEiV~ 1_·0_-_17_-::-_8_4 ______ _ Pre-Mixed Concrete Co. Carlsbad CONC. SUPPLIER -----------------SCURC= OF ROCK ________ _ TICKET NO. ___ 0_9_5_5_2_2 ____________ _ INS?ECTOR SIGN O, B·. "Hagan LABORATORY TEST CATA AGl: I ESt !:O OAYS -,OAYS OAYS ~OAYS S?EClMEN MARKINGS I 49560 I 49561- I I 11--07 .. CA TE Te..t::TEO 10-17 . AREA -SO. IN. I I 28 .-28 I ' .. ; I· ·2 s···:· 2·s' . . .. ";. t . I I . . ULTIMATE LOAO -LBS. -83000 io1ndo UNri STRESS -PSI I I 2935 I 3570 S?EClFlEO S'iRENGTH I I I I . . AT 28 OAYS -PSI 3'000 . ClSTiiIBUTICN: The Koll to. City of Carlsbad ... OAY~ - 4956_2· HOLD .. . .-.-:~ ~~~:_: . . .. ,.-. ·-.· .. ~:.:: •"':-· '.: .;. -. -· .. -·· · ...... .. -. . . . ·: :: :· ··_:·:--: . \" ---. . ·--:-=. .. .. .· -:-• .. .. . -··-.-. -.. --·---. -· . ·-.• c. :~i~?=,l?f i'!f?i 2~iii( -.. ...... -..... -: •• --.. ~·R< ENGiNE:R V -----··.·· PxOFESSJO~AL R~B;STERED lMS?EGTJONS, I?i C. 7895 Convoy Court San Diego, California 92111 Phone 292-0660 INSPECTORS WEEKLY REPORT COVERING WORK PERFORMED WHICH REQUIRED APPROVAL. BY THE SPECIAL. INSPECTOR OF JOB AOORESS 0 REINFORCED CONCRETE D PRE-STRESSED CONCRETE D REINFORCED MASONRY Faraday Ave., Carlsbad OWNER OR PROJECT NAME CRC --Multis I ~~~l~~EOKN .•••••• !L:.9}.::-.§..~ ........... , 19 ••••• I D STRUCT. STEEL ASSEMBL y 0 REINFORCED GYPSUM CJ PILE DRIVING LJ GLUE• LAM. FABRICATION fl OTHER ........ we 1 din.& ...................... . BUIL.OING PERMIT NUMBER! 83-217 I PL.AN Fl L.E NUMBER ARCHITECT Conwell Marshall CONSTR.MAT'L.. ITYPE, GRACE, £TC:.) OESIGN STRENGTH 150URCE OR MFGR. ENGINS:ER Khan Associates GENERAL. CONTRACTOR #7018 welding rod Koll Co. CONTR, OOING REPORTEO WORK Ed Hawkins ·weldine !..AB. RECEIVING • TESTING CONSTR. MAT'!... SAMPL.ES . PRI INC. INSP'N. CATE L.OCATIONS OF WORK INS?ECi'ED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS. ETC. IN.CL.UCES INFORMATION ABOUT-AMOUNTS OF MATERIAL. PL.ACED OR WORK PERFORMED: NUMBER, TYPE,• 1CENT, NO'S. OF TEST SAMPL.ES TAKEN: STRUCT. CONNECTIONS (WEI.CS MADE, H.T. SOL.TS TORCIUECI CHECK EC: ETC. ' 11-02 Inspected welding of wel~ plates and angle iron joinins tilt-up panels on ·west half of building. Welder: CERTIFICATION OF COMPLIANCE I henttJv canify that I have inspected all of th• above reported work. Unlea otherwise notad, I have found this work to comply with "the approved plans, specifications, and applicable actions af the govern- ing buildim,1 laws. Cary John.son, Cert"# 3987 I RECEIVED i ! NOV 131984 ! CITYiOf CARLSBAD fluHding Department s ~fliBR"nPltS ~'R_R'EGISTI:RE~ 17ECTOR 11-02-84 ~SD 84 ____ D_A_T_E __ O_F,--.,,.R-:,E-:,Pc-,Oc-,R~T=--/ A E G: S ~ E. f;" N 1~ MB E R \ PROfESSJOiiAL R~B~STERED lHSPECTJO~S, lNC. 7895 Convoy Court San Diego, California 92111 Phone 292-0660 INSPECTORS WEEKLY REPORT COVERING WORK PERFORMED ~ REINFORCED CONCRETE WHICH REQUIRED APPROVAi. BY O PRE-STRESSED CONCRETE THE SPECIAi. INSPECTOR OF O REINFORCED MASONRY JOB AOC RESS ,:;;..;2.3/ Faraday Ave., earlsbad OWNER OR PROJECT NAME CRC -Multis No. 3466 I FOR WEEK ENOING ON .•••• ll:-::.09:::£t4 ................. , 19 ••••• 0 STRUCT. STEEL ASS EM BL y 0 REINFORCED GYPSUM 0 PILE DRIVING U GLUE• LAM. FABRICATION 0 OTHER ················•·····•··•··•·•••·•······••·••••••·• BUIL.OING F'ERMIT NUMBER! 83-217 I PLAN Fl L.E NUMBER ARCHITECT Conwell Marshall CONSTR.MAT'L.. ITYPE, C.RAOE. ETC.I OESIGN STRENGTH I SOURCE OR MFGR. ENGINEER Type II Cement Khan Associates DESCRIBE MAT•t_. (MIX CUIIGiN, RE•SAft C.AADE. Mf'C.11., W£LC•IIOO, ETC:.} GENERAL CONTRACTOR 6 1/2 sk all Pozz Koll Co. INSP'N. CATE 11-06 CONTR. OOING REPORTEO WORK Riley Presser Concrete L.AS. RECEIVING • TESTING CONSTR. MAT'L., SAMPL.ES PRI, INC. LOCATIONS OF WORK INSPECTEO, TEST SAMPI.ES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS. ETC. IN°CL.UCES INFORMATION ABOUT-AMOUNTS OF MATERIAL. PI..ACEC OR WORK PERFORMEC: NUMBER. TYPE, £r !CENT. NO'S. OF TEST SAMPL.ES TAKEN: STRUCT. CONNECTIONS IWEI..CS MACE, H.T. SOL.TS TORQUE:Cl CHECK EC: ETC. Inspected placement of rebar and concrete in pilasters Prepared three (3) ~ompression test cylinders. for building 5051 & 5052. . p),; /rn,/t:r . . ·· fl1Y- : -~/J, / CERTIFICATION OF COMPLIANCE I hereby certify that I have if1Sl)Kted all of the above reported work. Unlna otherwise noted, I have found this work to comply with the approved plans, S1MCifications, and applicable IKtions of the govern- ing building laWL . PROFESSIONAL REB,STERED INSPECTIONS, INC. 7895 Convoy Court San Diego, California 92111 Phone 292·0E INSPECTORS WEE KL y REPORT PllJ,J;-3, COVERING WORK PERFORMED WHICH REQUIRED APPROVAL. BY THE SPECIAL. INSPECTOR OF JOB AOORESS :__J REINFORCED CONCRETE :J PRE•STRESSED CONCRETE ;°l REINFORCED MASONRY No. ~~~,~~E;N .••••••••••••• LQ.i..(.f. ... CJ'/:. .. , 19 ~RUCT. STEEL. ASSEMBL.Y _; REINFORCED GYPSUM PIL.E DRIVING ARCHITECT :J GL.UE • L.AM. FABRICATION :...J OTHER .......................................................... PLAN Fl LE NUMBER CONS TR. MAT"L. (TYPE. GRACE, &TC.J DESIGN STRENG TH SOURCE OR MFGR. ENGINE:ER K,' fl-H A.J /4-s 5 .::ic - DESCRIBE MAT•t... (MIX 0£Sll;N• RE•6AR C.AAD£ t. MP"GR •• WEL.O•ROO. E.TC.,J GENERAL CON TRACTOR INSP'N. DATE D'-L--6 µ,;; 7) ~. CON TR. OOING REPORTED WORK -t::" I LAB, RE:CEIVING & TESTING CONSTR. MAT'L. SAMPl..ES PeL/AJe-. L.OCATIONS OF WORK INSPECTED, TEST SAMPL.ES TAKEN, WORK REJECTED, JOB PROBL.EMS, PROGRESS, REMARKS, ETC. INC:t..UDES INFORMATION ABOUT -AMOUNTS OF MA TERI AL PLACED OR WORK PERFORMED: NUMBER, TYPE. & !DENT. NO'S. OF TEST SA PLES TAKEN: STRUC:T. CONNECTIONS lWEt..DS MADE. H. T. BOLTS TORQUED) CHECKED; ETC. bO -'T;: r~ ,-',l..c) c L/P> CI:RTIFICATION OF COMPLIANCI: ~ I hereby cartify that I have inspected all of the above reported wo~. , _ ~ ~ Unless otherwise noted, I have found this work to comply with the ' ~ q/ • approved plans, specifications, and applicable sections of thtt govern•/ ~ /i ;IC.NATURE OF REGISTERED INSPECTO_R ing building laws. \ ''*, t/ / cJ~ 9 / jY J': 4,J,.,, ~ ,,, CATE OF REPORT REGISTERNUMBEF . . •.. -- l=FiOF:SS!ONAL FiEGiSTER:O INS?:CTIONS. INC. PHONE 292-0660 ___ ... 7955 convoy cour-t:. san c:1,ego, cai1for-nia 92111 INS?ECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 3466 CRC --Multis JOB _____ -.:,;"""'"-::=;-;-----------------------------z>z3/ ACCReSS ___ F_a_r_a_d_a_1_,_A_v_e_,_c_a_r_l_s_b_a_._d _____ _ PHONE OWNER ____ T_h_e_K_o_l_l_C_o_. __________ _ CONTRACTOR Koll Construciton · Cl.lENT ____ T_h_e_K_o_l_l ___ C_o_. __________ _ ENGINEER Khan & As so cia t·es 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 __ BLOG. AUTH. City of Carlsbad . INSPECTOR O.B. ·Hagan . PERMIT NO. 84-21 7 PLAN FtLE FIELD SAMPLE OF: Concrete LOCA TlON OF SPECIMEN IN JOB OR STRUCTURE: Panel /19 Slab 5100 MIX NO. 52-5092 MACE BY Dan REid --------------------PRO PO R Tt ON S ____ 5_._4_s_k _____________ S l. UMP _____ 4_' ·_' _· _______ _ ADMIXTURE ____ P_o_z_z_3_4_4_2_5_._6_5_1_b_s_D_a_v_i_s_8_0_8_4 __ CATE MACE ___ 09_-_1_4_-_8_4 _____ _ TYPE OF CEMENT ________________ CATE RECl:lVEO . __ 0_9-_1_7_-_8_-4 _____ _ CONC. SUPPLIER __ ·_P_r_e_-_M_ix_c_o_n_c_r_e_t_e_c_o_._. ______ SOURCS OF ROCK _ca_r_l_s_b_a_d _____ _ TICKET NO~ 089435 INSPECTOR SIGN _·_o_. B_._H_a_g_a_n _____ _ LABORATORY TEST CATA DAYS 70AYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 49076 49077 49078 CATETESTEO 09-21 10-12 HOLD AREA -SQ. IN. 28.28 28.28 ULTIMATE LOAO -LBS. 62000 115000 -~ 2190 V/Tl'a UNIT STRESS -PSI 406, SPECIFIED STRENGTH 3000 AT 28 DAYS -PSI ClSTRIBUTION: The Koll Co •. City of Carlsbael PROFESS~O~AL REB~STERED INS?ECTlONS, INC. 7895 Convoy Court San Diego, California 92111 Phone 292-0660 INSPECTORS WEEKLY REPORT COVERING WORK PERFORMED WHICH REQUIRED APPROVAL. BY THE SPECIAL. INSPECTOR Ot" .108 A0DRESS Faraday Ave, Carlsbad OWNER OR PR0.IECT NAME Carlsbad Research Center ~REINFORCED CONCRETE D PRE•STRESSEC CONCRETE 0 REINFORCEO MASONRY Na. FOR WEEK ENOING ON ·-·• #19 ••••• D STRUCT. STEEL. ASSEMBL y D REINFORCED GYPSUM 0 PIL.E DRIVING 0 GL.UE • LAM. FABRICATION 0 O'THER BUii.DiNG PERMIT NUMBER Pl.AN Fl 1.E NUMISER · 84-217 ARCHITECT Conwe J 1 Marsha 11 C:0NSTR.MAT"I.. (TYPE. GRACE. CTc.r DESIGN STRENGTH SOURCE QR MFGR. ENGINEER Kahn & Associates GENERAi. CONTRACTOR Koll Construction C0NTR. CQING REPORT.EC WORK I.AB. RECEIVING • TE.STING C0NSTR. MAT"L. SAMPI.ES PRI, INC. INSP'N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPL.ES TAKEN, WORK REJECTED, JOB PROBL.EMS, PROGRESS, REMARKS. ETC. IN'CI.UDES INFORMATION ABOUT-AMOUNTS OF MATERIAL Pt.ACED 0111 WORK PERFORMED; NUMBER, TYPE.• tDENT.NO"S. OF TEST SAMPI.ES TAKEN; STIIIUCT. CONNECTIONS IWll!:LDS MADE, H.T. !!IOI.TS T0ROUEDI CHECKED; ETC. 08-15 Took three .(3) cylinders for tests --no special CERTIFICATION OF COMPLIANCE I hantrv Cllrtify that I haft i~ all of the above repartlld work. Uni-otnerwi• noted, I have found 'this work to comply with 1t1e ~Praved plans, specifications, and applicable actions of 'the aow- 1ng building laws. · • i inspection required. I I· l r L I r l I ' ' • r ' I I I. PROFESS~O~AL R£BlSTERED JNS?ECTlONS, INC. 7895 Convoy Court San Diego, Califor,nia 92111 ' Phone ' 292-0660 INSPECTORS WEEKLY REPORT COVERING WORK PERFORMED WHICH REQUIRED APPROVAi. av THE SPECIAi. INSPECTOR OF a:REINFORCED CONCRETE 0 PRE-STRESSED CONCRETE D REINFORCED MASONRY .JOB ACCRESS .:2 a.al Varaday ~ve, Carlsbad OWNER QR PRQ.JECT NAME Carlsbad Reseerch Center No. 0 STRUCT. STEEi. ASSEMBI. y D REINFORCED GYPSUM 0 PII.E DRIVING 0 GI.UE • I.AM. FABRICATION D OTHER BUIL.01NG PERMIT NUMBER Pt.AN FII.E NUMBER 84-217 ARCHITECT Conwell Marshall & Associates C0Nl5TR.MAT'L., (TYPE, GRACE, 1:TC,l C~IGN STRENGTH SOURCE CR MFGR. ENGINEER Concrete f'c = 3000 Kitan Associates QESCRIBE MAT•I..• 4MIX DCSIAN, IIE•aAR GRADE • MP'GII•• WEl.0-ROD• ~TC:.J GENERAL. CONTRACTOR Rebar ASTM 615 Grade 40 slab on grade, Koll Co. CONTR. COING REPORTED WORK only Riley Presser.Concrete, INC. L.AB. RECEIVING • TESTING CCNSTR, MAT'&.. SAMPL.E5 PRI, INC. INSP'N. DATE 1.0CATIONS OF WORK INSPECTED, TEST SAMPI.ES TAKEN, WORK REJEC,-ltC, JOS PROBI.EMS, l=ROGRESS, REMARKS. ETC. IN.C:L.UCES INl"ORMATION ABOUT-AMOUNTS OF MATERIAL. PL.ACED OR WORK PERFORMED; NUMBER, TYPE,• 10ENT,NO'S0 OF TEST SAMPL.ES TAKEN; STRUC:T. CONNECTIONS lWEL.DS MACE. H.T. SOI.TS TORQUED) CHECKED; ETC. 08-27 ·Ins~ected placement of rebar and concrete in slab on grade North half of buildings 5100 & 5200. Prepared three (3) concrete test cylinders. 08-29 Inspected placement of rebar and concrete in slabs on grade South half of buildings 5100 & 5200. Prepared three (3) concrete test cylinder~. og-30 Inspected placement of rebar and concrete in slabs on grade North half of building 5400, Northeast quarter of building 5300. Prepared three ( 3) concre1::e. test cylinders. 08-31 Inspected placement of rebar and concrete in slabs on grade South half of building 5400 and Northwest quarter of building 5300. Prepared six (6) concrete test cylinders. CERTIFICATION OF COMPLIANCE I haniby certify that I haw i""111Cffltd all at the above repcn·111d woric. Uni-otherwia noted, I have found this -rte to comply wiUI the •Prowed plans, IPIICificati-, and applica~e actions of the govern-ing building laws. RECEIVED SEP 71984 CITY OF CARLSBAD Building Department .. OATE OF HEPOF>T AE.G!S•Er-NUMBER ·., .. INSPECTORS WEEl<L Y REPORT COVERING WORK PERFORMEO :zlX'1 REJNFORCEO CONCRETE WHICH REQUIREO APPROVAL BY LJ PRE•STRESSEO CONCRETE THE SPECIAL INSPECTOR OF LJ REINFORCEO MASONRY .JOB AOORE:SS Faraday Ave., Carlsbad No. 3485 7895 Convoy Court ~ San Diego, C;lifarnia, 92111 ?hone 292-066( FOR WEEK 09-15-84 ENOING ON ··--·. 19 .•• ·. n STRUCT. STEEL ASSEMBL y CJ REINFORCEO GYPSUM 0 GLUE• LAM. FABRICATJON 0 OTHER 0 PILE DRIVING ····················-····----··········· BUII. .. OING PERMIT NUMBER 84-217 PI..AN Ft 1..E )"UMBER OWNER OR PRO.IECT NAME ARCHITECT CRC -Multis Conwell Marshall & Associates CONSTR.MAT•t.,.(TYPE.<-RAOE.l:TC.I OESIGN STRENGTH SOURCS: OR MFGR. ENGINEER 3000 Pre-1-1ix Khan & Associates Design-Mix 52-5092 Rebar 40 & 60 <iENERAI.. CONTRACTOR Koll Construction CONTR. OOING REPORTEO WORK Riley Presser Concrete, INC. 1..AB. RECEIVING • TESTING CONSTR, MAT•t.. SAMP!..S:.S PRI, INC. INSP'N. DATE LOCA."1'.IONS OF WORK INSPECTEO, TEST SAMPLES TAKEN, WORK RE.JECTEO, JOB PROBLEMS, PROGRESS, REMARKS. ETC. IN'C:1..UOE.S IN .. ORMATION ABOUT-AMOUNTS OF MATERIAi.. PI..AC:EC OR WORK PERl"ORMEO; NUMBER, TYPE,• 10ENT,NO'S. 01" TE.ST SAMPI..E.S TAKEN; STRUC:T, CONNEC:TIONS (WEI.OS MACE, H,T. SOI.TS TOROUECI CHE:C:KE:C; E:TC. 09-14 Inspected rebar placement and concrete pour in wall panels on slab #5100. Three (3) test cylinders made. CERTIFICATION OF COMPLIANCE I hanby cartify that I hawe i~ 1111 at the above r~rtlld woric. Uni-ottlerwise noted, I hne found this wortc to comply with me approved, plans, SIMCificatians, and applicable teetions at the ;avem- ing building laws. . . . J:lROFESSlONAL REGISiEREO INS?ECT!ONS, lNC. -PHONE 292-0660 ___ "" 7995 convoy CCUl"'1:. san d1egc, cai1fcrn1a 92111 INSPECTIONS • TESTING • ENGINE:i=llNG •.. TEST REPORT JOB NO. 3466 CRC Multis JOB _____________________________________ _ ADDRESS __ F_a_r_a_d_a_y_A_. v_e_, _c_a_r..,l_s_b_a_d _______ _ PHONE OWNER ___ T_h_e_K_o_l_l_C_o_. ___________ _ CONTRACTOR Koll Construction-Co. .. Ct.IENT ___ T_h_e_K_o_l_l_C_o_. _______ ~----Khan As s o c i a t e.s : ENGINEER BLOG. AUTH. City of Carlsbad - r ARCHITECT Conwell Marshall & Associates· INSPECTOR O · B · Hagan . PERMIT NO. 84-21 7 PLAN FILE __ _ FIELD SAMPLE OF: Concrete MIX NO. 50-0014 PROPORTIONS 5.7 sk ADMIXTURE Pozz 344 TYPE OF CEMENT Type II LOCATION OF SPECIMEN North Half of buildings IN JOB OR STRUCTURE: 5100 & 5200 slab on grade MADE BY D. Madden SLUMP 4 II. DATE MADE 08-27-84 DATE RECEIVED 08-30-84- CONC. SUPPLIER · Pre-Mixed Concrete Co. SOURCE OF ROCK TICKET NO~ INSPECTOR SIGN O.B. Hagan LABORATORY TEST CATA AGE TESTED DAYS 7DAYS CAYS 28 CAYS DAYS SPECIMEN MARKINGS 48766 48767 48768 DATE TESTED 09-03 (o) 09-24 HOLD • AREA -SQ. IN. 28.28 ULTIMATE LOAD -LBS. 72000 UNIT STR ess -PSI 2545 SPECIFIED STRENGTH 3000 AT 28 DAYS PSI DISTRIBUTION: Koll Co. · City of Carlsbad ENGINEER r PROFESSIONAL REGlSiEREO lNS?ECTIONS, INC. . PHONE 292-0660 ___ ,.. 7895 convoy cour-t:. san d1ego. cai1for-n1a 92111 INSPECTIONS • TESTING • ENGINEEi=ltNG ... TEST RE?ORT JOB NO. 3466 CRC --Multis JOB _____________________________________ _ ADDRESS ___ F_a_r_a_d_a_}_' _A_. v_e_, _C_a_r_l_s_b_a_d _______ PHONE _____________ _ Th K 11 C Koll Construciton OWNER ___ ....... ~e,_;;.·~0;.;;..;; __ ~o ........ ___________ coNTRACTOR ___________ _ Ct.lENT ____ T_h_e_K_o_l __ l ___ C_o_. ______ ~----ENGINEER ___ K_h_a_n_&_· _A_s_s_o_c_i_a_t_-e_s __ 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_. BLDG. AUTH. City of Carlsbad INSPECTOR 0.B. "Hagan . PERMIT NO. 84-21 7 PLAN FILE FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN Slab on grade, South half IN JOB OR STRUCTURE: of buildin.,{s 5100 8! 5200 MIX NO. ____ 5_0_-_0_0_1_4 ___________ _ MADE BY D. Madden PROPORTIONS __ 5_._7_s_k ____________ _ SLUMP 4." ADMIXTURE ___ P_o_z_z_3_4_4 ____________ _ CATE MACE 08-29-84 TYPE OF CEMENT_T_y_p_e __ I_I ____________ _ CATE RECEIVED 08-30-84 CONC. SUPPLIER __ P_r_e_-_M_i_x_e_d_C_o_n_c_r_e_t_e_C_' o_. ___ _ SOURCE OF ROCK TICKET NO~ 085375 INSPECTOR SIGN 0.B. H::igan LABORATORY TEST DATA AGE TESTED 0AYS 70AYS DAYS 28 CAYS DAYS SPECIMEN MARKINGS 48769 48770 L~B 7 71 CATE TESTED 09-05 09-26 HOLD AREA -SQ. IN. 28. 1.8 ULTIMATE LOAD -LBS. 7.8000 UNIT STRESS -PSI 2760 ly SPECIFIED STRENGTH 3000 AT 28 DAYS PSI DISTRIBUTION: The -K-oll Co. . City of Carlsbad RECEIVED SEP 101984 CITY OF CARLSBAD Building Department ENGINEER .. . INS?:C-:-ORS WEEKI. Y RE?CRT. c::ve::RING "#ORI( P!;:RFORME:0 WHICl-4 R!!:QUIREO APDl'!QVA'-3Y TM!; SJ:11'.!C:!A'-IHSJ:11'!:~R OJI' .. am 400RIC.:ss.22"3/ ~ Faraday Avenue, Carl.sad CRC --Multis fi R!!:INJl'ORCll:O ~:NC;,f!!:-:"''.!: j""'. Plll!!:•STRESSJ!O C:NC:=tl!:-:"?: I_; i:tl!:INfrORCZ::l .. ASOH"'Y I N,s. 3466 .._. __ -•l"''...,I Y ,.._w(i,,. ~ • .n ,Ji eqa , :::..1i form;i 92"! 1'1 >i1"one Z92-06€ -=r:r1 .-.,;;::;:,.,. 09-28-84 '::NCING _::-, STR\JC-:". STE:!::!.. ASSC:Mel.. 'f' i:tE:JHFORCZ::l G"!'P'SUM C <:L.;,JJ! • !...AM. i=4BRIC.4TlON C OTl-41!:R Conwell Marshall .;0NSTR.MAl'"t...,TYPli: •• R•Qi.oi;TC.JIOli:.Slc.N .STRltNGTM,.SQURC:·;..·OR ...... ,.., ,.,.. .. ,,.e;i;;,. Concrete 3000# Pre-1'11x Khan Associates #52-5092 --3000# Koll Co. wt Davis 8084 (color) Riley Presser· · 4" Slump I.Am. RltC:i:IVING .. T"l!:.STING C:0NSTR .... AT"t... .SAMPI..= PRI, INC. INSP'N. DATE l.0C:ATIONS OJI' WORK INSJ:11'!:C:-:-~O. '?"EST SAMPt.ZS "I" AICEN. WORK RCJEC:-:-~O. J.08 PRCBL.S:MS. P"'OGRl!SS. Rl!MARKS. E"T't:. IN-C:L.UCU INl'O .. MATICIN ••ouT-AMOUNTS 011' .... T'll:l'IIAI,, l'tl...4C:l!!:C 0" WO"K JltC .. l"Ol'IMl!:C; NUMaCJlt. TY,.11:. • 1011:NT.No•s. 011' ,.~,. SAM,.1..0 "T'AKKN• s-r .. uc:-r. C:CNNCC:T'IONS tw,u .. os hlAQJL H.T. !IOI.TS TO,.CIUICCI C::MCC::)(ltC: c-re: .. 09-25 Obse~ed rebar inplace and concrete being placed and finished at tilt-up panels for building #5200 Panel #6 --3 cylinders taken. 5200 Panel #11 & 12 5100 Panel #5 C:HTJFIC-"Tl0N OF CCMPUANCS I II_.,,, canify 1ftu I ,_ i~ al at tt1eaaaww,epa1ted-... Uniaa altlarwia mnad. I ,_ fauna tnia wmK tit Clllffll!liV widl 1M -~-p1-. saei:ific:inians. ,IIIQ ~licaM .ai-at U'I• pem- i1111 buildin9 1--., . : ~:-.. . , RECEIVED OCT 31984 . . CiTY OF CARLSBAD. Building· Department . .o ... r.;: OF "'EPOl'IT -...... -'"-::.· ~. ··-~ -• ... - PF!OFESSIONAL REGISTERED lNS?ECTlONS. !NC. PHONE 292-0660 ------a 7895 ccnvoy CCUl"'1:. san chegc, cai1fcl"'nia 92'111 INSPECTIONS • TESTING • ENGINEEFilNG TEST REPORT JOB NO. 3466 JOB CRC Multis :2~'.31 -f E>J Carlsbad ADDRESS Faraday Ave, ----~---------------PHONE _____________ _ OWNER The Koll Co. --------------------CONTRACTOR Koll Constructiorr Co. .. Cl.JENT The Koll Co. --------------------ENGINEER ___ K_h_a_n_A_s_s_o_c_i_a_t_e_.s ___ :-·. ARCHITECT Conwell Marshall & Associates· BLOG. AUTH. __ C_i_t_y_o_f_C_a_r_l_s_b_a_d __ INSPECTOR O' B · Hagan .PERMIT NO. 84-21 7 PLAN FILE~ r =~~,;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;~~~~;;,,;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;..:;~~~=;;;;;;;;;;;;;; ,. FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN North Half of buildings IN JOB OR STRUCTURE: 5100 & 5200 slab on grade MIX NO. _____ 5_0_-_0 ___ 0_1_4 ____________ MADE BY __ D_. _M_a_d_d_e_n ______ _ PROPORTIONS ___ 5_. 7 __ s_k _____________ SLUMP ______ 4_"_· _______ _ ADMIXTURE ____ P_o_z_z_3_4_4 ___________ DATE MADE ___ 0_8_-_2_7_-_8_4 ____ _ TYPE OF CEMENT. Type II DATE RECEIVED ----------------------------- '· :. CONC. SUPPLIER __ . _P_· r_e_-_M_i_· _x_e_d_C_o_n_c_r_e_t_e_· _C_o_. ____ SOURCE OF ROCK __________ ,· r TICKET NO~ INSPECTOR SIGN __ o_._B_._H_a_g_a_n ____ _ LABORATORY TEST DATA AGE TESTED DAYS 7DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 48766 48767 48768 DATE TESTED 09-03® 09-24 HOLD AREA -SQ. IN. 28.28 28 ?R' ULTIMATE LOAD -LBS. 72000 86000 -~A 3040 _,,~~/ UNIT STRESS -PSI 2545 v" SPECIFIED STRENGTH 3000 AT 28 DAYS -PSI DISTRIBUTION: Koll Co. · City of _Carlsbad F=FIOFESSIONAL REGISTERED tNS?!:CTIONS. INC. ___ .. 7995 ccnvoy cour-1=. san d1a;;o, cai1fcr-nia S2ffl PHONE 292-0660 INSPECTIONS • TESTING • ENGINEERING TEST RE?ORT JOB NO. 3466 JOB CRC Multis Z:t.:31 -f 3J Carlsbad ACCRESS Faraday Ave, PHONE OWNER The Koll Co. CONTRACTOR Koll Con s t r u c t i o n· CLIENT The Koll Co. ENGINEER Khan As s o c i a t e.s BLOG. AUTH. City of Carlsbad .. ARCHITECT Conwell Marshall & Associates· INSPECTOR O. B. Ha·gan . PERMIT NO. 84-21 7 PLAN FILE FIELD SAMPLE OF: Concrete MIX NO. 50-0014 PROPORTIONS 5.7 sk ACMIXTURE Pozz 344 TYPE OF CEMENT Type II LOCATION OF SPECIMEN North Half of buildings IN JOB OR STRUCTURE: 5100 & 5200 slab on srade MACE BY D. Madden SLUMP 4". CATE MACE 08-27-84 DAT! RECEIVED 08-30-84.· CONC. SUPPLIER · Pre-Mixed Concrete Co. SOURC1: OF ROCK TICKET NO~ INSPECTOR SIGN O.B. Hagan LABORATORY TEST DATA AGE TESIED DAYS 7DAYS DAYS 21! DAYS DAYS SPECIMEN MARKINGS 48766 48767 48768 CA TE TES'Tl:O 09-03 (a) 09-24 HOLD AREA -SC. IN. 28.28 ?~_?~- ULTIMATE LOAD -LBS. 72000 86000 ---/'.!f- UNIT STRESS -PSI 2545 3040 ..,,,, SPECIFIED STRENGTH 3000 AT 28 CAYS -PSI DISTRIBUTION: Koll Co. · City of Carlsbad Co INSPECTORS WEEKLY REPORT 7895 Convoy Court · ~ San Diego, C.;lifarnia 92111 Phone 292-066 No. 3466 -·· 19 •... COVERING WORK PERFORMED WHICH REQUIRED APPROVAL. av THE SPECIAL. INSPECTOR OF ~REINFORCEO CONCRETE . .__ . LJ PRE•STRESSE;D CONCRETE 0 REINFORCEO MASONRY f"i STRUC-:". STEEL. ASSEMSL. y · [2 REINFORCED GYPSUM G PIL.E ORIVING 0 GL.UE • L.AM. FABRICATION CJ OTHER .JO a AC~'%s i/ Faraday ~e, Carlsbad OWNER OR ?RO.JEC:T NAME CRC --Multis C:ONSTR,MAT"t... (TYPE. GRACE, &TC.I OS:SIGN STRENGTH·jSOURC:S: OR MFGR. Concrete 3000# I Pre-Mix #52-5092 --3000# with Davis 8084 (color) 6UII..CING ?E:RMIT NUMl5ERI 84-211 I ARCHITECT Conwell Marshall E:NGINEER Khan Associates GENERAi.. CONTRACTOR "" Koll Co. CONTR. OOING REPORTEO WORK Riley Presser ?I.AN Ft 1..S: NUM15ER t..Aa. RECS:! VIN<. • TESTI N<. CONSTR. MAT"t... SAMPL.S:S PRI, INC INSP'N. DATE L.OCATIONS OF WORK INSPECTED. TEST SAMPI.ES TAKEN, WORK REJECTED. JOB PRO BL.EMS. PROGRESS, REMARKS. ETC. IN"C:L.UOES INFORMATION ABOUT-AMOUNTS OF MATERIAL. P!..ACEO OR WORK PERP'ORME:C: NUMBER. TYPE.• IOENT, NO"S. OP' TEST SAMP!..ES TAKEN: STRUCT. CONNECTIONS (WEI.CS MACE. H.1". 801.."l"S TOROUECI CHECKEO: ETC. 10-02 Inspected reinforcing Building 5100 Building 5200 Building 5400 steel and place~ent of concrete for tilt-up panels as follows: Panel f/4 Panel #5 & f/4 & 2 window panels Panel #14 & #15 Made three (3) cylinders for panel #4, building 5200. Total 66 1/2 cy made. CSRTIFICATJON OF CCMPLJANCS I hanby i:ntifv that I hue i~ all at the above H!Mnad work. Uni-athffWi• noted, I hue found this work to comply with the ai,proved plans, .q:MN:ificinians, and ~licable .ctians at the gowe,n. i119 building laws. _ - ' ' RECEIVED OCT 91984 CITY· OF CARLSBAD Building Department . ~/ ci/4LA--~-- SIGNATURE OF~C:.l~EO IN.sf-'i;:s;~oR -10-05-84 . RCE 19393 OAtE OF F-IEPORT . ' : PROi=:SS!ONAl. REGlSTE~Ea INS?:C:7lCNS. INC. PHONE 292-0660 ---~ 7855 convey c::ur~ san d1egc. ca11forri1a 92111 INS?ECTIONS • TESTING • ENGiNEEi=HNG TEST RE?ORT JOB NO. 3466 -CRC --Mul tis JOB ____ --::::-::--:::-:-------------------------------222>/ ACCRESS ___ F_a_r_a_d_a~)-'_A_._v_e_,_C_a_r_l_s_b_a_._d ______ PHONE _____________ _ Th K 11 C Koll Construciton OWNER _____ e_._o ___ o.......,. -----------CONTRACTOR ___________ _ CLIENT ____ T_h_e_K_o_l_l_C_o_. ______ ~----ENGINEER ___ K_h_a_n_&_· _A_s_s_o_c.;.;i ... a..;;t..;;·e;..;;s;.__ ARCHl~CT Conwell, Marshall & Associates BLOG AUTH City of Carlsbad ·~ -----~-----~-~~~-~-.. INSPECTOR FIELD SAMPI.S OF: Merle Jones Concrete .PERMIT No.84-217 PLAN FILE LOCATION OF SPECIMEN IN JOB OR STRUCTURE: Panel #10 MIX N0. ______ 5_2_-_5_0_9_2 ____________ MACE BY Merle Jones PROPORTIONS 5.4 sk SLUMP . 4" ADMIXTURE Pozz 344 CATE MACE 0 9 = 19.; 8 4-.· . TYPE OF CEMENT II OA TE RECEIVED 09-20-'-84 ·Pre-Mixed Concrete . . CONC. SUPPLIER Co SOURCE OF ROC~ - TICKET NO~ INSPECTOR SIGN Merle Jones . LABORATORY TEST OATA AGE TESleD DAYS "I OAYS DAYS 28 OAYS DAYS SPECIMEN MARKINGS 49156 49157 49158 CATE TESTED 09-26 10-17 HOLD AREA -SC. IN. 28 ."28 ULTIMATE LOAO -LBS. ·8tooo UNIT STRESS -PSI 2860 SPECIFIED STRENGTH 3000 AT 28 DAYS -PSI CISTRIBUTION: Koll Co. City of Carlsbad dd1LL ENGINE:R ;> PROFESSIONAL REGiSTEF1EO INS?:CT!ClNS. INC. ----1 7855 convoy coul"1:. san d1ego. cai1fol"rua 92111 INS?:Ci10NS • TESTING • ENGlNEEi=llNG TEST REPORT ~-- PHONE 292-0660 JOB NO. 3466 CRC Mu9s J08 ____ ~:='!"'~·~----------------------------- ACCRESS __ ~_F_a_r_a_::v_d7_a_i_A_v_e ___ ,_c_a_r_l_s_b_a_._d ______ _ PHONE OWNER ____ T_h_e_K_o_l_l_C_o ____ . __________ _ CONTRACTOR Koll Construciton CL.IENT ____ T_h_e_K_o_l_l __ C_o_. ______ __, ___ _ ENGINEER Khan & Ass ocia t·es 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;;._._ BLOG. AUTH. City of Carlsbad .. INSPECTOR Merle -Jones-.PERMIT No.84-217 Pt.AN FILE FJEL.D LOCATION OF SPECIMEN SAMPLE OF: Concrete IN JOB OR STRUCTURE: Panels 112 and #3 MIX NO. _____ s_2_-_s_o_9_2 _____________ MAOE BY __ M_e_r_l_e_J_o_n_e_s _______ _ PROPORTIONS ___ s_._4_sk ______________ SLUMP ______ s_"_· ________ _ ADMIXTURE ____ P_oz_z ______________ CATE MACE ___ o_9-_l_7_-_8_4 _____ _ TYPE OF CSMENT __ r_r ______________ CATE RECSIVEO __ 0_9-_1_8_-_8_4 _____ _ CONC. SUPPLIER __ ._P_r_e-_M_i_·x_e_d_C_o_n_c_r_e_t_e_c_o_. ______ SOURCE OF ROCK __________ _ TICKET NO~ --------------------INSPECTOR SIGN Merle Jones LABORATORY TEST DATA AGE resrec DAYS 70AYS OAYS 28 OAYS DAYS .. SPECIMEN MARKINGS 49103 49104 49105 CATI: TESTED 09-24 10-15 HOLD . AREA -SC. IN. 28.28· ULTIMATI: LOAD -LBS. 90000 UNIT STRESS -PSI 3180 SPECIFIED STRENGTH 3000 AT 28 CAYS -PSI DISTRIBUTION: Koll Co• City of Carlsbad PROF:SSiONAL FiEGiSTERE!J INS?:C7l0NS. INC. 7855 convoy coul""t:. !San o,ego, ca11fc,..r,1a 921"!1 ---~ PHONE 292-0660 INSPECilONS • TESTING • ENGINE:F11NG TEST REPORT JOB NO. 3466 CRC --Multis JOB ________ ~-----------------------------2--:Z.3·:/ ADDRESS Faraday Ave, Carlsba.d PHONE OWNER The Koll Co. CONTRACTOR Koll Construciton Ct.IENT . The Koll Co. ENGINEER Khan & As socia t·es . ARCHITECT Conwell, Marshall & Associates BLDG. AUTH. Citz of Carlsbad .. INSPECTOR 0.B. ·Hagan . PERMIT NC. 84-21 7 PLAN FILE FIELD LOCATION OF SPECIMEN SAMPU: OF: Concrete IN JOB OR STRUCTURE: Panel f/9 Slab 5100 MIX NO. 52-5092 MACE BY Dan REid . PROPORTIONS 5.4 sk SLUMP 4" . ADMIXTURE Pozz 344 25.65 lbs Davis 8084 CATE MACE 09-14-84 . . TYPE OF CEMENT CATE RECSIVEO 09-17-8,4 ·Pre-Mix Concrete Co. Carlsbad . CONC. SUPPLIER SOURCE OF ROCK . TICKET NO~ 089435 INSPECTOR SIGN O.B. Hagan LABORATORY TEST DATA AGEiESTcD DAYS ? DAYS OAYS 28 CAYS DAYS - SPECIMEN MARKINGS 49076 49077 49078 CATE TESTED 09-21 10-12 HOLD AREA -SO. IN. 28.28 ULTIMATE LOAO -LBS. 62000 UNIT STRESS -PSI I 2190 SPECIFIED STRENGTH 3000 AT 28 DAYS -PSI DISTRIBUTION: The Koll Co •. City of Carlsbael ·, .. ~/4,L ENGINEER -- 7895 Convoy, Court , PxOfESSJO~Al REB;STERED lNS?ECTJONS, INC. San Diego, California 92111 Phone 292-06E INSPECTORS WEEKLY REPORT No. 3466 I FOR WEEK ENOING ON 09-21-84 , 19 •... COVERING WORK PERFORMEC iiZ! REINFORCED CONCRETE WHICH REQUIREO APPROVAi. BY O PRE•STRESSED CONCRETE 0 STRUCT. STEEL. ASSEMBL. y (:= REINFORCED GYPSUM D Pll.E DRIVING 0 GL.UE • L.AM. FABRICATION 0 OTHER THE SPECIAi. INSPECTOR OF O REINFORCE:O MASONRY .JOB .. cr,,3 M.J,;,,r au, ... o,Nc. Pl::RMIT NUMBER! Faratia'.y Av'e., Carlsbad 84-217 I 1' P\..AN Fl 1.E NUMBER ~~~~:=:-:=:-~:;:------------+~:-;-:;:-;;:-~-----1-------0 W NE R OR PRO.JECT NAME ARCHITECT CRC --Multis Conwell Harshall & Associates CONSTR.MAT'L.. ITYPE. <.RACE, i:TC,J CESIC.N STREN<.TH I SOURCE OR MFC.R. ENC.INEER P.C. Concrete 3000 Pre-Hix Khan & Associates C.ENERAL. CONTRAC::TOR Mix Design: 52-5092 Koll Construction:,. CONTR. COINC. REPORTEC WORK Riley Presser Concrete, INC. L.AB. RECEI VIN<. • TE.STIN<i CONSTR. MAT"L.. SAMPL.E5 INSP"N. DATE 09-17 09-21 PRI, INC. 1..0CATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBI..EMS, PROGRESS, REMARKS. ETC. IN"CL.UOE:S INll'ORM4TION ABOUT-AMOUNTS OF M4TERIAI. PL.ACEO OR WORK PERFORMEC: NUMl!IER, TYPE,• 1CENT,NO"S. 01" TE.ST SAMP\..ES TAKEN; STRUCT. CONNECTIONS lWE!..CS MACE, H,T. l90L.T5 TORQUECI CHECK EC; ETC. Inspected placing concrete in panels #2 and #3. Made three (3) test cylinders. Inspected placing concrete in panels #6 -11 & 12. Hade three (3) test cylinders. ... ,. . ·i!. Cl:RTIFtCATtON OF COMPI.IANC& I hlll'llby c:artify tnat I hne i!IIIHCtad al of Ule above rltlXlnad wartc. Unlaa ottllll'Wi• nOftd, I line found ttlis wortc to c:omply wi1tl tne .-PfOffd pl1111, ~ications, and applicaalit -=tians ot tne ;awem-/ SIGNATURe:-ifREGISTEREO INSPECTOR 09~21-94 SD 72 im, building laws. . CAT"E OF REPORT PROFESSiONAL REGlSTERE!: INS?:CT!CNS. INC. PHONE 292-0660 7855 convoy court:. san 01ego. c:a11forn1a 92m ---~ . . INSPECTIONS • TESTING • ENGlNEEi=.ING TEST RE?ORT JOB NO. 3466 CRC Multis JOS ____ --:s-:::;-:::-:-------------------------------2.. '2,,-3,j ACDRESS ___ F_e_r_a_d_a~J_,_A_._v_e_,_C_a_r_l_s_b_a_.d _______ PHONE _____________ _ Th K 11 C Koll Construc·1·ton OWNER _____ e_._o ___ o ___ . ___________ CONTRACiOR ------------ C1.IENT ____ T_h_e_K_o_l_l.......,C_o_. ___________ ENGINEER ___ K_h_a_n_&_· _A_s __ s.;.o_c_i_a_t_-e_s;..__ ARCHITECT Conwell, Marshall & Associates B' ""~ AUTH City of Carlsbad -----....... -----~-~~~~--~~-. INSPECTOR F!El.D SAMPt.E OF: Concrete MIX NO. 52-5092 PROPORTIONS 5.4 sk ADMIXTURE Pozz 344 -color TYPE OF Cl:MENT II . PERMIT NO. 84-21 7 PLAN Flt.E LOCATION OF SPECIMEN IN JOB OR STRUCTURE: Panel #3 MACE BY Merle SLUMP CATE MACE CATE RECEIVED Jones 3 1 / 2 II 09-21-84 09-24-84 .. CONC. SUPPLIER ·Pre-Mixed Concrete·co. SOURCE OF ROCK TICKET NO~ INSPECTOR SIGN Merle >Jones LABORATORY TEST DATA AGE TESIED DAYS 7 DAYS DAYS 28 OAVS DAYS SPEClMEN MARKINGS 49219 49220 49221 CATE TESTED 09-28 10-19 Hold AREA -SO. IN. 28.28 . ULTIMATE I.CAD -LBS. 81000 UNIT STRESS -PSI 2865 SPECIFIED STRENGTH 3000 AT 28 CAYS -PSI The Koll Co. DISTRIBUTION: City of Carslbad RECEIVED. OCT 31984 CITY OF CARLSBAD Building Department ~1 ~ cdzc4~ ENGINEER PxOFESSJO~AL REBlSTERED lMS?ECTJONS, INC. 7895 Convoy,Cour.l: ;~ ~ San Diego, California 92111 INSPECTORS WEEKLY REPORT COVERING WORK PERFORMED WHICH REOUIREC APPROVAi. av THE SPECIAi. INSPECTOR OF S,REINFORCEC CONCRETE 0 PRE•STRESSEO CONCRETE 0 REINFORCS:0 MASONRY .JOB ACCRE~~ Faracfay-Nve., Carlsbad OWNE:R OR PRO.JE:C:T NAME: rPr --M111 r;"' No. 3466 I FOR WEEK ENOING ON Phone 292-066, 09-21-84 ··-·-···-···-···-····-··--·, 19 .••. 0 STRUC'T'. STEEi. ASSEM81. y C REINFORCED GYPSUM 0 Pll.S: ORIVING 0 GI.LIE• I.AM. FABRICATION 0 OTHER ----·--·····-----·········· EIUIL.CING PERMIT NUMEIE:RI 84-211 I ?\.AN Fl l.E NUMBE:R ARC:HI TEC:T Conwell Marshall & Associates C:CNSTR.MAT'l.. lTYPE:, <.RACE, CTC.j CESIGN STRENGTH I SOURCE OR MFGR. P.C. Concrete 3000 Pre-Mix S:NGINS:ER Khan & Associates CESCRISE MAT•t.. lMtX DC.SIGN• ,u;.aAfl c;,tAQC ._ Mfl'GII • ., WIEL0•"00., E.TC:.J GENERAL. CONTRACTOR Mix Design: 52-5092 Koll Construction CONTR, OOING REPORTEC WORK Rilev Presser Concrete Co. I.AB, Re:C:EI VONG • TESTING C:CNSTR, MA T•L.. SAMP\.ES PRI. INC. INSP'N. DATE l..OC:ATIONS OF WORK INSPECTED. TEST SAMPL.ES TAKEN, WORK REJECTED, JOB PROBL.S:MS, PROGRESS, REMARKS. ETC. IN"C:L.UOES INFORMATION ABOUT -AMOUNTS OP' MATERIAL. Pl.ACED OR WORK PERFORMl!:Dl NUMBER, TYPE,• 1cENT. NO'S• OF TEST SAMP\.ES TAKEN; STRUCT. C:ONNEC:TIONS lWEL.OS MACE, H,T. !SOL.TS TOROUEDI C:HEC:KED: S:TC:, 09-19 Inspected placing concrete in panels ffl_O, _9, and 7. Hade three (3) test cylinders. 09-21 Inspected placing concrete in panels #8 and #3. Made three (3) test cylinders. CERTIFICATION OF COMPLIANCE I h .. by certify tnat I hllWe il'IIIIMCUld all of tne above reported waric. Uni-cntinwi• noted, I hllWe faund this wmtc u, comply widl me approwed-pl-. ~fic:atians, and applicabte actions of the pen,. inv building laws. _ . . .. SD 72 ESGIL CORPORATION 9820 CHESAPEAKE DR., SUITE 122 SAN DIEGO, CA 92123 (619) 560-1468 84-217--ZL /4-r8 Rol,t-CcJ. i ._.I ! j c,<.,,c:L-s I PL/l,N ~1,CK NUMBER £?0-,211ADDRESS "1< "p 3 . ~~~---, d-2--7 · ~<:<. BF""° ~ Pl.ANNI~: 'rYPE OF STRUCTURE r ~~~ DATE ZONE: ----- SCHOOL FEES: SAN DIEGUITO CARLSBAD lfJ/:!l-ENCINITAS U li--SAN MARCOS , ------- . 1 % COVERAGE 1: ----------- ~ BUILDING HEIGHT ,-:1· --------- REQUIRED SETBACKS ----- FRONT --------- FENCES/WALLS SIDE -------------------- TWO CAR GARAGE RE AR ------------------- ~ 0 REDEVELOPr1ENT APPROVAL REQUIRED: /II ff ;:'. 80· ,_...o;_._::,._ _____ ~----..:...--- u. 0:: LJ.J .... ~I[] LANDSCAPE PLAN coMMENrs:_ ~ P~e ~ & I J3 I I -------+.-"-----4---..~=---1c~?v · ENVIRONMENTAL REQUIRED: DATE: ---------- ********************************************************************************** A.P.N. CHECKED?Je:f r--- r ·------------E.D.U: __;_J_t/._o--'<-7_e::z;:J __ v ___ _ SHIER: />~,Jr ~t.//~-V {j?f' ~ .. rlt....Ei) LATERAL: 4> ¥ DRIVEWAY: II.Se:: <fw, 0--14" I ,0::: . 1~ GRADING PERMIT: .,P£ ,< ... [()t f;~!<. (1,..J -.,P/t-d~) ~.: LW ~-1--·r ~-DRAINAGE: ~ ··---------------------''-------- . .,--!2 ',\ ~ j "EASEMENTS: ;/cnJ fi:" A-f"' .... ~z:::::_ ADO ITIONAL COMMENTS : &,w'/V ff 1£~ S~I~--"' ./IAfrj<-~/NC 1.s J>~..J-cl~,,:r:l·t~ ~/'.+er~ ~ ._,.C.J " D '2 gS°\l] ~~'1:r. ~01L7:: f.~t;,~ f~h"-~t?, ~lL-pJc-~ Qw._ '--' "' I OK TO ISSUE: () d;1lf--DATE: <f.'/z--9( .a-4--) '?£-J'.? * E~GINEERING INSPECTION REQUIRED: (~ 1 fl~ PUBLIC ~!ORKS INSPECTOR:_,.....,.... ____________ ___, ________ _ g;g,2J?2f DATE: < /;·:'< /;c:r., F ~,...,._,..... --!-/~-~------"INAL OK: F THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) l ·---- : . !I' I _, .... ' "' • I __ !""'· -~_1·1 \ , i . ) ' /,_y · bl --s;,;7'CC3-7 ' ~----. --·-------=-:....:. ). khan a,,ociate, consulting engineers 17581 irvine boulevard -suite 211 • tustin, california 92680 STRUCTURAL CALCULATIONS FOR CRC-KO~L MULTI'S CONWELL-MARSHALL & ASSOC.,ARCHITECT K .l-1.. #84-204 ENGINEER DESIGN CRITERIA Bldg. Department-- Bldg. Code-- Seismic Zone-- City of Carlsbad 1979 .UBC 4 • (714) 731-7211 Concrete 28 Day Strength--------------Foundation & Slabon Grade 2000 PSI Walls 2000 PSI (design) ·columns 2000 PSI (design) Reinforcing---------------------------ASTM A-615, Grade 60 ----------Block Masonary------------------------fm 1500 PSI Inspected? No Structural Steel----------------------ASTM A-36 ---- Connections ASTM A-36 & A-307 Structural Steel Pipes & Tubing-------ASTM A 501, fy= 36 KSI Timber---------------------------------Saw Lumber Grade As Noted Glulam Lumber D.F. Combination 24F INDEX Loads 1 ------------------ Vertical Framing 2 Through 4F-4 ------------ Wall _Design _______________ W-1 Through W-8 Lateral Analysis 1 Through 41-3 ---------'---- Foundations FN-1 Through 4FN-3 --------------- ( .1--'.•, ,~:~. ,•. i f .... -.. .. ... .,.·.,.. KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 . I I ' . ' . ' . . . 'DI ; N i. I I l· !.'.L'°.o.~ ....... :.-~ .. s.,.l..~}J .......•.... ~ .. A.b..sP " I ' :_~ .. ' . : [ ·---: ........ : ........... , ............ ; ........... ;, ............ = ......... :.= ............ -....... . :,. . . JOB----=az-.u.::.. .... C -,.__; -f"'~~! J....__.1..--=.M+-,,1,__)I '.T....,,___\· ___ e"---t+f--· 2{)'r1 SHEET NO.----''----------. 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' •. • I~ • ~ . .• ... ·- ........ i : i ' ~ -j--- i CHECKED BY . DATE------ .~~:· scALE foL-)NOf:iTIQ, .... )S -lsL1=>61. 4 -·········•-+----'--'---+-.-+--;;;_- .. -... ,i i 'i i i ---1--tc-_.', : .; . j, ' . i : 1-.....---·,_: i ----+--!--i_---i-. --:---•------:---:----··1·--1--;--i--:---i--i--:--l-_-t---j__,__ __ f..-, -, R- _.,._ . '\.. "..!...,.·--· SAN DIEGO SOILS ENGINEERING, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY September 30, 1983 Carlsbad Research Center 7330 Engineer Road San Diego, California 92111 Attention: Mr. Michael Dunigan SUBJECT: FOUNDATION INVESTIGATION Carlsbad Research Center, Phase 1 Lot 8, Buildings 1, 2, 3 and 4 Carlsbad, California Gentlemen: Job No: SD1209-00 Log No: SD3-2739 This report presents the results of our Foundation Investigation for the Carlsbad.Research Center, Phase 1, Lot 8, Buildings-1, 2, 3 and 4. Our investigation was performed to provide geotechnical recommendations for the design of commercial building foundations. Our investigation utilized the 30-scale "Plot Plan of Lot 8, Carlsbad Research Center and the Carlsbad Tract 81-10, Carlsbad Research Center, SO-scale Grading Plans, both by Rick Engineering." SCOPE OF SERVICES The scope of services provided for this Foundation Investigation includes: A. Review of in-house plans and reports pertinent to the project {See Appendix A); B. Subsurface exploration consisting of three bucket auger borings to a maximum depth of 20 feet; SUBSIDIARY OF IRVINE CONSUL TING GROUP, INC. 4891 MERCURY STREET• SAN DIEGO, CA 92i 11-2190 • (619) 268-8266 I ' · Carlsbad Research Center September 30, 1983 Job No: SD1209-00 Log No: SO3-2739 Page Two C. Logging and sampling of exploratory borings to obtain samples for laboratory testing; D. Laboratory testing of representative fill and bedrock samples obtained during t~e field exploration;- E. Soil engineering analyses of fi~ld and laboratory data which provides the bases for. our .engineering considerations, conclusions and recommendations; F. Preparation of this report, including maps and other graphics, the sum of which presents our findings, conclusions and re- commendations. SITE .VESCRIPTION The subject lot is located just south of Faraday Avenue, north of Palomar Airport, as shown on the Location Map, Figure 1. The site is a flat graded lot created by cutting the gentle south- facing slope originally present at the site. The daylight be- tween cut and fill is located just beyond the southern boundary of the site. Access to the site is from El Camino Real, then proceeding west on Faraday Avenue. ject site was performed under the firm during 1982 (Reference 4). PROPOSEV VEVELOPMENT Previous grading on the sub- testing and observation of this Proposed development consists of four single-story tilt-up concrete office-commercial/industrial buildings with adjacent paved parking. Although no detailed structural information was available at the time of this report, we have assumed that column loads will range . ~ . ~ r' ,..... -·" -~· ., :~':' :~:.: .. _,.-- ... ~.::.. - ! .r .,,:.•. - 0 2000 Scale In Feet .$000 Adapted from U.S.0.8 • San Lula Rey Qu~drangle, 1976 LOCATION MAP JOB NO.: SD 1209-00 DATE: SEPT 19t)3 FIGURE: 1 I SAN DIEGO SOILS ENGINEERING, INC. I ' .Carlsbad Research Center September 30, 1983 Job No: 8D1209-00 Log No: SO3-2739 Page Three from 50 to 75 kips and that wall loads will range from 1.5 to 2. 0 kips per linear foc;>t (all dead plus-live loads). Grading for the site wiil involve processing of loose surface soils in the paving areas. Grading may also be necessary to mitigate the expansive potential of the soils, and to provide proper drainage for the site. FIELV EXPLORATION Subsurface conditions were explored by-drilling three large dia- meter borings to a maximum depth of 20 feet. The approximate locations of the borings are shown on the Plo-t Plan, Pl,ate 1. The logs of the borings are pres.ented in Appendix· B, Figures B-2 through B-4. Prilling, logging and sampling for laboratory testing were con- ducted under the supervision of a geologist. Ring samples were obtained by driving a lined sampling spoon into the soil with a 3400 pound Kelly bar. The blow count for one foot of penetration was recorded and is indicated on the accompanying Logs of Borings. Further description of sampling procedures is included in Appendix B. LABORATORY TESTING Samples representative of the earth materials excavated during our field exploration were returned to the laboratory for testing. The testing program consisted of Moisture-D~nsity determinations, Atterberg Limits, Maximum Density determinations, Expansion Tests, R-value, consolidation test, direct shear, and Sulfate Analyses, of ring and bulk samples. (l C~rlsbad Research Center September 30, 1983 Job No: SD1209-00 Log No: SD3-2739 Page Four The soil tests performed on selected ring samples and bulk samples are indicated.on the Logs of Borings, Figures B-2 through B-4.. Descriptions of all the laboratory tests performed are presented in Appendix·C and specific laboratory test results are presented in Figures C-1 through C-4. ENGINEERING CONS1VERATZONS A. General Description of Soils/Bedrock The Logs of Borings in Appendix B indicate that the predominant material at the sl.lbject site is Point Loma Formation. Silty claystone intact bedrock is generally moist and very stiff to hard. The bedrock-is weathered ~nd fractured near the fill- bedrock contact at the southern boundary of the lot (Plate 1). B. Structural.Loads The preliminary structural loads are relatively moderate loads and can be supported by exposed bedrock material. The area of weathered bedrock (Plate 1) appears soft and probably will not accept structural loads without remedial grading. Recom- mendations for remedial grading to mitigate the effect of soft weathered soils on proposed structures are incurred herein. c.-Expansive Soils The results of expansion tests conducted during the course of this investigation indicate that the on-site soils have medium to high expansion potential. Expansion of near-surface soils could damage structures and exterior flatwork. Recommendations to mitigate the affect of expansive soils on proposed improve- ments are incurred herein and should be incorporated in project planning and design. ., .. - - I• t Carlsbad Research Center September 30, 1983 D. Groundwater and Caving Job No: SD1209-00 Log No: SO3-2739 Page Five No groundwater or caving was encountered during the course of our exploration. :;;. "" ..: • Ff\ fl..19-DA'( f\'l8W8:- .~:-:- . . · 1 · 1 .. -. . . .. . . . .. t .:. t~:re t 1r'0 I~ . ' \,:--t,~:. Approximate Area of Weathered Surf ace Soils 0 60 120 I A-SCALE IN FEET EXPLANATION -+ 83 Approximate Location_ . · of 89ring PLOT .PLAN CARLSBAD RESEARCH CENTER LOT 8, BUILDINGS 1, 2, 3 & 4 CARLSBAD, CALIFORNIA SAN DIEGO ~ SOILS ENGINEERING, INC. _,.,._;,;;7° ~ 90tl [N9111URIIII. (IIQIIIEUIIH O(OU)qY JOI tjO.: ·104n: ------iPL.ATE ·No.: 01209-00 SEPTEMBER 831 1 I t Carlsbad Research Center September 30, 1983 CONCLUSIONS ANV RECOMMENVATIONS A. General Job No: SD1209-00 Log No: SD3-2739 Page Six The proposed construction is feasible from a geotechnical standpoint. Conventional spread an~ continuous footings ·may be utilized to support the structural dead and live loads. Two constraints on the propos~d construction are: 1. Resul:ts of expansion tests indicate that the on-site bedrock materials have a medium to high expansion portential. 2. Weathered bedrock appears relatively soft to a depth of approximately 1 foot. Recommendations to mitigate these constraints are presented below. B. Remedial Grading To mitigate the expansion potentials of the on-site soils and the relatively soft weathered bedrock; remedial grading in the building and parking areas is recommended as follows: 1. Building Areas Three alternative methods of site preparation for building areas are presented below. a. It has been our experience that mitigation of expan- sion potential by presoaking prior to pouring slabs in cut areas underlain by the Point Lorna Formation is very difficult to accomplish. It is, therefore, recommended that an area extending 5 feet beyond the I t Carlsbad Research Center September 30, 1983 Job No: SD1209-00 Log No: SD3-2739 Page Seven proposed buildings be excavated to a depth of 3 feet below existing grade, brought to 5 percent above optimum ~oisture content and recompacted to 87 to 92 percent of the maximum density as determined by ASTM D-1557-78. The recompacted soil should be 4 to 5 percent over optimum moisture immediately prior to placement of concrete. The moisture content should be approved by.the Soils Engineer. ,- b. Subgrade soils within building ·areas and to 5 feet beyond may be treated with lime to reduce their expan- sion potential. If this alternative is selected, further analysis should be performed to determine the affect of lime on the on-site soils. Typically, the upper 12 to 24-inches of the slab subgrade soils are treated with 2 to 3 percent lime by dry weight. Lime should be well mixed with the subgrade soils by the use of a Pugmill mixer or similar equipment. Improper mixing of the lime could adversely affect structures at a later date. c. The expansive potential of the on-site soils may also be mitigated by selective grading. If this alterna- tive is selected, we recommend that the building areas and to 5 feet beyond in each direction be capped with a minimum of 2-1/2 feet of non-expansive (U.B.C. Expan- sion Index less than 20) soils. Prior to placing fill, the exposed subgrade soils should be moisture conditioned, scarified to a depth of 8 to 12-inches and recompacted to a minimum of 90 percent relative compaction. .. I t Carlsbad Research Center ·september 30, 1983 Job No: SD1209-00 Log No: SD3-2739 Page Eight 2. Parking Areas It is recommended that subgrade soils be scarified to a depth of 8 to 12-inches, brought to near optimum mois- ture content and compacted to at least 90 percent relative compaction, prior to placing base. C. Compacted Fill The site should be cleared of any·existing vegetation and miscellaneous debris. Fill soils sould be brought to recom- mended moisture conditions and compacted in 6 to 8-inch thick layers to a minimum of 90 percent of the maximum density, or as specified, based upon ASTM Test Method D-1557-8. · D. Foundation and Slab Recommendations The following recommendations are preliminary in nature and are subject to verification or revision at the conclusion of precise grading. The results of expansion testing on the existing surficial soils indicates that these soils have medium.to high expansion potential. The following recommendations are empirically derived in con- sideration of expansion potential. These recommendations are considered generally consistent with the Standards of Practice. The potential for favorable foundation performance can be further enchanced by maintaining uniform moisture conditions. These preliminary recommendations should be confirmeq by expansion testing at the completion of precise grading. ... \ ' .. Carlsbad Research Center September 30, 1983 Job No: SD1209-00 Log No: SO3-2739 Page Nine The concrete configurations and reinforcement recommendations herein should not be considered to preclude more restrictive c~iteria by the governing agenci,es or by structural consi- derations.· A Structural Engineer should evaluate configura- tion and reinforcement requirements ·for structural loadings, shrinkage and temperature stresses. 1. ~ecomme~ded Type of Foundation The recommended type of foundation to support dead and live loads is spread footings, either square or continuous. It is recommended that all footings be founded in firm bed- rock or compacted fill as evaluated in the field during con- struction. Footings may be deeper than 18-inches in the area of weathered bedrock shown on Plate 1 (Buildings 3 a.pd 4). a. Columns Colum~s may be supported on spread footings, a mini- mum of 18-inches below floor slab subgrade. Rein- forcement should be based on structural loading. b. Walls Exterior and interior footings should be continuous and founded at least 18-inches below lowest adjacent subgrade. Reinforcement in exterior and interior footings should consist of a minimum of four No. 4 reinforcing pars, placed two at the top and two at the bottom. 2. Floor Slabs Floor slabs should be a minimum of 5-inches thick, rein- forced with No. 3 bars (both directions} at 18-inches ' ' .. Carlsbad Research Center September 30, 1983 Job No: SD1209-00. Log No: SD3-2739 Page Ten on center located at mi~-height-of the slab. Slabs and footings should .be doweled to~e~her_with No. 3 dowels at 36-inches on center. Slabs should be underlain by 4-inches of rounded gravel or clean sand·and a 6-mil'visqueen mois- ture barrier, plus a minimum of 1-inch of clean sand between the slab and visqueen. 3. Exterior Flatwork Provided some differential movement can be tolerated, exterior slabs on grade {i.e., patios, walkways) may be limited to 3.5-inches in thickness and should be reinforced with 6x6-6/6 wire mesh. A 4.-inch granular base should be provided below the slabs. Although presoaking is not a requirement, moisture content of optimum or above should be maintained prior to placement of concrete. Slabs should be appropriately jointed for crack control. 4. Allowable Bearing Pressures for Footings The recommended allowable bearing pressure for spread footings is 2000 pounds per square foot provided the footings are at least 18-inches wide with a minimum of 18-inches ernbedment. The allowable bearing pressure may be increased one-third for short term wind or seismic loading. Where located adjacent to utility trenches, footings should extend below a one-to-one plane pro- jected upward from the inside bottom of the trench. 5. Expected Settlement Settlement under the maximum column loads will be less than 0.5-inch. Differential settlement between wall and column loads will be on the order of 0.25-inch. I ' Carlsbad Research Center September 30, 1983 6~ Lateral Load Resistance Job No: 5D1209-00 Log No: 5D3-2739 Page Eleven Lateral loads against buildings may be resisted by fric- tion between the bottom of footings and the supporting soils. An allowable friction coefficient of 0.35 is recommended. Alternatively, an allowable lateral bearing pressure equal to an equivalent fluid pressure of 300 pounds per square foot per foot of depth to a maximum of 1,500 pounds per square foot may be used, provided the footings are poured tight against undisturbed soils. E. Post-Tensioned Slabs As an option may be used. slabs have an to conventional foundations, post-tensioned slabs Although typically more expensive, post-tensioned excellent performance record. 1. Design Criteria Post-tensioned slabs should be designed by a Structural Engineer for an allowable dead plus live load bearing pressure of 750 pounds per square feet. The differential movement recommended for design purposes is a 2 percent gradient in 10 feet horizontal. 2. Subgrade Treatment Post-tensioned slabs should be underlain by a 10-mil moisture barrier with 1-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. 3. "Thickened Edge Post-tensioned slabs should have a thickened perimeter edge extending at least 12-inches into the slab subgrade soils. .. ' ' Carlsbad Research-Center September 30, 1983 Job No: SD1209-00 Log No: SD3-2739 Page Twelve F. Type Ceme·nt for Construction The results of sulfate tests indicate that Type V cement may be used for all concrete in contact with subgrade soils. G. Footing Observation All footing excavations should be observed by the Soi-ls Engineer prior to placing reinforcing steel and concrete. H. Paved Areas Pavement sections were determined by the method presented in Flexible Pavement Structural Section Design Guide for California Cities and Counties by California Department of Transportation, 3rd Edition, January 1979. Based on R-value test results and the assumed traffic index, the following pavement sections are recommended:" Passenger Car Parking (T.I. = 4.0) Truck Loading and Driveways (T.I. = 5.5) 2 1/2-inches of asphaltic concrete on 5-inches of rock base (Type II) or 5 1/2- inches of D.G. 4-inches of asphaltic con- crete on 5-inches of rock base (Type II) or 5 1/2- inches of D.G. The upper 8 to 12-inches of sub9rades should be scarified, brought ~o near optimum moisture content, and compacted to at least 90 percent relative compaction. Base course should be compacted to at least 95 percent relative compaction. Com- paction should be in accordance with ASTM Test Method D-1557-78. • ·Carlsbad Research Center September 30, 1983 Job No: SD1209-00 Log No: SD3-2739 Page Thirteen Specifications for aggregate base may be selected from Section 200-2 of "Standard -Specifications for Public Works Construction" and should have an R-value of 78 or more • ... Specifications for Decomposed Granite (D.G.) may be selected from this reference, Section 400-2.3.2, and should have an R-value of at least 73 and a sand equivalent of at least 30. If practical, selective grading in street areas may be con·- sidered for the purpose of reducing pavement section require- ments. If it is considered practical to place about 1 foot ·of good granular material in s~reet subgrade areas, the re- quired aggregate base material section could be reduced sub- stantially. I. Drainage To enhance-future site performance, it is recommended that all pad drainage should be collected and directed away from pro- posed 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 impor- tant that drainage be directed away from foundations and that recommended drainage patterns be established at the -time of fine grading and maintained thro~ghout the life of the struc- tures. Property owners should be made aware that altering drainage patterns, landscaping, the addition of patios, planters, and other improvements, as well as irrigation and variations in seasonal rainfall, all affect subsurface moisture conditions, which in turn affect structural performance within expansive soil areas. I , Carlsbad Research Center September 30, 1983 J. Trench Backfill Job No: SD1209-00 Log No: SD3-2739 Page Fourteen It is our opinion that utility trench backfill con~isting· of the on-site material types could be best placed by mechan- ical compaction to a minimum of 90 percent of the laboratory maximum density. As·an alternative, granular material (sand equivalent greater than 30) may be thoroughly jetted in-place; however, jetting should only be considered to apply to trenches no greater than 2 feet in width. Following jetting operations, trench . ' backfill should be thoroughly and mechanically compacted and/or wheelrolled from the surface to a minimum of 90 percent of the laboratory maximum density. Exterior trenches extending below a 1:1 projection from the outer edge of foundations sh~uld be mechanically compacted to a minimum of 90 percent of the laboratory maximum density. If utility contractors indicate that it is undesirable to use compaction equipment in close proximity to a buried con- duit, we would recommend the utilization of light-weight mechanical compaction equipment and/or shading of the conduit with clean granular material, which could be thoroughly jetted in-place above the conduit, prior td initiating mechanical compaction procedures. Other methods of utility trench com- paction may also be appropriate as approved by the Soils Engineer at the time of construction. SUMMARY As foundation and grading plans are completed, they should be for- warded to the Soils Engineer for review for conformance with the intentions of these recommendations. •. • I ' ·Carlsbad Research Center September 30, 1983 LIMITATIONS OF INVESTTGATTON Job No: SD1209-00 Log No: SO3-2739 Page Fifteen Our investigation was performed using the degree of care and skill ordinarily exercised, under _similar circumstances, by re- putable Soils Engineers and Geologists 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 are believed representative of the entire project; however, soil and geologic conditions can vary significantly between borings, .and surface outcrops. 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 requir~d or alternate designs recommended. Very truly yours, SAN DIEGO SOILS ENGIN~ER.71G, ~~__q~ Tara S. Sikh, R.C.E. 35454 Senior .Engineer TSS:MJM:llr INC. Enclosures: Location Map, Figure 1 Plot Plan, Plate 1 Appendix B -Logs of Borings Appendix C -Laboratory Tests Appendix D -Standard Grading Specifications Distribution: (6) Addressee :~:--. ·'. ·:~~ ,•, ·API>ENDIX A : . . . \ ~· .l. "P.reliminary Soil and Geologic .Inves·t;i.ga,t.j.911, Clilrlsbad · ,Research ee·nt.er, .,Carl,$bad, califor-ni'a{'L:prepated by Woodward-Cl,yc'1e Con-sul t·an,t~, date.d ;Ap.t'i:t /J.7, 1'981 i . . , ., .-'' . -' ' . . '.~~ ~ . . . ·2. . '"Addition-al' ;Studies, "ca-rJ.sbacl .Rese~ic;h Centet ,· Phase I, Carlsbad, ca:lifornia," prepared· by W¢od:ward~Ciyde CQn- 'sulta~ts, ·date~ .Augl,lst i1, 1981; -····:: ,. , · > :.· .. ·· · .3. "'Aq:dendum tc;, Addition·al Studies·; carl·sbad Resea·i-ch center, Phase I, ·ca·rlsbad, California," :p:repared l:>y 'W6(?c;iward--Cl.yde ,consultant~:, d:ate<i $epte.mber 3·,. 1981,.· -.· . · . ·. · · · ·, . 4. ''As-Graded Geo technical Report,. 'Rough :G.tading_ :completed, .Carl$·bad Research Center, Phase I, ··car1$bad Tract No. 81-10," prepared by San Diego Soils Engineering, da·ted April 21, 1982. . -. 5. "Foundation Investigation, Carlsbad Resea?:ch Center, Phase 1, Buildings D, E, F and G, Lot Numbers io·, 21, 22, 23 and 24, Carlsbad, California," by San Diego Soils Engineering, Inc., dated June 14, 1983. · •. I\' ,,''- , ~: ' _APPENDIX B ·suBsu_RFAcE EXPLORATION The -subsurface-~xploratio.h. _ ~onsi$ted of .8 ,J;,orings .c;irilled to a · . max:i,mum depth. of ~5 · f:ee_t .• · Logs O:f Borings ijre presented herein · ai:i Fig:Qres B--2· through' ;B.--4~-·· _A~ -ex~la-naticin ·of· Logs of B9rings · i ~ ' . . -ter.minology is: J;>i"eSe~ted -in Figure ·B,-1. -·, -_.,,.· •, -- -:California sampler -~e$~is:tance--J;,i.c::>w· ¢otints we1;e obtained by dri;ing· a 2!>:62-s .... in~~-,·;r~-o. ::.sampl$i with a 3,4·oo ·1,our{c1 hammet _ :dropping "through a 12--inch· _tree ~all. The .blow.',s -.per foot. _recorded· -• (', -• ' ' I • ~ <;>n 'the __ Logs of Boring~ . represent: the number gf blows that ~e~e ' ;, .~.: ,,. 1,. -·Boring log potation_· for the Caiifornia sampler is indicated ,below: California Sampler PRIMARY OlVISIONS 'wl'I Vlt,,lt SECONDARY DIVISIONS f SYMBOL GRAVELS CLtAN GW \r\'ell 9r1ded 9,.-.,,01, ;1.iY\ll·->d n11atu1c:, hllie or no s -GRAVELS f,ncs ~ CIC 0 MORE THAN HALF (LESS 1HAN GP Poorly g,adl'd 9_,, .. ets Of gr,vel-wnct m1atures. ltllle cw wo S% FINES> ~O ftr1H. 'i5 ,.N Of COi.ASE en FRACTION IS GRAVEL GM Silty gravels. grilvel-und-1,lt miatures. non-pl1shc fines 0 -~i ~ LARGER THAN WITH . UI FINES GC Clayey gravels. grawel-~1nd-clay miatu,,s. plastic .fines. -Z ... I a NO.-' SIEVE .:~ ft-~ SANOS CLEAN SW Well _graded sands, gravelly. uncls. little o,. no fines. -C !! SANOS -: . -. . ~ I 11-MORE THAN HALF llESS THAN ·-- SP Poo,ty g,aded Nndl 0, gravelf\, ~I. little or li,o fir.es OF COARSE 5%. FINES)· '' ~ .A i!! FRACTION IS $ANOS SM . Silty Hnds. und•sih miaturn. non-plastic fjr,es.' ,, ~MALLER· "THAN WITH , -- NO. 4 SIEVl FINES . : sc. : Clayey sands. und-c:1a-, rni~tutes •. P,1.astic ii~ . ,u,i 'SILTS ANO CL~YS ML lnor~1nic ~Its and ver.y fine s~i,ds. fock flout, s,itv o, -·~ . N c •vev f,ne sands or clayey s,lr_s w,t" sl,g!'lt pl~s,,c:ny. ~ a: -a . -~ en CL : lnor~1111c Cliys of IOw t~ rned,ul'J\ ptasoci&y. gr•veily .(/) ,·i i ·.LIQUID· LIMIT IS c: ilY$. sandy c:lavs. s,lty ~t1v~. le.an clays. .. . . 10 · en en LESS THAN SO~ OL Ofg1nic silts and organic silty c~yS of low pta~ticity. ·w ,Z I.,, o . ·,' -0 Inorganic. sihs.:mic:aceous ·~ diafc:imac:eG\1$ tine sandy o, ,:I .... ,.. SILTS ANO CLAYS MH ·:.,. ~ -. . 's1t!v !SQ!ls. etasf ic sit~s. _ · _ _ · __ · '·,f5 i UOUIO '-IMIT IS lnor;,1nie tl~s of high pl,sticity. ,fat clays .. :,w h1 CH ·. . -',Z GREATER THAN 50% -~ OH Qrg1nic clav1 of medium to high plHticity. or;anc silts. .. HIGHLY ORGANIC SOILS Pt . ' Peat and oth~ ~i;hly o,garuc soils. -· .. DEFlNITION OF TERMS ,, ' U.S. STANDARD SERIES SIEVE CtEAA SQUARE SIEVE OPENINGS -2Qo 40 lO 4 3/48 3•_ 12• ' -SAND -GRAVEL -SILTS ANO CLAYS I I COARSE COBBLES BOULDERS •FINE MEDIUM COARSE FINE GRAIN SIZES SANOS.GRAvas NJC BLOWS/FOOT t CLAYS AND STRENGTHt . BLOWS/FOOT t NON-PLASTIC SILTS PLASTIC SILTS VERY LOOSE 0 -.. VERY SOFT 0 • 1./4 0 -2 LOOSE 4 -10 SOFT 1/4 -1/2 2 -4 FIRM 112 -' .. -. MEDIUM DENS£ 10 -30 STIFF I • 2 -I -11 DENSE 30 -so VERY STIFF 2 -4 16 -JZ VERY DENSE -OIERSO HARD OVER• CNERJ2 RELATIVE DENSITY CONSISTENCY t Number of blows of 140 pound hammer falling 30 inches 10 drive I 2 inch O 0. U-l/1 inch 1.0.) split spoon CASTM D-1586>. 4U,c:onfined compressive strength in tons/sq. h as derermined by laboratory testing o, 1c,o,oaim.;:ed by the st1nd1rd penetration test (ASTM D-1586), pock.et ~nerrometer. torv,ne. o, vi1111I ob1erv1ti011. KEY TO EXPLORATORY BORING LOGS Unified Soil Classification System (ASTM D-2487) JOB NO.: 'DATE: FIGURE: SD1196-00 JUNE. 1983 B-1 SAN Dlf'ClO ~<lit!\ FNGINEERING. INC. .. , ;· DATE OSSERVED: __ 9:../~7/:...8_3 ______ METHOD OF DRILLiNG: 24" Bucket Auger Kelly Bar Weight 3400 Lbs. L0~13ED BY: KS GROUND ~LE-VATION: F.G. LOCATION: See Map z I-.0 ·;:: 0 ~ 0 w w 0 mw w LI. () LI. a:_, -ii: ... ::, A. I :c ,,,. -1-:1 I-;; ~ !le D. 0 Q.0 .. w -c . _, ,. 0 _, m :::5 --o ,t.) --8/ -CL _lO" ; .- - 6-- - - -.. ,; ·10-. , --- - ' 16-: I ., ... ·- 20,... --. . 25- - -· - ~ 30- . -. 36- - - 40- .8/ '.11" . ·.0/ 1.l"' 8/ 9" w _, D. :I C 0 ~ _, :::, m ' ' ; JOB NO.: 1209-00 I 18 .20 16 ,. 16 111 ·10.4 •' 112 112 BORING NO. 1 l)ESCRIPTION BEDROCK: ~oint Loma Forxµation: Olive- brown silty C~YSTONE, moist:,' very stiff, blo~k¥, ·massive, ·small gypsum seams '' ~ '' ,., - '' .. "· Grey-black sil,ty CLAYSTONE, moist, ·hard l;/ Verv hard ,qrilling Total Depth 18' - No water No caving LOG OF ·BORING ' SOIL TEST· Maximum Density Atterberg EJq;>ansion Consolidation !FIGURE: B-2 SAN DIEGO SOILS ENGINEERING, INC. ' DATE OBSERVED: 9/7/83 METHOD OF DRILLING: 24" Bucket Auger Kelly Bar Weight 3400 Lbs. LOGGED BY: KS ~ .·~ ... 0 'ij ·O w w ·O ·IDW w ·11.. () II. a: ... -ii: .... :>A. % . (I) t-:::E . -:t .!?c ... c,, A. (I) 0 QC/) w C ... z. 0 ... m ::, ;-o 8. -· -., CL.· 6 - ~ 5-. ... 6 : -, . : . ,. ·- ., 10--' 8 .,. .. -· ,, -· 15--: ·8 '" - .; - 20 ... .. - - 25-: - -- - 30- --... 35- -- - - -40- JOB NO.: 1209-00 w ... A. ::E C (I) ~ ... ::, m ,. GROUND ELEVATION: F.G. L9CATl9N: See Map 14 ·114 20 • 107 · 19 lOB 19 108. r BORING NO~ 2 . DESCRIPTION WEATHERED BEDROCK: Point Loma Formation BEDROCK: Point Loma Fori:nation; olive"'." ;brown silty GLAYSTONE, moist, 'Very stiff, lfiassive, blocky Total Depth 20 • No Water LOG OF BORING SOIL TEST ·Direct Shear Atterberg Exparision I FIGURE: B-3 SAN DIEGO SOILS ENGINEERING, INC. ,, ,:.,-' ~· ' r ~ . .. 9/7/83 METHOD OF 'DRILLING: 24" Bucket Au~er QATE O·B$ERVED: Kell:z:: Bar Weight 3400 Lbs •. LOGGED BY: KS GROUND ELEVATION: F.G. .LQCATION: See Map z ... . 0 w >~ ~' ·O .... w ·~ ,0 w ~ u,;f a:u BORING NO. 3 'W •0, mw a: ... 00. •IL, 'C.) IL. a:_, 2 'l&l-·-.... :,ca. I :::>z u>. SOIL TEST ·;: 0) 1-:1 t-w ::c . ij ~ .!le !?1-ct-.... ¥· ..,- 'A. 0) 0 ,00> .., Oz o..l DESCRIPTION w C _, ·,~ ::, 20 zW 0 G ,(P CD () ' -0 ....:o ; , -BEDE.OCK: Point Loma Formation; Olive-Atterberg \ ,., . ' brown silty CLAYSTONE~ moist, very ,Expansion ,CL \ -stiff, massive, blocky., with gypsum Sulfate .; ; seams R-Value ·s.: ... "' '• .. , .. ,, ',,J' ', .,; ' ·' 10 " ,, .; Total Depth 10' '' . .: ,. . No Water ~ No Caving - , ' 1~.- "- •' .. ,. -' 20-:- -,- -. 25- . -- --~ -. /.·: ~ 30- -·, . ' . 35- - - - - 40---JOB NO.: 1209-00 I LOG OF BORING l'FIGURE: B-4 SAN DIEGO SOILS ENGINEERING. INC_ ... .. ','., APPENDIX C LABORATORY TEST~NG A. Ind~x T~sts . B. Moisture content and dry density determin9-tions were made for most ring ·samples. Results of moisture-density det~t- minations are shown on the Logs of Borings, included in Appendix B of this report. Results .of ~tterberg Limits, consis,ting of both liquid limit and plastic limit analyses, are,plotted on the · Plasticity Chart _in Figure C-1. .Atterberg Limits ere per- formed in acco:tdanc.e .with A$TM: D 423·-12. Consolidation xests Consolidation tests were pe·rformed on bedrock ring samples. Water was added to the apparatus at the load indicated on the consolidation curves. The consolidation test results are presented on Figur~ C-2. C. Dire~t Shear Tests Direct shear strength tests were performed on selected relatively undisturbed ring samples. To simulate field conditions, the samples were tested under a normal load approximately equal to the in situ effective normal load. The test results are presented on Figure C-3 and performed in accordance with ASTM: D 3080-72. D. Maximum Density/Optimum Moisture Content The·maximum dry density/optimum moisture content relation- ship was determined for typical samples of the on-site ... ;; . _.. '' ::. : •, : .. , .... ,-E.· soils. The laboratory standard used was AS~M: D _1557-78. The test results.are summ~rized on Table 1, Figure C-4. Expan,sion El<:pansion tests. were performed on representative samples .of the on-s.ite soils remolded and tes.:ted under .a surcharge ···of 144 pounds per sq.uare .foot in accord9-nce with the Uniform Building Code Standard -No. 29-2. The test results are sum- marized on Table 2., Figtlre C-4. F. S~lfat;e 'J:'ests -Sulf~te ·test .results are summarized in Table-3, Figure. C-4. G. R-Val~e An R-.value test was performed on representative samples of · the on-site surface soils to provide data for pavement design. The test results are summarized in Table 4, Figure C-4. •,le.:.... -·: ...... ·::,!~;~- -.. ~-...:-,:. ;::~1- =-'~\1,; ... ,.·.•./. -: .. y..~· -· .. ·.,,, .~ •,.•.,1;9. .~ ,.'·~:·-~~ ...... "~'-·. . .. . ::·~:;:·!, - <?,--7. ~-- ·,:,.'t . " ' ': ·~~ ,.:: ,._ • !-' __ , ;!'' / PLASTICITY CHART eo---~---,--,-----,-----,--,----,------,---r-v---;:a· ~ 501----.:..if------t-------t-----+---t-------+---+---+---Jllll"'+-.,...-----I CH .• ~:.,V >c •oa.-----1"----.....-1--...,...----1----+---~.-1---. --~1,,~;;......+----+--~ . w ,, .I O CL / i 3 ~----+------+---.......... +-----+---~-----I: i-__ .... /. -.,..., .• ,,_ ........ ...,.... __ M-H--.ii-------"'""1--~ ~ -~/' .(I) 20 ......, _____ .....,..,......---11-------...--t-----+_ /'-.~--..----1----+-0f --:-"-,t------t~--..t < OH .;.J ~ ·/' 1·0 . _. :·_/ 7 -CL..;ML __ ,//////// ML _o_f'. o_L ------,----' .O< ML_::/· .. · 0 10 :20 80 .. o $0 80 .70 80 '80 100 LIQUID LIMIT ('I.) ·NATURAL PLAS-PASSING· UNIFIED BORING SAMPLE WATER -LIQUID TICITY . NO. 200 LIQUIDITY · SOIL · -SYMBOL-NO. QEPTH·. CON.TENT LIMIT rNDEX SIEV.E INDEX CLASSI- (FEl;T) -(5) -(1') (1') (41) (41-) FICATION SYMBOL 0 B-1 2 44 19 CL B-2 5 45 26 CL D B-3 3 44 25 CL ATTERBERG LIMITS JOB NO.: 1209-00 _IDATE: -SEPTEMBER, 1983 !FIGURE: C-1 -L __________ -1 _______________ ~~~~~---- sAN DIEGO SOILS ENGINEERING. INC. ' J> • ,,.t-- , . ;_~ '• '• ,-,,' -... -, ' ·~ . ,,_ ' ,. • ~ ~ ,Q ::; 0 (1J z 0 0 BORING NO. DEPTH (F~ET) SYMBOL 8-1 5 0 EXPLANATION FIELD MOISTURE ------------SAMPLE SATURATED REBOUND 3.Qt-----+--+--+--+--+-+-+-1-f------+---t---+--+--+--,l-+++-----lt---+-+-+-f--f-~H 4.0t----+---+---+--+--+-++-+-+'-------+--t---+--+--+--,l-+++-----lt---+--+--+-~--+-11-t 5.Q,1-----+---+--+--+--+-+-+-l-f---+--+---+--+--t-t-+-+-+---t----+-+--+-+-+-+-H 8.0t----+---+---+--+--+-+-+-1-f---,--+--+---+--+--t-t-+-+-+-----lt----+----+-+-+-+--+-IH 7.01----+--+---+---l--+-++-+-4--'------+--+---+--+-~l-+-++----,l---+-+-+-¾-+~H 8.01----+--4-----1----1--l--1-1-4-+---4----t---+--+--t--,1-+++-----ll---+-+--+-......,_--+-IH 8.0·l-----+--+--+---l--+-++-+-4---+--+---+--+--+-H-+-+-----1----4-+-+-+-+~I-I 10-00~----~o--o~-o'--0.i.....ii......-'-"~0--·---0~-o!--~0---oi.....i. .... .....,_~o----0!---~o-~o--'-o....1..~-J.,!o o ·o o o o o o o o o o o o o o o .,. N 4'> ... IO ~ g g~~ g g ggg g .,. CII 4'> ... IO 0 .. NORMAL LOAD (PSF) JOB NO.: I 12,09-00 · ,LOAD CONSOLIDATION iEST !FIGURE: C-2 SAN DIEGO SOILS ENGINEERING, INC. .,. ·, ;''.·" ___ :· ... · ,1:: -.,, . ' ' ·~~ .•· '' BORING DEPTH .COHESION, ANGLE O'c, SAMPLE DESCRIPTION i-----N ... O .... _.,....... __ (F .... E ... E ... T .... )--+ ___ (P_S_F)-=----t-F ... R ... IC __ T __ I __ O_N---t, ----------------- B-2 2 400 25 Undisturbed_ (CL)· •0001-------------_._ ......... -;-· _ _,_ _________ -r------~------1 soooi------..------f---...------+--~----1-------+-------1 ti: Cl) :e-:c . .. ·! ·--~) -~ 2000J.-------1----------+--------+-~.-=;;..---1---------:-+---------~ : I/,,· z v-.·': l·· / · .. · ·. ti: Cl) Q. -:c ... C, z w ~ ... Cl) C, z i C w :c Cl) 10001--...;.,.------+--,,.c;_-----+-,.....,........,.---,.,.+---...,.,.. ...... 1----------1-------"'-1 ; ..,J..~ ..,,. ' ' .,.., -~ ·.00------...,....,,..._--...... ..,,,.,,,.,..,.. ___ ....,,,.~,..._.,._ ...... ___,,~.,,......-----=-,=----....,.,,, 1000 2000 ·3000 4000 ~000 8000 _ NORMAL LOA~ (PSF). BORING NO. - DEPTH <FEEn · COHESION, ANGLE OF . . . SAMPLE DESCRIPTION (PSF) ·FRICTION.o · •oooi-----..._...--______ ""T-_ ..... __ _,.,. ............ --.,......,,......-------.,---,.----1 3000 2000 1000 00~---~-~10~0~0----.,2~0~0~0------3~0~0~0-----..-o~oo~---5=0~0=0,,_ ______ e~ooo · NORMAL LOAD (PSF) _JOB NO.: 1209-oo I SHEARING· STRENGTH TEST jFIGURE: c-3 SAN DIEGO SOILS ENGIN~ERING, INC. ,, Jl .. , • .. '. : -TABLE _l MAXIMUM DENSITY/OPTIMUM MOISTURE RELATIONSHIP- {ASTM: D 1557-78) -- Test Location B-1 -@ 2' -Te~t Location -B-1 @ 2' 13-~ @ -5 I -B-3 .@ 3' .. Maximum _Dry Dens·ity -· :(pcf.} ,., 106.0 . TABLE 2 _ RESULTS OF EXPANSIO~ TESTS {U ~B .. c. Method -14·4 ps-f) -----,- Optimum .J.loi.sture Content '% 21.0 ·Expansion Expansi.on Index Potential --·- -64 . Medi1;1m 92 .High 75 ·Medium -- TABLE 3 RESULTS OF SULFATE TEST Test % Soluble Location Sulfate B-3 @ 3' 0.31 TABLE 4 RESULTS OF R-VALUE TEST Test Location R-Value B-3 @ 3' 23 -. , . Job No: 1209-00 Date: SEPTEMBER, 1983 Figure: C-4 BUILDING ENVELOPE SUMMARY BUILDING ENVELOPE COMPLIANC Project Designer: -=s.-rp.._J\ I;\ C M ~H P j t Titl kOLl-MU 1--r1 1$ P-LD-$lo ro ec e: · Project Address: 2 2 ~1 f:A(2..A"DA-y Ave. .. . <::::...AALsf2:.A-l:). Form 1 (NR-8/81) y:_K~b_,__P __ _ by: ______ _ Date: _____ _ Permit Application Number: ___ _ Thi• form provides sp•ce to Insert summary data on th• building envelope. Form 1 Is used In con/unction with Form 2 and Form 3 worksheets to provide th• necessary Information on building heating (U•Value) and cooling (OTTV) dealgn criteria compllanc11. . . . SITE DESCRIPTION (from Bulldlng Location Data) Location Code Number 1-I z'7 Latitude 2 •. 3;> • "2... Degre• Day1-he•tlns,. Solar Factor, S.F. Cooling AT, ASHRAE Cdeals,n temp. • 1a9F) 3. 2..0~'2.. 4. 5. 12.2.,J b HEATING DESIGN CRITERION Standard Uow--10 • .,4-zq u 0 ,, ____ 11._• __ I_ u 01 ; __ 12. __ _ Maximum Allowable , 2.14 Uoverau-13.=== PrOJ:!Oled Uow,--1-4. Uor-··-Hi. -G"I u Of----· .. -18. --- Propoaed Uoverall--17 • • 217 Ll11e 11 mu•t not exceed Line 1:l Note: M•1tlmum Allowbl• U0 .,erell and Propo••d U0 .,erall •r• oelaul•ted on P•s,• 4 of Porm 2. Note: For h••t•d only building•, Uor la oaloul•ted for th• propo••d building trom Form 2 (HHted Only Building) ualns, th• Hlu• from Lin• 3 e tor th• ar•• of skylight• and th• lfalu• from Lin• 31 tor th• olfera/1 roof •r••· BUILDING DESCRIPTION (from pl11na) Occupancy Type Code Number ( from Occupant Ratlnga for Bulldlnga and Rooma) Groaa CondJtloneq Floor Area, tt2 Number of Floors Average Groaa Conditioned Area per Floor, tt.2 • . Average Wall Height per Floor,tt, (facing conditioned apace) e. 7. 1~1'3 8. Ba. IS""! '1 9. g COOLING DESIGN CRITERION Standard OTTVw ... , .... 18. ~\' b OTTV , • ..;, ___ , 19, l+• IO Proposed OTTVw .. ,,, __ 21.Z..Lt,4 $" OTTV ,"'.-..... 22. I r I.,, 2. Standard 14-07 Pr0POHd lo O t? OTTV ....... _, 20. ' OTTV ...... _, 23. ~ Line 23 musl not exceed Lin• 20 Note: Standard OTTV and Propo••d OTTV are c•lcul•ted on Par,• 4 of Form 2. Note: For heated and cooled buildings, OTTV1 I• calculated for th• proposed bulldlnr, from Form 2 (Heated and Cooled Building} u.lng th• value from Line 26 for th• area of skylight$ and th• value tram Lin• 21 for the o.,e,a// roof area. Th• 5 percent ezenaptlon do•• not apply to any cooled bulldlnga. .. ' C/Li<'r' NAl. "~ATERIALS DATA FORM . .,UJLDING. ENVELOPE COMPLIANCE Form 2 (NR-8/81) .~roJec! Tltle:(sPe:::.. $ui-ri;-) KDkL-Muu1's ~t...D_S-l~o St-i 1-,-f=" A 1 Date: ::[ur_:r:os 'ab .;·----------------------------------------- .,, . " "rype Type 1 Typt 2 Type 3 Type 4 Type 5 rot al ·°',u It 1 • Ooor Type ~vu 1 ~ype 2· "ryp• 3 ":"ottf .·;door 3• ·~raring ;·ypt ... l'Pi 1 -'!,. 2 .. 1PI 3 -ottf " ' 5. .. 111dow HEATING DESIGN CRITERION Surfic, Wfnttr MCF Aru. u.2 U-Yalue ~blj: x ,08 X' I W _____ 1 _____ x _____ ~ _____ x _____ x _____ • _____ x _____ x _____ • -----·x _____ 1r _____ • Surface Winter Arn, 11 2-U-Yalu• MCF ____ j _____ x _____ n _____ x ·x _____ • _____ ,r _____ x -----• Surfae• Aru; ft 2 Winter U-Value b~Q X ~. ! • ____ ,r ____ _ ____ ·x ____ • b30 - Total 2. Total ·.c. -,,., ·',.., 7. 14 °14 ,.2 lltte 1+3,.G Totat '8. Tolaf Hutlncr a. , .... 7 b2-+. l 4-94 • I. lln• I llneT Tot•I eruttir-°F -b:J b~ Total Brunv-"F Totaf Btu/hr-°F 6"1~ .. b~.3 7 b'Z line Zf•Hf .. 5"1 B lu/hr-fl~°F COOLJNG DESIGN CRITERION Waif Type Typ• 1 Type 2 Tyr,e 3 Type .C Type 5 Total Awall 10. Door Type Type 1 Type 2 Type 3 . T,otcl 811rf1ee Summer Area, fl 2 U-Value TDeq 864 J! •08 x ___ _ • _____ x _____ x _____ • _____ x _____ x _____ • _____ x _____ x _____ • _____ x _____ .a _____ • 864- Surface Summer Aua, n2 U-Value TDtq _____ x _____ x _____ • _____ x _____ x _____ • _____ x _____ x _____ • ~door 12·---- Total Bfu/hr- 3D 4 I' To ta I f f. ,3D 41 Tot•I Btu/hr Total 13. --===-==-• Qfazlng Type Surface SF SC Summer AT Tolal Area, 112 U-Valut Btu/ hr Type 1 "rype 2 Type 3 b~ ·x[('2-2'~~)+( l.1 xla..)]• 34-2..3'1 1t((-X-)+(--X-)]• ___ 1r[(-X-)+(---"-)]•---- Total 1 '1_,.. A 1.C. · i:,.;;;;>..., window --- Total 15. 34-23.I Tola I ,, 2 A0 w .18. l L+'-' 1----ft · Total coollno _ 11. 3-7 2.. 7.2- line 10+1 Z,4.f.f lln• 11+13+18 OTTVw• 372-12. • l'-t~ y • ,. 1 a. 2-4~q~ ll11• IT ""· ,, Btu/hr-1t2 MATERIALS DATA FORM (Heated and Cooled Bulldlng) Protect Tltle: Kou--M0 <--n'-s ~L-1) s-100 _.._.~,~ 'A' HEATING DESIGN CRITERION Roof Surfac\ Winier Tolaf Type Area, fl u-value Btulhr-°F Type 1 IS-'~ X ,0> • 76 Type 2 . Jl • Type 3 X • Type 4 X • Total 1~1~ 76 ,.oparue1 9 • Total .20._ roo ~kyllaht Surface Winter Total Type Area~ fL2 U-Value Blulhr-°F Type 1 X • Type 2 X • Type 3 X • Total A 21. Total 22. akyRghf Total 23 •• 15"El n2 Tola I 7b A.or Huling 24. tine t9i21 Rn• 20f22 Uor • l'= l~\4 -25 •. .. or:; -¾-.,,.24 "-23 Btulhr-R~ C/clCf;,.JiJ,.1_ Page 2 of Form 2 Date: ;;-y'-" 0 <--at.. COOLING DESIGN CRITERION Roof Surface Summer Ac Mc Total Type Area~ ft 2 U-Value Btu/hr· Type 1 15°14 x.!!x • 05" x_:J..:J..x..l'.E....• :2.4-60 Type 2 xilx x_x_• Type 3 xilx X-X-• Type 4 xilx x_x_'! Total S-lq Zt+bo 28. ,. Total rzr. Ac,pavu~ roo Skylight Surface SC Summer AT Totai Type -Area;tf2 U-Value Btu/hr Type 1 Type 2 Type 3 Total X [(!J.!; x·_)+( ___ X _)~ ___ x [(1.!!x_)+C ,r_). ___ _ ___ x·[(ll!x_)~( :ir_ •------- A 28.-=====-ekyllght Total \ S-19 2 A or 30. __ -_-_--4::.-ft 11ne 2e-t2a · OTTVr• .:2.-4-ho line 3 t ,:s-14 • + .,_~a Total ;28. -=--===-===- Tolaf Coollna 31. 2..4-~o ""· 27+29 32 l,bZ. Blu/ht-fl2 z ::D . a, ...... a, -..... -----·---·----·----·-·-·----·-------. ·----------------·····-· --------·-·--·------···-. --·---~--·-- MATERIALS DATA FORM Pro Joct Tit le: Kou ... M ~ L:0 '~ BLD · S-100 'S.W 1T6' A · I. ! \ I Floor Type Type t Type 2 Type 3 Type 4 HEATING DESIGN CRITERION Winter U-Value _...., _____ ... _____ x ,, -----Jt ----- -----Jf ------ Total Afloor44·==== n2 U of = ·---------Hne 46 nne .... r ~I 'I /1. · i r.,>./ n, ," 0Vr:.1Z.t...' 1 ·'._;s::::'A";'!N6''\ V;"'-., r, __ './ Y" _, _,_, \' · ~ . ' J Tolal Blu/hr-°F { B b 4 ,x ,_ 4 2 °\) t (15" I ~ -;,. , I ) = .. 2-1 C, 861t +15"14 p~ofGJ~E.C !' ;_( O -Jf.rt.At..L (-: E./....: ! t-1~') I \ ( ,..\ l 8 b ~ "'/-. •$I J --t-I S 19 Y.. • 0 ~ J _ , 21 l E~i:---r is 19 ,. ,. /' \ ";;7°A,J....JCA£1::) CY-iTY. (~OQ!.lN4 · ( ~bu. ;x ~,. ~) "t (15"'14 ..,__ 4 ... 10) = 14-.07 'i?b4-+ 15"/tq ' .. ( ' ~ f. o ( o::,iE t: ! c;~,Y , (: o~:.' NC ) ( 2 bt~ z< 2. 4--~) +(Is-1,q , I • b "Z.. ') :. I O. 08 - 'C bi~ -t I S"'l°j Page 4 of Form 2 Date: ::-tlLY o ~ 86. -z D . a, ..__ a, -~ PROPO.SED CONSTRUCTION ASSEMBLY BUILDING ENVELOPE COMPLIANCE Check 011• •nd writ• In conatructlon •u•mbly number below (e.g. W•II· 1, 1foo.f·2, etc.) ).i Wall-_ · 0 Roof-_ D 'Floor-_ ,11101') Form 3 (NR-8/81) Lf&t of Conatructlon Componenta R-Value S'k•tch of Conatructlon A111mbly _ Framing type: M ~:TJ\ L If wood complete th• foliow/ng •nd •dJu•t con1tructlon •n•mbly for fr•mlng: Size:-=-· X -• .Spacing· -• O.C. lndlc•t• •r••, weight of con,tructlon ••••mbly, •nd approprl•t• f•ctor• be1ow1 Wall: Area 'o-lo L:t ft 2 Weight b fb/ft3 MC F -1£2. · TD8q ~ Roof: Area ____ n 2 Weight __ lb/ft3 Mc Ac Floor: Area (rllud only) ----ft 2 ---1.-Vi''. ;,,,rf. ~"A tzo 2. f?..-11 1tJ~uLA-r10.J . 3 • .. Vz.11 ~ '( f', ~A(ZO 4. ~- 6. 7. 8. J!!.~fi~e Surface Air FIim lnsrd~ Surface Air film Total Thermal Resistance CR.T) U-Value (1/R1) ,~~ Cooling • t:.~ Coo/Ing j3,Z~ Coo/Ing ,O~ Coo/Ing .A$ t I ,e .ie H••tlng ,bf;, H••tlng l~· 2~, He•tlnr, I~~ Heating Note: Tot•I R1 •nd U•Value mu•t be •dJurted tor the effect of framing when •pproprl•te. -- ·1 ,:. ·, ' ' PROPOSED CONSTRUCTION ASSEMBLY BUILDING ENVELOPE COMPLIANCE Form 3 Chet:lc on• 1nd writ• In con11tructlon •uemb/y number below (e.g. W•II· r, .l!ool·2, etc.) 0 Wall-_ ·. S Roof-_ O 'Floor-_ Ll1t of Con,tructlon Component• ----1.~BIJJLT'.:.:'.'.".Uf1 _fl.Oof. __ =====;:=;=~=i~~1--2~---Vi''. l'L'fvJOOO ---·-. r· ..--it--3.: AtUfk~ ....... ______ .. __ Stetch of Con1tructfon Auembly Framfng type: woot? II wood comp/et• th• followln11 •nd •dfu•t ,:on•tructlon ••$•mb/y tor fr•mlnr,: Size:_• X • .Spacing_· ___ • O.C. · lndlc•t• •r••, welr,ht of con•tructlon ••••mbly, •nd •pproprl•t• f•t:tor• below: 4~·:::· 12~ ,,. __ J~~~L, ____ _ ~--5~--:--.. '6~f .. ~vf'r'J'-AC... 7-11..,,t. 7. 8. Outsfde Surface Air FIim ln~-~~e Surface Air FIim Total Thermal Resistance (R_1) U-Value (1/Ry) •%~ Coo/lnr, . ~t. Coo/lnr, l3,l7_ Coo//nr, . 06 Coolln11 (NA-8/81) R-Value .. 33 :; 4,Z: .·so l''f,o t,Zs; • 11. Heiting ,G. I H••tlnr, "J.'t, 7 a He•tlng ,05 Heiting Wall: Area ____ ft2 Wefght ___ lb/ft3 Not•: Tot•I 111 •nd U•V•lu• 11111.t b• •dfu•t•d tor th• •fl•ct of ft•mlng when approprl•t•. MCF TDeq Roof: Area I~~ ft 2 Weight fl, lb/fl3 Mc _J,o Ac '7:"[ Floor: Area (r,Jud only) ----ft 2 --