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Home My WebLink About2258 RUTHERFORD RD; ; 82-226; PermitU) z 0 ~ ac: C -' u l&I 0 ' • a: I[ 0 u a: l&I 0 ~ :::, ~ l&I z ~ z 0 j:: ~ z w IL :::E 0 u U) a: w :..: ac: 0 3 ll O I hereby m licensed under provisions of Ch commencing with Section 7000) of Div on 3 of the Business and Professions Code, and my license is in full force and effect. lie No_____ Class I hereby affirm that I am exempt from the Con-! ¥~~~r~C-!f:~:: ~; ~~~t:~i~~~~e~8:~~~i\~~r county which reqwres a permit to construc1: alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he 1s licensed pursuant to the provisions of the Con· tractor's License Law (Chapter 9 commencing with Section ?(X)() of Div1s1on 3 of the Business and Pro- fessions Code) or that is exempt therefrom and the basis for the alleged exemption. Any violation of 1 Section 7031.5 by an applicant for a permit subjects tne applicant to a civil penalty of not more than five hundred dollars ($500) 0 I, as owner of the property, or my employees v..ith wages as their sole compensation, will do the work, and the structure Is not ii:,tended or ottered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improveme,1ts are not intende-:1 or offered for sale. If, however, the building or improvement 1s sold within one year of completion, the owner-builder will have the burden of proving that he dtd not build or improve for the purpose of sale) D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Busmes·s and Professions Code: The Contractor's License Law does not apply to an owner of property who bwlds or improves thereon, and who contracts for each proJects wtth a 1 contractor(s) license pursuant to the Contractor's ' License Law) D 1 am exempt under Sec for thts reason _, B. &P.C D I hereby affirm that I have a cert1f1cate of consent to self-msure, or a cert1f1cate of Workers' Compensation Insurance, or a cert1f1ed copy thereof (Sec. 3800, Labor Code) ~ POLICY NO _ __ COMPANY __ _ _ D Copy Is hied with the cit D Certified copy Is hereby furnished CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section' need not be completed 11 the permit Is for one hundred dollars ($100) or less) 0 I certify that In the performance of the work tor which this permit 1s issued, I shall not employ any person In any manner so as to become sub1ect to the Workers' Compensation Laws of Cal1fom1a NOTICE TO APPLICANT If, after mak,nJ this Cert, flcate of Exemption, you should become sub1ect 10 the Workers· Compensation provisions of the Labor Code, you must forthwith comply with such prov1s1ons or this permit shall be deemed revoked D I hereby affirm that there Is a construction lending agency tor the performance of the woflo:; for which this permit Is issued (Sec 3097, C1v1I Code) Lender"s Name ___________ _ Lender"s Aadress -------~---- u:it BALL POINT PEN ONLY & PRESS HARD CARL1 QTY. PLUMBING PERMIT -ISSUE EACH FIXTURE TRAP EACH BUILDING SEWER EACH WATER HEATER AND/OR VENT EACH GAS SYSTEM 1 TO 4 0 UTLETS EACH GAS SYSTEM 5 OR MORE EACH INSTA~, ALTER, REPAIR WATER PIPE EACH VACUUM BREAKER WATER SOFTNER EACH ROOF DRAIN (INSIDE) TOTAL PLUMBING QTY. I ELECTRICAL PERMIT -ISSUE NEW CONST EA AMP/SWT/BKR 1 PH EXIST BLDG EA AMP/SWT/8 1 PH 3 PH REMODEL/ALTER PER CIRCUIT TEMPPOLE 200AMPS OVER 200 AMPS TEMP OCCUPANCY (30 DAYSI TOTAL ELECTRICAL .., BUILDING DEPARTMENT QTY. vO REDEVELOPMENT AREA vO ND vO N MECHANICAL PERMIT -ISSUE INSTALL FURN. DUCTS UP TO 100,000 BTU BOILER/COMPRESSOR UP TO 3 HP RHO TOTl<L MECHANICAL QTY. I SOLAR -ISSUE COLLECTORS STORAGE TANKS ROCK STORAGE PUMP PLAN CHECK FEE TOTAL SOLAR D DECLARATIONS. . PERMIT NUMBER I 6 Ju--1 L O ~I (I, l) "2--,.-"°2-(o BLDG USE CODE auq_;,sY'-A~ Not Valid Unless Machine Certified 3_._0 0 SUMMARY/AOCOWNT NUMBER BUILDING PERMIT 01-000-4220 SIGN PERMIT 01-000-4221 PLAN CHECK 01-000-4806 TOTAL PLUMBING 01-000-4222 ELECTRICAL 01-000-4223 MECHANICAL 01-000-4224 MOBILEHOME 01-000-4225 MOBILEHOME PARK INSP ------SOLAR 01-000-4226 STRONG MOTION 65-640-0519 I 70- Fl RE SPRINKLERS 01-000-4227 ,1111 r:--. PUBLIC FACILITIES FEE 25-000-4933 BRIDGE FEE SCHOOL FEE -DISTRICT Carlsbad 65-623-0519 Encinitas 65-624-0519 San Dieguito 65-625-0519 San Marcos 65-626-0519 ~ ~,...- ~ u::: ~ co 0 a. E Q) I- I "O 0 Cl c co g a. a. < I .>i:: C a: 0 U) U) Q) U) U) < I ~ .Q Q) >- ui U) Q) 0 0 a: co 1ii 0 ~ Q) 0 C Ill C iI :!::- I C Q) ~ Cl 0 0 Q) a. U) E I ~ .c 3: ~ l 111\ .. ,. ..... --··-·· ... - BUILDING FOUNDATION ~.,.~b~\~~1 lf-~ .... f • • s·,,.,4 ~ q_ 7-f-Y 'REINFORCED STEEL !1ASAP109 :m ,-TtL.7-t11° WA-U-~. • ·-<. GUNITE OR GROUT FLOOR & CEILING SUB FRAME SHEATHING (2, 30-<z FRAME EXTERIOR LATH lNSULATION INTERIOR LATH & DRYWALL l-2-/, ~ PLUMBING SEWER AND BL/CO \ ,lf/1' IA ~,,..,I PLUMBING UNDERGROUND ' 6 4 ,-• • -.?LlJMBIIJG Toe rn1T r-£.t1-v~'/.-;:;, TUB AND $HOWER PAN GAS TEST ELECTRICAL ' TEMPORARY POWER ELECTRIC UNDERGROUND I ROUGH ELECTRIC ' ELECTRIC SERVICE .S~ t--/Dl ~ ~Z- PJOrlJB+l",tft Gl>~JU() ·-· ~f~ NO 1$ .. -!t-1 G. F. I. -SMOKE DETECTOR MECHANICAL DUCT & PLEM., REF. PIPING HEAT -AIR COND. -SOLAR SYSTEMS ' VENTILATING SYSTEMS -,~ ~ '~ b/- I ,-,,_.., '"' / I ;Z. J,,A _,,__ 2-l-:-"~- I I ~ I & ,_,, -r r- A/11?~ ' A,A)~-V"' l CALL FOR FINAL INSPECTION 1WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED. JOB SITE FINAL -~ PLUMBING .~ V" ELECTRICAL ,,. .JJI~ MECHANICAL ' L/)t ..... GAS Aft:Y' ""' BUILDING _,,-</· '\ - SPECIAL CONDIT I CERT OF OCCU UED -- _;; • ~ , ,j T' l $?;;,.. -;;),;:)-(.o FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES REQ IF INSPECTOR'S . INSPECTION DATE ·-. - CHECKED APPROVAL SOILS COMPLIANCE ft) f>C,c.f~ 71-1#& f=0~'i I ON ~r::-~/.NC, WIT-IA PRIOR ro - FOUNDATION INSP U,~ILJ'II-G)U)t.tl.../,0 'w)o Y:,fZ..torz_ /~$pt:=3Cf't,e,N'; jV STRUCTURAL CONCRETE I ~ OVER 2000 PSI ff,') I 1-J $P &-c-r I o IJ 1-.AAl:?6 TOG,61"~ sp.__. PRESTRESSED CONCRETE J NStPG'v,"OF--PLM.t>t7. ,,{/tfi>-L- POST TENSIONED I I CONCfoETE . FIELD WELDING HIGH STRENGTH ' -BOLTS --, -SPECIAL MASONRY . PILES,CAISSONS ·, . , ·, ., . ... --' -------·---- " . . •· -----·----· '. -' ---- - -·------· -·-~ r--------. CII ~~[• City. 9[;wsCarlsbad . 120.~·~!=t'M};"CARLSBAD, CA 92008 • TEL. (71~) 438-5525 r /3i: i { d-111c.i 1{G" :i.:t ~' JjiJ.f_ ~ Job Address Owner t,;it .,-i,1 r" Lh . • .. Mailing )?>'?JD P: /It <.J l.11 e, eV' RJ Address Clly~ ~"1 f) I e Cf<:'\ 1Zib9'i) n Tel. o'l9')-5\:;" t;;O Contractor ...., 5.QYne Address •' ,. 'I Zip Tel. City ' State Lie. Qity ' s. Classif. , -· Lie. No. ; •11 J: t . ·eoMP~ETI;: FOR PLAN CHECK ONLY .. i ~' t . ' . . . Por d 0~ I ~ lt FI( 11 t I( if' ftJ '{; :, D .. .. :t~GAL DESCRIP:J"ION "· '' -· · A et·w:J lt.e~1 ru~ Rt/0. JJt;c;,£} *fs2.7:> u I -, ASSESSQRS P~RCEL, NO. DESCRIPJI_ON OF WORK . - BJJ01u Ti {t-£;tb Cone..,, "5h-e1I 'I .. oPP1c~:/1,~r-, , ~ • ri_ _ /Jccr,,,~,,,,,c--1 --,---.-. , I • Molil u~qC~"< ,,,~i~ I .42 ,~{.dJ1 £ -' ·-· __ ,,., I ,f>1 .... ':" , ... : ,,.,,, •, PLAN IQ NO. Cttit It "'b Cl~S'.X, . - DESIGNER ADDRESS1 _ d,,°;t;K) . 4-fk1 A.Ve. S4D. PHONE/ ?f<k\ d-'7J -7? ($ 0 I ..... ~ · :·~-y.' ,c. ·. -c fa ws :c VJ · .. .. ' '• CONTACT PERSON .. . ' - .. ' SlgaatU" OfAppup>atm: i~ o,1e¥fJs/41 Ill,,. . - MISCELLANEOUS RECEIPT IIISGELLANEOUS FEE RECEIPT D • PLAN CHECK FEE Ol-000-4806 0 VALUATION --? "v. &_~,-,~z:a 1 , .. '2.-.• W.-.~.. . .. 1,JYt.: It .,I/ I i..;/:. ;' D DEMOLITION D HOUSE MOVING D PARKS AND RECRE.ATION FEE D PUBLIC FACILITIES FEE ·-D SCHOOL FEE -DISTRICT . ' D Carlsbad .,.. D Encinitas D San Diego D San Marcos· n .. --- D D .. .n n D ·O .. ., :o 0 ,,. tl .. ·' " . -. ·. D D \ -. "I ·'1 .1. ~ ;l' ,. .-· '/ ' . ' l !, I - 7 ,~' ',~· ·: /:..:: - .I _, .... --,·;t,•r:J _ l'.OtAL:F~~-J$ /1 tj/tj ~-. ·. .. '· ' .,, -· -, -' *WARNING-: PLft;N Ci'iFCK,FEES. WH·!,:~E NO ACTION IS.TAKEN BY THE APPLICANT IN'18P DAYS AND NO BUILDING-PERMIT IS ISSUED, FEE ARE FORF-EITED TO TH!: CITY. . . .. . COMMENTS: .. , ''"' . ,, : I -. I "' -_, ~ White ....:. ,Ap1:11jcant Yellow -File Pink -(1) Finance (2) Data Process Gold __; Assessor ·1 SEE 85-225 2250 RUTHERFORD RD FOR MORE IN-FO USED AS PC# ·. FOR 85-224 85-225 85-226 I APPLICATION FOR P-ERMIT TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARLSBAD ENGINEERING DEPARTMENT 438-5541 FOR APPLICANT TO FILL IN BUILDING ADDRESS OWNER > \ I• :' ! ) :- ~· .I! ' I •• ,.. ,-I ' '( • MAILING ,ADDRESS ,_) -,, \ . '1' : ,!¥'~ i1 ~ --~. ~ : .. .1 . -CONTRACTOR · ~ .. ~1· . . ... .'.}/;t·. , CQNTR.ACTOR!S . ADQRESS . . ' ' , ~ . . . ... N~W BUILDING LEGAL DESCRIPTION REMARKS: i,,: .1 en _-/I'\ \:.1,./ I .. ,' "-· I EXISTING BUILDING I - LA'FERAL LOCATION I ST • ] ..,: en f ['\ '-V SE ISSUED BY -----------------..., DATE ISSUED----------------- VALIDATION LATERAL CHARGE, COM,PUTATION .. STANDARD 4" (Max. H. 30', V. 10')_---'-~------ 0VER 30' H. ___ @~ ___ FT. ________ --'- OVER 10' V. @ FT·---~----- STANDARD 6" (Max. H. 30', V. 10'>------~-- 0VER' 30' H. ___ @.~---FT.~-________ _ OVER ·10• V. ___ @ ___ FT. ________ _ TOTAL CONSTRUCTION COST--------- SERVICE CHARGE (REPAVING ETC.) ________ _ TOTAL LATERAL CHARGE-------'----- LINE COST DATA ASSl;:$SMENT DIST. NO,------------- FRONTAGE ____ COST PER FT, ____ TOTAL----'-- OTHER _________ ~---,_~.-------- J. , CONNECTION FEE Ir Y& ... ,,,.,,.vl' /Ytf NO. UNITS . COST PER UNIT' v . TOTAL f' ._ PUMP STATION FEES NO. UNITS ___ COST PER UNIT ____ TOTAL--- I</ l/lO LATERAL Nd. INSTALLATION DATE TOTAL CHARGl;:S (LATERAL ETC.)...,._~---'''--,---",...------t ------'----------------~~---------,,-----ti ( WHITE: E_nglneerlng GREEN: Finance Y.ELLOW: Sanitation PINK: Building GOLDENROD: Permitter PROFESSIONAL REG:STERED INSPECTIONS. tr-JC PHONE 292-0660 7895 c::invoy c;owr·t., san c;l.t:,gO. ca .. forn,a 92111 INSPECTIONS • TESTING • ENGl~i;i:R,NG -' TEST REPORT JOB NO. 394 7 JOB _______ ~c~a-r_Js_b_a_d_R_e_se_a_r_c_h_c_e_n_te_r_B_u_i_l_d_in_g_s_A_,_B_&_c_·(_j_o_b_J2_1_5_) ___ ...,... ____ _,,,_ ___ ,,,_...,,_ ~ ADDRESS ___ ·_2_2_5_8_R_u_t_h_e_r_f_o_ra_,_c_a_r_J __ s_ba_d ______ PHONE ----,-------------.. ()WN_ER -_____ K_o_J _J _c_o_m __ p_a_n_Y ___________ CONTRACTOR _L_._R_._H.,..u_b_b_a_r_d_Co_n_, s_t_r_u_c_t_. _c_o_._ CL•~~T:""'. ____ Ko_1.,...1_co_m_p_a_n_Y ______________ ENGINEER ___ N_o __ wa __ k_, _Me__,u_J m_e_s_t_e_r_&_A_s_s_o_c_._ R.L. Carll and Associates AJICHr:recr _____ __,, ___________ _ BLOG. AUTH. __ c_i t_y_o_f_ca_r_J_s_b_a_d _____ _ IN$f:"~CTOR PERMIT NO. 82 -226 PLAN FILE ____ ,... F&Ea;.p. --' SAMPLi; OF: Concrete LOCATION OF SPECIMEN IN JOB OR STRUCTURE: Footing North ____ ~nd Bui Id i O!;J C MIX NO. ____ c_4_7_0_-c_o_o_4_ ... _s0_1 _______ ,__ ___ MADE BY ___ J_i_m_c_ro_s_s _______ _ PROPORTIONS_.,.. ______ 5_s_K---:-___________________ SLUMP ____ 4_'1 ___________ _ ADMIXTUR~ ---------------------DATE MADE 10-22-82 TYPf OF CEMENT_P_o_r_t_l_a_nd __________________ DATE RECEIVED _J0'":"-_2_S_-_8_2 ________ _ CONC. SUPPLIER __ c_on_ro __ c_k ___________ ..,...._ SOURCE OF ROCK TICKET NO. ___ 8_08_0_8,.;;,.1 _______________ _ INSPECTOR SIGN ___________ _ LABORATORY TEST DAT A AGE TESTED DAYS 7DAYS SPECIMEN MARKINGS 41338 DATE TESTED 10-29-82 AREA -SO. IN. 28.28 ULTIMATE LOAD -LBS. 47000 UNIT STRESS .... PSI )660 SP~(:IFIED STRENGTH AT 28 DAYS PSI DtSTRIBUTION: Ko 11 Company Robert L., Carli and Associates City of Carlsbad Nowak, Meulmester, Allen, Tanikawa DAYS 28 DAYS DAYS 41339 41340 11-19-82 Hold 28.28 68000 ... -A ,(;'~ 2405 2000 YJ"t,/ ! ;\ ' '-·· .. · . ' . ~ ' ,·,J ,•. R.0. GRAY, INC. OBA 1 ., SL J\N ElECTRI Phone 239-6174, APRIL 5,1983 BERG ELECTRIC ·650 OPPER ST. ESCONDlDO, CA~ 92025 No~ 5D5222 SECO Job No. 59006 G.F. I .. Testing. Gentlemen: we have performed the following G.F.I-Test. iocation: 2258 Ruthe{~oad · · ·· ·., Research· center sierracin/Magnedyne •' .1 Test Equipment: Mu1~i~Amp MS·l~ serial 1727 with·; auxiliary tirner 1/100 sec/d.iv. · · Equipment Te~ted:·:~ FPJ NP'. ~~arne Cat# ;NP632(i)OO . 3_Pole 600 Arnp Breaker FPE Class 1 Ground Relay Type GLR-T FPE Switch Board 1600 Amp 277/480 Volt SO# A83-01•003 . ! ' ~l,.\' Test Results: · 400 .· Amp 14HZ ·' . ~ ,, , .i ,l~i~· ~1· ; ~ /> ,, ~. -~ .• ·~ t, ' ,.• ·,,~:~·;.·;~/.{•1:}···/::;f f; INSULATION CERTIFICATION THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNIA, IN THE BUILDING LOCATED AT: s I TE ADDRESS: 2258 Rutherford Road, Carlsbad, CA, Sierradn/Magnedyne OWENS CORNING -3½" FIBERGLASS EXTERIOR WALLS CERTAINTEED 3½" FIBERGLASS MANUFACTURER· JOHNS MANVILLE THICKNESS/TYPE 3½" FIBERGLASS 11 11 R-VALUE 11 CEILING_S Owens Corning 6¼" & 9½" Fiberglass BATTS: CertainT.eed · 6"-. & .10" Fiberglass. MANUFACTURER __ Jo_hn_s_M_an_v_i-'-ll_e ____ THICKNESS/TYPE.6$" & 91" Fiberglass R-VALUE 19 & 30 BLOWN-: MANUFACTURER ______________ THICKNESS/TYPE __________ R-VALUE __ _ FLOORS MANUFACTURER ----'--------THICKNESStTYPE R-VALUE GENERAL CONTRACTOR _____ ,_ ____________ _ LICENSE # BY TITLE DATE --------,--------- SCHMID INSULATION CONTRACTORS, INC. LICENSE # 221517 BY .:B~. B~ . J-TITLE BRANCH MANAGER DATE {·~ . ~-: .•. . ·' INSULATION CERTIFICATION THIS JS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNIA,-IN THE BUILDING LOCATED AT: C-2 s IT E ADDR.E S S =-------=2=25=8;;.....,:,.R=u=th=e=r=f=o-=-rd=--=R-=o=a=d~, _,C-=a .... r ... l_.sb .... a...,d~,-GA......._. _..._.S'"'"i e..,_r._.r_...a ..... c ..... in...,/,_.,M ..... a..,._gn,.,.e .... d-i-i¥11 ......... e'--------- OWENS CORNING 3½" FIBERGLASS EXTERIOR WALLS MANUFACTURER CERTAINTEED 3½" FIBERGLASS i,JOHNS MANVILL.E THIC!(NESS/TYPE 3½11 FIBERGLASS ··c'E-iLINGS ~~ns Corning 6¼' & 9½" Fib~rglass 11 11 R-V /;\LUE 11 BATTS: CertainTeed 6" & 10" Fiberglass ,._ ,-MANUFACTURER __ J_o_hn_s_M_an_-_v_il_l_e ______ THI CKNESS/TYPE 6½'' & 91" Fiberglass R-VALUE 19 & 30 .:BLOWN: MANUFACTURER THICKNESS/TYPE R-VALUE -----'--------------------- FLOORS MANUFACTURER· THICKNESS/TYPE R-VALUE -----'-------'-------,---------- '· G~NERA~ CONTRACTOR_--'------------------------LICENSE # ______ _ BY TITLE DATE ---------------------------------------------- SCHMID INSULATION CONTRACTORS, INC •. T lTLE BRANCH MANAGER LICENSE# 221517 C-2 DATE ------------- April 13, 1983 Mr. Merardo Camero City of Carlsbad Building 1200 Elm Avenue Department Carlsbad, CA 92008 RE: Carlsbad Research Center -Building 'C' :i. 2 s-e p.e.A't'tJG'P...~/LJ:>- Dear Mr. Camero: It is our professional opinion that the sawcut slab in Building 'C' of Carlsbad Research Center does not affect the structural integrity of the Building. The 5" slab was cut for plumbing additions and replaced with a new 5" thick slab with #4 reinforcing. bars doweled into the exist slab each side of the trench at 48" o.c. staggered. These bars were pro- vided by the general contractor to eliminate any differ.ential settlement between slabs. Sincerely, Donald R. Labate Project Engineer DRL:pjad cc: Eric Clausen Mick Kubota L. Nowak, S.E. Engineer RECEIVED l\PR 151982 F CARLSBAD crN ~\d"nN oepartment BtH ti,5 REGISTERED INSPECTIONS., INC. /8!JlJ l.onvuy l.ourt San Dieyo, California 92111 "' fhont! 292-0660 "' . ' INSPE:CTORS WEEKLY REPORT \..3 (--/ 7 No. ----------------------------------·---· ·----··· ,:() 'v f HIN" '°'ilf< K P~ f<.F O RMf. lJ W"H!~ H Rlol)l>IHl.D APPROVAL BY 1 r!t ~PtCIAL INSPECTOR OF ;><'Hf. lNf CH( t. D l Ot,•.fll-T(. ·' PHE·S I f<FSS~ D (.ON,. Rl l ! RE IN FORCED MASONRY 'olf<UCT. ·,Ttbl A:,!.EMBLY fH:.INFOHC.ED Gy'PSUM P1LE. DRIVING CONTRACTOR KoLLCo , GLUE• LAM. FABRICATION I OTHER 'SOC....• CONTR, DOING REPORTED WORK t. ~~, * INSP'N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, Rf;:MARKS, ETC. IN Cl UDES INFORMATION ABOUT -AMOUNTS OF MATERl'AL PLACEO OR WOR~ PERFORMED, NUMBER, TYPE, 6 IDENT. NO'S. OF T!iST SAMPLES TAKEN; STRUCT. CONNECTIONS IWELDS MADE, H.T. BOL ·1 $ fORQUEDl CHECKED; ETC. t -,. t aff-"·----~~~~~~~l~__,.._Y~ ~ -lo ti,,. -,< 1Ll!!_~---~-~-=-::::..-.-=:i.._..J....;.:1=~C...,,G"-'--f J.. .,.I>) .__ ____________ __ -----------------------...------------------------------------ -----+--·--'------------------... -------- --· ---. ----· -----------------! ----~-----·----·----------. --·---· ------------'-------f CERTIFICATION OF COMPLIANCE I hereby certify that I have inspected all of the above reported work. Uni!!$$ otherwise noted, I have found this work to comply with the approved plans, if)ecifications, and applicable sections of the govern· ing building laws. -- ~-~ PROFESSIONAL REGISTERED INSPECJIONS, INC. ,.,, , 789b Convoy Court San Diego, California 92111 .. ' Phone 292-0660 FOR WEEK ,.._j'Q()J" No. ENDING ON ti..O. ........... . ----------------r----------------&-.------'---INSPECTORS WEE Kl V REPORT ...... !..?.~ .... COVf RING WO.RK',PERFORMED I)(: REINFORCED CONCRETE WHICH REQUIRED APPROVAL BY \ PRE-STRESSED CONCRETE THE SPECIAL INSPECTOR OF '._] REINFORCED MASONRY STRUCT. ST E'C:L ASSEMBLY ,_] REINFORCED GYPSUM . ·1 PILE DRIVING .. i GLUE• LAM. FABRICATION ·~_j OTHER BUILDING PERMIT NUMBER PLAN FILE NUMBER ~ -~~1_6 __ ~-'-------1 A·RCHI T EC T TR. DOING REPORTED WORK e· ~ · I?. I/ tt.8~mc}) ('o.,.,s(;" t c, ~~'"~~ LAB. INSP'N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC, INCLUDES INF-ORMATION ABOUT -AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE, 6 IDEN T, NO'S, BOLTS TORQUEDI ~HECKEO; ETC, I ·r------f-~--"-~Cl~--~.....J~~~"'--"~lli!.--...:!li .... !.-_!~~~;:;;;,~---;-.J~..L~~!lii..--c~lt--_!~~_..i~..:...:~_.r.-,,!.-------1 . ~- .... ---+---------------------------------------------------------1 CERTIFICATION OF COMPLIANCE I hereby certify that I have inspected all of the above reported work. Un!eu l!lltherwise noted, I have found this work to comply with the ~proved plens, specifications, and applicable NCtions of the govern- ing b1,1ilding laws. PROFE.SSION>4L REG;S1 EHEO iNSPECTIOl'JS 11'JC PHONE 292-0660 7,B~!:;i c )nvoy c..,1....,rc.. San Cl ~~...,o Cd ,f-orn,a._'..J:?111•· .. f I, TEST REPORT JOB NO. 304 7 JOB Carlsbad Research Center Building_ s A,B & C (job 1215) -----------------------~-----:__ __ __:_ ______________ _ ADDRESS ----------------~------- 2258 Rutherford, Carlsbad PHONE OWNER ________________ -,-__ _ Kol I Company CONTRACTOR L.R. Hubbard Construct. CLIENT ________________________ _ Ko 11 Company ENGINEER Caneer Engjneering ARCHITECT __________________ _ R.L. Carli and Associates BLOG. AUTH. City of Carlsbad INSPECTOR--------------'----------PERMIT NO. _82_-_2_2_6_ PLAN FILE FIELD SAMPLE Of: Concrete LOCATION OF SPECIMEN IN JOB OR STRUCTURE: Building C Line A at 8 and 9 • Co. C470C004-SDI Wi 11 iam Durfee MIX NO. _ __, __________________ MADE BY ______________ _ 4,.-.5 11 PROPORTIONS __________ ..,.... __________ SLUMP---------------- ADMIXTURE ----------------------------DATE MADE 8-2-82 1/11 8-25-82 TYPE OF CEMENT ______________________ ....... _ DATE RECEIVED--...----------- Con rock CONC. SUPPLIER -------------------SOURCE OF ROCK Oceanside 807125 TICKET NO. ----------------------INSPECTOR SIGN------------- LABO RA TORY TEST DAT A AGE TESTED DAYS 7 DAYS SPECIMEN MARKINGS 40776 DATE TESTED 8-31-82 AREA -sa. IN. 2.8.28 ULTIMATE LOAD -LBS. 50000 - UNIT STRESS -PSI 1770 SPECIFIED STRENGTH AT 28 DAYS -PSI QISTRIBUTION: Ko 11 Company Robert L. Carli and Associates City of Carlsbad DAYS 28 DAYS DAYS 40777 40778 9-21-82 Hold 2000 . PROFESS1Uf'J.l.L Ht.Li ST~l-1E:O .r'.lSPfCT:Oris. IN~= PHONE 292-0660 -----',.B:J5 c..: ~f"lVlJY L.~hJf .. t, ~cH"l a t.--:'~JO Cd .for·r4,,d '_j_:";;11 ,& ' TEST REPORT JOB NO. 304] JOB ______ c_a_r_ls_b_a_d_R_e_s_ea_r_c_h_C_e_n_te_r-B_u_i_l_d_in_g_s ____ A_,_B_._&_c_(_j_o_b_l2_1_5_) ___________ _ ADDRESS -------------------------- 2258 Rutherford, Carlsbad PHONE OWNER _________________________ _ Ko 11 Company CONTRACTOR L.R. Hubbard Construct. Co. CLIENT _________________________ _ Ko 11 Company ENGINEER Caneer EngJneering ARCHITECT __________________ _ R. L. Carli and Associates BLDG. AUTH. City of Carlsbad INSPECTOR-----'-----------------PERMIT NO. 82-2Q PLAN FILE FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN IN JOB OR STRUCTURE: B 1 dg. B Interior column footings 1 i ne 3 D to F C470C004-SDI Wi'lliam Durfee MIX NO. _____________________ MADE BY _____________ _ 4.511 PROPORTIONS ___________________ SLUMP ________________ _ 8-24-82 ADMIXTURE -------------------------DATE MADE ____________ _ I/ I I 8-25-82 TYPE OF CEMl;NT ----------------------DATE RECEIVED -...----------- Conrock Oceanside CONC. SUPPLIER -------------------SOURCE OF ROCK 807162 'TICKET NO. ---------------------INSPECTOR SIGN ___________ _ LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS SPECIMEN MARKINGS 40773 DATE TESTED 8-31-82 AREA -SO. IN. 28.28 ULTIMATE LOAD -LBS. 42000 UNIT STR.ESS -PSI 1485 SPECIFIED STRENGTH AT 28 DAYS -PSI DISTRIBUTION: Ko 11 Company Robert L. Carli and Associates City of Carlsbad DAYS 28 DAYS DAYS 40774 40775 9-21:-82 Hold 2000 ENGINE(luf /¥ PROFESSIONAL REGISTERED INSPECTIONS, ,INC. /8~!> Convuy (.,our l San Dwyo, Cal1forn1<1 92111 • Phont! 292-(,)660 . INSPl:CTOHS WH Kl. Y REPORT 30-/J No t-(,~IVVi(K 3.s. T ~ I NIJ1N<, <JN : _ :;:·: :'!t.-:·: .:/:.~-r.Jr. .. ()\, t--J.~IN,~ "'' •1<K f~r Ht'l't~Mt l1 ,l h ~ It .r ; ')< ! r lJ , • t 1< I(! { t-, { HI J ' I '.1 l t I \ A~)~ t. M ti l y vl l.,f. • l AM. f AHHl(.AT ION OTtiEH P H.1 <,' Hr ',"lt Li ~ .. VN• ,Ht It: THt $f'!:l.1/\l IN~r'I:, IOH (,f INSP'N. DATE LOCATIONS OF WORK INSPE.CT£"1' T6ST SAMPLES TAKEN, WORK REJFCTEn, LOB PROBLEMS, P,ROGRESS, RE"ll\BKS, !==T'<;:, IN Ct uoc:s IN f'()AM Ai ION A l:)0U l -AMOUNTS OF MA l E.RI AL PL ACE.D OR WOHi". i-> li:RFOHME::Di NUME:3ER, l Y PE.• IOt::'.'N r. No·s: Of· l lc.S r SAMPL E.S t AKEN; S1 f<t>C T. ('ONNECTIQfl~ <WELDS MADL, H. t. BOI l S , ORQUEDI CHEi'.CKED; El C, ..... ---------~----------·-----~-------· ·---···-···· ... t-----t--------------------·-··-----------·---····--· t--------------------------------------------····-------· -----+---------------------------------· ·--··--... --- -------------·---------·-------------------~-------------.,. __ ------~ t--~------------.. --·····---------------------·-.. ---------------------------------------·-.. t-----+---··-----·----·· -------· ----------· ----·------·-·- ~~----------·-----------·----------· CERTIFICATION Of COMPLIANCE I her11by certify that I hav11 msp11ct11d all of th11 above r11port_11d work. Unless otherwise noted, I have found this work to comply with th11 approv11d plan$, sp11c1ficattons, and applicable sections of th11 govern- ing building laws. ------------------------< ··------------------- ----------· . ------------- -------7~_.-!1 , ----------{o-.,--..... ··a . ----~>-+-'(\~---{ -V~~~_,____, ------- 1 -----. -----,-..,....-- HI Gl~lEf< NUMBER • I PFlOFESSIONAL REG:S-T EHED iNSPECT:0/\JS. 1NC -;;'B':.l!::i c ·;nv1:iy c~J.,rt, 5c3n a 1::.J0. ca-iforn,a ;]2111 , j TEST REPORT PHONE 292-0660 JOB NO. 39#7 Carlsbad Research Center Buildings A,B & C (job 1215) Building C JOB _______________ ""---'-------------.------------ ADDRESS ____ z_z_5_8_R_u_th_e_r_f_o_r_d~,_c_a_r_ls_b_a_d ___ ,--__ PHONE--------------,.....,....-- Koll Company L."R. Hubbard Construct:. Co. OWNER ________________________ CONTRACTOR---------.-.--,..----- CLIENT _____ Ko ___ l _1 _c_o_m_p_a_n_Y ______ ..,...... _____ ENGINEER ___ N_o_w_a_k_, _M_. e_u_l_m_e_s...,.t_e __ r-__ & ... A_s_s_a_c_._ R.~. Carli and Associates ARCHITECT ... · _________________ _ City_ of tarlsbad BLDG.-AUTH. _____________ _ INSPECTOR __________________ _ PERMIT NO. 82-226 P°LAN FILE. FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN IN JOB OR STRUCTURE: C470C004-SDI MIX NO.-------.....----------------MADE BY PROPORTIONS ___ 4_._7_S_K _____________ _ SLUMP ADMIXTURE __________________ _ DATE MAOE TYPE OF CEMENT __ I/_I_I ____________ _ . DATE RECEIVED CONC. SUPPLIER __ c_o...,n_ro_c-k ________________ SOURCE OF ROCK S ~ 0. G. Line~ E/2 · #1 - #3 . . . William Ourf~e 4 .5•• 8-30-82 8-31-82 Oceanside TICKET NO. ___ 8_07_3_3_4 ___________ _ INSPECTOR SIGN ____________ _ LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS SPECIMEN MARKINGS 40864 DATE TESTED 9-6-82 AREA -SQ: IN; 28.28 ULTIMATE LOAD -:-LBS. 51000 UNIT STRESS -PSI 1800 SPECIFIED STRENGTH AT'2~ DAYS -PSI. DISTRIBUTION: Ko 11 Company Rober·t L. Carli and Associates City of Carlsbad Nowak,· Meulmester, Allen, Tani,kawa DAYS 28 DAYS DAYS " 40865 40866' 9-27-82 Hold 2000. ENGINEER P.ROF-ESSIONAL REG:SHJ:iED iNSPECT:ONS. INC PHONE 292-0660 ?E;,3'.J:.~ c -.,,,.,oy cu.,rc., san CJ t:,~o ca fo,·n,a '92111 ·, TEST REPORT JOB NO. 304 7 Carlsbad Research Center Buildings A,B & C (job 1215) Building C JOB__, ________________________ ~--------------------- ADORESS --------------------.,-----2258 Rutherford, Carlsbad PHONE OWNER--------------------Koll Company CONTRACTOR CLIENT ________________________ _ Kol] Company ENGINEER ARCHITECT---------------------R. L,. Carli and Associates BLDG. AUTH. INSPECTOR-----------------------PERMIT NO. FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN IN JOB OR STRUCTURE: L.R. Hubbard Construct. Co. Nowak, Meu1mester City of Carlsbad 82-226 PLAN FILE Footing at G-3 #4-#6 & Assoc. - & C470C004-SDI William Durfee MIX NO. ____________________ .,..._MADE BY ______________ _ 4 7 4,511 PROPOATIONS ______ . _______________ SLUMP ______________ _ ADMIXTURE ___________________ DATE MADE 8-30-82 1/1 I 8-31-82 TYPE OF CEMENT ________ ......., ____________ DATE RECEIVED ------------ CONC. SUPPLIER Con rock --------------------SOURCE OF ROCK 0ce~nside TICKET NO. ___________________ _ INSPECTOR SIGN ____________ _ LABORATORY TEST DAT A AGE TESTED DAYS 7 DAYS SPECIMEN MARKINGS 40867 DATE TESTED 9-6-82 AREA -SO. IN, 28.28 UL Tl MATE LOAD -LBS. 50000 UNIT STRESS -PSI 1770 SPECIFIED STRENGTH A_T 28 DAYS PSI DISTRIBUTION: Ko 11 Company Robert L. Carli and Associa~es City of Carlsbad Nowak, Meutmester, Allen, Tanikawa DAYS 28 DAYS DAYS 40868 40869 9-27-82 Hold 2000 · ENGINEER PROFESSIONAL REG:STEREO INSPECT1GNS. INC 789:;, convoy court., san o iago, ca,.forn,a 92111 < INSPECTIONS • TESTING • Ef\JGl~J~tR,:\IG TEST REPORT PHONE 292-0660 JOB NO. 39¼7 JOB Carlsbad Research Center Buildings A,B & C (job 1215) -------------------------------------------- ADDRESS ----------------------,- 2258 Rutherford, Carlsbad PHONE . OWNER ______________________ _ Ko 11 Company CONTRACTOR L.R. Hubbard Construct. Co. CLIENT _______________ _..,. ______ _ Ko 11 Company ENGINEER Nowak, Meulmester & Assoc. ARCHITECT ------------------------ R. L. Carli and Associates BLDG. AUTH. City of Carlsbad 82-226 _;;IN;S;P;;E;;;C~T;;;O;;R_;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;_;;;;;;;;;;;;;;;;;;;,;;;;;;;;;;;;_;;;;;;;;;;;;;;;;;;;;;;;;;;;,;~~P~E~R~M:.;_I T~N~O;,;_, .;;;;;;;;;;;:;;;;;;;;;;;;;;;;;~P~L~A~N:::::F~l~L ~E ~;;;;;;:;;;;;;;;;,;;;;;; FIELD LOCATION OF SPECIMEN SAMPLE Of: Concrete IN JOB OR STRUCTURE: Column N.W, corner Bldg. G MIX NO. ____ C_52_6_c_w_o_4_-_GA_5_7_l_l ____________ MAOE BY ___ J_i m_C_r_o_s_s ________ _ PROPORTIONS __ 5_._6_S_K ________ ,....__,_ _____ SLUMP ____ 4_11 ___________ , 19185 ADMIXTURE __ P_o_z_z_3_o_o_N_10_3_o __ z_. _I_D_a_i_s_6_8_o_4 _____ DATE MADE 11-2-82 TYPE OF CEMENT _Po_r_t_l_a_n_d ________________ DATE RECEIVED _l l .... -_3_-_8_2 _________ _ Con rock CONC. SUPPLIER --------------------SOURCE Of ROCK TICKET NO. __ 8_0_8_25_8 _____________ _ INSPECTOR SIGN ------------· LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS SPECIMEN MARKINGS 41457 DATE TESTED 11-9-82 AREA -SO. IN. 28.28 ULTIMATE LOAD -LBS. 82000 UNIT STRESS PSI 2900 SPECIFIED STRENGTH AT 28 DAYS PSI DISTRIBUTION: Ko 11 Company Robert L. Carli and Associates City of Carlsbad Nowak, Meulrnester, Allen, Taoikawa DAYS 2i DAYS DAYS 41458 41459 11-30-82 Hold 28.28 '-· 119000 -A ,I .,,~ 4205 2000 7895 Convoy Court San Oi190, California 92111 PROFESSIONAL REGISTERED INSPECTIONS, INC. , Phone 292-0&IO ) ,INSPECTORS WEE KL V REPORT 3047 No. ..::o\tE~ll'.IG WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF D REINFORCED CONCRETE D PRE-STRESSED CONCRETE D REINFORCED MASONRY [J STRUCT. STEEL ASSEMBLY D REINFORCED GYPSUM [J PILE DRIVING LJ GLUE• LAM, FABRICATIO~ Ix] 0 Vi~1d Weld ·······················•,•························· JOB AODR.ESS · BUILDING PERMIT NUMBER' PLAN Fl LE l!IUMBIER 2258 Rutherford, Carlsbad, Bldg. C 82-226 I 9WNER OR P.RO.JECT NAME ARCHITECT C~rlsbad Research Center R. L. Car 1 i and Assoc.i ates C:ONSTR.MAT'L. (TVPE, GRADE, ETC,) DE.IGN STRENGTH 'SOURCE OR MFGR; ENGINEER Steel A-36 Nowak, Meulmester, Allen, and Assoc. 01:s·cRIBE MAT'L, (MIX Dl:SIGN, 1u:-a411 GIIADI: • MFGII., Wltl.D•IIOD, ltTC.l GENERAL CONTRACTOR INIP'N. DATE 11-4 11-5 7018 1/811 Electrode L.R. Hubbard CONTR. DOING REPORTED WORK Garland and Garland LAB, RECEIVING • TESTING CONS TR, MAT'&.. SAM PL ES Professional Registered Inspect., Inc. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC, INCLUDES INFORMATION ABOUT-AMOUNTS OF MATERIAL PLACED OR WORK PERFORMEOI NUMBER, TYPE,• •DENT. NO'S. OF TEST SAMPLES TAKEN; STRUCT, CONNECTIONS !WELDS MADE, H.T. BOLTS TORQUEDI CHECKED, ETC. Observed and inspected welding of base plates and chord connections at south end of building C. Welding of base plates Building C continues. Completed base plates North, South and West ends of building. All welding done by certified welders: Duke Garland certified at American Testing Institute, 4018 Michael .Osborne certified at American Testing Institute, 4738 CERTIFICATION OF COMPLIANCE "'•. - 1 hereby certify that I have inepected Ill of th• •bcw• reported work. Supervisor: Unlell otherwiM n~, I have found this wortc to comply with the :..::;,,::...:.,_;__.e;____,~~.1....,4"'t--~,<;._-,,_..:;=.;.-=H,c::r...,.._...-.. ...... __ _,,onc1· pin, apt1elflcationa, and applicable aaction1 of the eow•m· inn ~!!Qli~ laW!!. · Fl!EG!STE ... NUMBER PAOF!;SSIONAL REG:STERED INSPECTIONS, INC PHONE 292-0660 7895 c::inyoy court:., san 0.1::,go, ca,,forn,a,92111, L INSPEGTlONS • TESTING • ENG1~J'.:i:A;NG . , TEST REPORT JOB NO . 394 7 JOB ~arlsbad Research Center Buildings A,B & C (job 1215) ----------,---------------------------------~---------- AD t> RESS ------------------- 2258 Rutherford, Car] sbad PHONE ()WNER --------------,------ K9l l Company CONTRACTOR L.R.-Hubbard Construct. Co. l'--IENT ___________________ _ Kol 1 Company ENGINEER Now~ k , M¢u.1 me_s ;~ r & Assoc. . .,.CHITECT ------------------- R.L. Carli and Associates BLDG. AUTH. City of Car]sbad INSPECTOR Mer]e Jones 82-226 PERMIT NO. ----PLAN FILE FIELD $AMPLE OF: Concrete LOCATION OF SPECIMEN IN JOB OR STRUCTURE: Building C Pane 1 10 • C526CW0-4-GA5 Mer]e Jones ~IX NO. ______________________ MADE BY _____________ _ P'OPORTIONS _ __,,_5_2_6#_p_e_r_y_a_r_d __ ---' ________ SLUMP ____ 4_11_2_1 _ 1 ________ _ . 'Pozz JOON J.0-18-82 ADMIXTURE-------------------DATE MAO~ ____________ _ I I 10-19-82 TYPE OF CEMENT __________________ PATE RE<;EIVED ------------ Con rock Pala C()NC. SUPPLIER _________________ SOURCE OF ROCK __________ _ 807906 . TICKET NO. ---------------------- Merle Jones INSPECTOR SIGN ___________ _ LABORATORY TEST DAT A AGE TESTED DAYS 7 DAYS SPECIMEN MAA_KINGS 41272 DATE TESTED 10-25-82 AREA -SO. IN. 28.28 ULTIMATE LOAD -LBS. 71000 ' UNIT STRESS .,.. PSI 2510 SPECIFIED STRENGTH AT 28.0AYS PSI 01$TRIBUTION: Koll Company Robert L. Carli and Associates City of Carlsbad Nowak.~ Heul~ster, Allen, Tanikawa DAYS 21 DAYS DAYS 41273 41274 11-15-82 Hold 28.28 110000 -..._ 1'0 pp/ ~ 3000 , Jrr~ ao1ettJ . -z...o .... i · J'f. tf,"/ ' PROFESSIONAL REG:STERED INSPECTIONS. 1NC PHONE 292-0660 ,:a95 cpnvoy court, san o,ego, ca .. forn,a· 92111-' INSPEC1 IONS • TESTING • ENGl!'J!: i: A;NG TEST REPORT JOB NO. JOB Carlsbad Research Center Buildings A,B & C (job 1215) __________________ .....;... _________________________ _ ADDRESS --.....----------------- 2258 Rutherford, Carlsbad PHONE OWNER __________________ _ Kol 1 Company CONTRACTOR L.R. Hubbard Construct. Co. CLIENT ______________________ _ Koll Company ENGINEER N~\'f~k, Me_!,Jlm~ster & Assoc. R,. L. Carli and ·Associates AR<;HIT,E(;T ....,..__,, __________________ _ BLDG. AUTH. City of Carlsbad INSPECTOR PERMIT NO. _S2_-_2_2_6_ PLAN FILE FIELD SAMPlE OF: =. . Concrete LOCATION OF SPECIMEN IN JOB OR STRUCTURE: Column N.W, ½orner Bldg, c MIX N(). ------~-52_6_~_w_o_4-_G_A_5_7_1 l __________ MAOE BY ___ J_i_m_C_ro_s_s _______ _ PROPOATIONS __ 5_·_6_S_K ______________ SLUMP ____ 4_" __________ _ 19185 ADMIXTURE __ P_o_z_z_3..,.o_o_N_10_3_o_z_./......,_D_a_i_s_6_8_o_4 _____ DATE MADE __ 1_1_-_2_-_82 ________ _ TYPE OF CEM~NT_Po_r_t_l_a_n_d _______________ OATE RECEIVED _l l .... _-_3_-_8_2 ________ _ Conrock CONC. SUP~LIER _________________ SOURCE OF ROCK TICKET NO. 808258 INSPECTOR SIGN ___________ _ LABORATORY TEST DATA AGE TESTED DAVI 7 DAYS SPECIMEN MARKINGS 41457 DATE TESTED 11-9-82 -- AREA SO. IN. 28.28 UL Tl MATE LOAD -LBS. 82000 UNIT STRESS PSI 2900 SPECIFIED STRENGTH AT 28 DAYS PSI DISTRIBUTION: Ko 11 Company Robert L. Carli and Associates City of Carlsbad Nowak, Meulmester, Allen, Tanikawa DAYS 211 DAYS DAYS 41458 41459 11-30-82 Ho)d 3000 PROFESSIONAL REGISTERED INSPECTIONS, INC. 789\~~n~~~~o~;iforni• 92111 ,, ,---.,.;_--'---,-------·-.---j..P~ho;;,;n:.;.;•;....:29:,;;,;2;.,;·0:.::660:=., INSPECTo1ts WHKL y REPORT 3047• No. r------------------,---------------'------ covl HIN,, woRK PE Hf-OHM!:[) I xi HLIN~oH,.1: o ( 0N,:H1. Tt. WH1,·t1 RE.l.)lllHl!I APPHOVAI t;1~~1 PHl:•!>TRt~!,£1) (.ON,;HlTl 1 ~~~1~~E~N .... °-~~?.~.~.:. ... ?.??. .. }.~~~SI ..... TH!: !,Pf.C .. IAL IN!,Pt:.C. l'OR 01' ! j REINl'OR,.l.D MA!>ONHY -------·-----------·-· JOB AOllHt.SS 2258 Rutherford, Building C I ~lHU<'T. ~lttl A!,!,f.Mlc!LY I fH:.INFORCt:CJ C.\P!>uM : PILE DRIVING j GLUE• LAM. FABRICATION 1 _j OTHER ·-··---·-------r-------------1 B~I~~~;~ PE.RMI r NUMBER' PLAN f-lLE NUMflE.R OWNFH OH PHO it:.CT NA.Ml: ~---·----·-· --.. ~ ·-------ARC>illECT R.L. Carli and Associates t.NGINEER Caneer Engineering Gt.NEF<AL CONTRACTOR .Mix Design C526-CW04-GA5 Ko 11 Company ----------------------------------CON TR. 0°0ING0"'R-,,E""P~O-R-T~E-O_W_O_R_K ___________ --i L.R. Hubbard --------------------------'-----LAB, RECEIVING • TESTING CON5TA, MAT'L, SAMPLES INSP'N, DATE 10-19 10-22 Professional Registe~ed Inspect., Inc. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. <NCI ,•DES INFORM A fl ON A1!10UT -AMOUNTS OF MATERIAL PLACE.0 OR WOHK PERFORMED; NUM1!1ER, TYPE,• 10ENT, NO'II, o..-Tc.SI SAMPLES TAKEN; ITRUC T, CONNECTIONS IWELOS MADE, H.T. BOL 15 TORQUEDI CHECKED; ETC, Observed placement of concrete in panels 1,2,5,14,15B,15T,16B,16T, 17,19,20,22L and 22R. Took concrete sample at pan~l 16B. Observed placement of concrete at footing North sample. CERTIFICATION OF COMPLIANCE end building. Took J..I D f6P : -f /11" r t, ,1~ r~ t I / I hereby certify that I have ifllPkt•d Ill of the above reported work. Uni-otherwiM noted, I heve found chi& work to comply with the approved plan1, 1Dkification1, and applicable eec:t1on1 of the pern- int buildint law1. Supervisor: P11.,,11 A If ,1 IJ' FD,, /I ,1 If ·-J s{GN"'...TURE OF RE&t:RED INSPECTQR ~--_ __.__1 ..... 0.....,-22~.---SD-72 DA IE OF HE.J•OR 1 RLG'S~fc.fl NUM1!1ER I P.ROFESSJONAL REG:ST ERED iNSPECT:ONS. 11'JC 7895 c:::invoy cciur·r., san d t=yO, Cd .forn,a•:::i::?111 r ., 1NSPECT:ONS • TESTING • ENG,~.: t'R.~JG TEST REPORT PHONE 292-0660 JOB NO __ 3047 Carlsbad Research Center Buildings A,B & C (job 1215) JOB __________________________________________ _ ADDRESS -----------------------2258 Rutherford, Carlsbad PHONE OWNER_~-------------------Ko 11 Company CONTRACTOR L.R. Hubbard Construct. Co. CLIENT _______________________ _ Koll Company ENGINEER Nowak, Meulmester & Assoc. ARCHITECT ___________________ _ R. L. Carli and Associates BLDG. AUTH. City of Carlsbad INSPECTOR--------------------82-226 PERMIT NO. _____ PLAN FILE FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN IN JOB OR STRUCTURE: Footing North end Building C • MIX NO. ____ C_4_7_0_-_C_0_04_-_S_D_l ______________ MADE BY ___ J_im_c_r_o_s_s _______ _ PROPORTIONS ___ s_s_K _____ -_____ .........,. ___ SLUMP ____ 4_1 _ 1 ------------ ADMIXTURE ____________________ DATE MADE 10-22-82 TYPE OFCEMENT_P.,..o_r_t_l_a_n_d _____________ DATE RECEIVED _10....,.· -_2_S_-_8_2 ________ _ Conrock CONC. SUPPLIER _________________ SOURCE OF ROCK TICKET NO. ---S_08_0_8_1 ____________ _ INSPECTOR SIGN ____________ _ LABORATORY TEST DAT A AGE TESTED DAYS 7 DAYS SPECIMEN MAAKING.S 41338 DATE TESTED 10-29-82 AREA -sa. IN. 28.28 ULTIMATE LOAD -LBS. 47000 UNIT STRESS -PSI 1660 SPECIFIED STRENGTH AT 28 DAYS PSI DISTRIBUTION: Ko 11 Company Robert L. Carli and Associates City of Carlsbad Nowak, Meulmester, Allen, Tanikawa DAYS 28 DAYS DAYS 41339 41340 11-19-82 Hold 2000 E~GINEE~ PROFESSIONAL REG:STEAED INSPECTIONS. JNC 7.895 c:::invoy court., san o 1.=yo. ca.iforn,a ;:)2111 ' INSPECT iONS • TESTING • cl'JGl~i'.: CR,~~G TEST REPORT PHONE 292·0660 JOB NO. 3047 JOB Carlsbad Research Center Buildings A,B & C (job 1215) --------------------------------------------- ADORES S -------------------- 2258 Rutherford, Carlsbad PHONE . OWNER _____________________ _ Ko 11 Company CONTRACTOR L.R. Hubbard Construct. Co. CLIENT _____________________ _ Ko 11 Company ENGINEER Nowak, Meulmester & Assoc. ARCHITECT ---------------------- R. L. Carli and Associates BLDG. AUTH. City of Carlsbad INSPECTOR Merle Jones 82-226 PERMIT NO. _____ PLAN FILE ____ _ FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN Building C IN JOB OR STRUCTURE: Panel 1 O MIX NO. _____ c5_2_6_c_w_o_-_4_-G_A_5 ___________ MADE BY ___ M_e_r_le_J_o_n_e_s ______ _ 526# per yard 4 1/211 PROPORTIONS __ ----------~-----SLUMP -~------------- · pozz 300N 10-18-82 ADMIXTURE --------------------PATE MADE ____________ _ II 10-19-82 TYPE OF CEMENT _________________ DATE RE~EIVED ------------- Conrock CONC. SUPPLIER ________________ _ SOURCE OF AOCKPa_l a __________ _ 807906 TICKET NO. __________________ _ Merle Jones INSPECTOR SIGN ____________ _ LABORATORY TEST OAT A AGE TESTED DAYS 7 DAYS SPECIMEN MARKINGS 41272 DATE TESTED 10-25-82 AREA -sa. IN. 28.28 UL Tl MATE LOAD -LBS. 71000 UNIT STRESS .,.. PSI 2510 SPECIFIED STRENGTH AT 28 DAYS PSI DISTRIBUTION: Ko 11 Company Robert L. Carli and Associates City of Carlsbad Nowak, Meulmester, Allen, Tanikawa DAYS 21 DAYS DAYS 41273 41274 1 J -15-82 Hold 3000 ENGINEER PROF-ESSION~L hi:.G.S1 EHEO iNSPEC1 .Qf'JS. :tJC PHONE 292-0660 --;,,~~:._1 c:.;1vlJY l...:H.Jf"'t, Sctr1 dt.~-~o cdif-.Jrn.a o_:111 1 TEST REPORT JOB NO. 3047 Carlsbad Research Center Buildings A,B & C (job 1215) JOB __________________________ __,. _____________ _ ADDRESS ___________________ _ 2758 Rutherford, Carlsbad PHONE • OWNER _____ ...,.... ______________ _ Kol I Company CONTRACTOR L.R. Hubbard CQnstruct. Co. CLIENT _________ ...,.... ____________ _ Ko 11 Company ENGINEER ~~ow~~, ~e~.11 m~? t_~r & Assoc. ARCHITECT ------------------------- R.L. Carli and Associates JLDG. AUTH. City of Carlsbad INSPECTOR-------------------PERMIT NO. 82-226 PLAN FILE ____ _ FIELD SAMPL·e OF: Concrete LOCATION OF SPECIMEN IN JOB OR STRUCTURE: Panel 16T Building C. MIX NO. _____ C_52_6_c_w_o_4_GA_5 __ __,.. _________ MADE BY ___ J_i m __ C_r_o_s_s _______ _ PROPOATIONS __ ..,.5_·_6_5K _____ -________ SLUMP ____ 4_· ·----------- Pozz 300N 143 oz./Davi,s 6804 -2-6165 10-19-82 ADMIXTURE -----------------,-.--DATE MADE _____________ _ Portland 10 20 82 TYPE OF CEMENT _________________ DATE RECEIVED ~-------------- Conrock CONC. SUPPLIER -------------------------SOURCE OF ROCK ---,.------------- 618226 TICKET NO. ------------------,------------. INSPECTOR SIGN ___________ _ LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS SPECIMEN MARKINGS 41287 .DATE TESTED 10-26-82 AREA·_..,.. sa. IN . 28.28 . . UL T'MA TE LOAD -LBS. 83500 UN1T STRESS -PSl 2950 SPECIFIED STRENGTH AT 28 DAYS PSI DISTRIBUTION: Ko 11 Company Robert L. Carli and Associates City of Carlsbad Nowak·;· Meulmester, Allen, Tanikawa DAYS 28 DAYS DAYS 41288 41289 11-16-82 Hold ·. ~NGINEER ~ PROFESSIONAL REGISTERED INSPECTIONS, INC. 7896 Con11oy Court San Diego, California 92111 Phone 292-0660 ' INSPECTORS WEEKLY REPORT 3047. Nb. ------------------.------------------·-· CO Vt HIN•, Wllf~K PE RfOHMl:.U I THE SPl:.LIAL INSPECTOR OF ! I HLINFOR(.t() ,.ONLHLTt j Pfil;•STRk 5SED CONCH I:. TI: j REINFORl.t.D MA!>ONHY : !>fRU<"T. !>ltt.l ASSEMBLY l Rt.lNFORC.t.0 GYPSUM : PILE DRIVING I GLUE. LAM, FABRICATION 1 j 01 HER WHICH Rt QUIRI:. (JAPP HOV AL ~y I : ----------------~'------------------r-:--:::---:----------,,------,-------,-----1 JOB Aoofn.ss2258 Rutherford a~1;~~;~ ,•1o.FiM1T NUMBERJ PLAN Fi LE NUMBER OWN EH OR PRC;·::ie·::;--NAME --·----.. --... ·----·----------·-----""1!--:-A-::R-:C:-:-H=-1-=T-::E:-::C:-:T:---------------------..., Carlsbad Research Center Building C Robert L. Carli and Associates CONSTR.MAT'L.. ( r YPE, GRAD!:.. ETC.I 'DESIGN STRE:NG TH !SOURCE OF< MFGR. ENGINEER _ P.C. Concrete 3000 psi Conrock Nowak-Meulmester-Alle~ 9ESCRIBE MAT'l., (Ml• 0£Sll,N, ..... A11 .. -.... D. ~ .. H .. ,, •• Whl>•IIOP, £TC.) GENERAL c=-o-N---:-.-T-R_A_C_T_O_R _____ ...,.. ___ ..,_ _____ --,f l~'N. DATE 10-18 Mix #C526CWO Ko 11 Company CONTR. DOING REPORTED WORJ( R. L. Hubba rd LAB. RECEIVING. TESTING c·oN&T,R. MAT'&.. $AMPLE$ ·' . Professional Register~d Inspect~, .Inc. LOCATIONS OF WORK INSPECTED, TEST. SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS; ETC. 1Nt:I l•DES IN_fQRMATIO_N Ae~u:r --AMOUNTS OF MA TERI AL PL ACED OR WORK PERFORMED, NUMBER, TYPE, ··IDENT. NO'I. <>t--" TE51" SAMPLES TAJ(EN; ITRUCT. CONNECTIONS lWEL'OS MADE, H.T. BOLTS TORQUEOI CHECKED; E-TC, Inspected placing concrete in the following tilt up panel?~ 6-A, 6..,B, 7-A, 7-B, 8-A, 8-B, 9, 1_0, 11, 12, 13,4 and 3. Made three test cyllnders from panel #10. CERTIFICATION OF COMPLIANCE I hereby certify that I have inepected all of the above reponed work. Unltlll otherwiN noted, I have fou~ this wort( to comply with the approved plana, lfMCificetiom, and applicallle 11etion1 oi th• parn- int b,uildine laws. 4/. (JLYl.k? ~ . ~E10F~£REO INSPECTQR 10-18-82 -""-SPit...--1-7-'-Z------:-=--.DATf. OF RE.POR1 RCG'S~ld' NUM8ER ~RlJFE.SSIONAL RE.G:S1 EHEO iNSPECT10l'JS 1NC PHONE 292-0660 "::EJ::j5 L;_:Jr1voy c..:J.,ri:, sc1n a t-:--JO CJ ,for.-,,i/j :J:?111 11\;SPEC'T.L.)1',;S • TtST1NG • c1'1G,",'.:tR,~~G TEST REPORT JOB NO 3047 Carlsbad Research Center Buildings A,B & C (job 1215) JOB-----=---=======---~-.c---_..::._....:..... __ __:.::_ __ _.:...;~----------- Rutherford, PHONE • any CONTRACTOR L.R, Hubbard Construct. Co. Kol 1 Company CLIENT ________________________ _ ENGINEER Coneer Engjneering R.L. Carli and Associates BLDG. AUTH. City of Carlsbad ARCHITECT----------------------- INSPECTOR -------------------PERMIT NO. _B_2-_2_2_6_ PLAN FILE ____ _ FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN IN JOB OR STRUCTURE: Building C Line A at 8 and 9 MIX NO. ____ c_4_7_0_c...,.o_o4_-_s_o_1 _____________ MADE BY ____ W_i_1_1_i_a_m_D_u_r_f_e_e ____ _ 4,:.511 PROPORTIONS _______________ -___ SLUMP _______________ _ 8-2~82 ADMIXTURE----------------------DATE MADE -------------- 1/ I I .8-25-82· TYPE OF CEMENT _________________ DATE RECEIVED ___________ _ Con.rock Oceanside CONC. SUPPLIER ---------------------SOURCE OF ROCK ___________ _ 807125 TICKET NO. __________________ _ INSPECTOR SIGN ___________ _ LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS SPECIMEN MARKINGS 40776 DATE TESTED 8-31-82 AREA -SO. IN. 28.28 ULTIMATE LOAD -LBS. 50000 UNIT STRESS -PSI 1770 SPECIFIED STRENGTH AT 28 DAYS PSI DISTRIBUTION: Ko 11 Company Robert L. Carli and Associa~ '7'? City of Car1sbad fl''i~ ioo..~ DAYS 28 DAYS DAYS 40777 40778 9-21-82 Hold 28.28 77000 . . V,IT/1 2720 2000 . CJTY OF CARLSBAD · Building Department a.d/4-,/: ENGINEER · · _/'---. rR -" RI f'f11f~:· .. t1·;:·-·tt .'·.t·~ . t '> :' . ' .1 ( •.,I• I \.JI , ~ l ~ ...... f • ,. (. ,. -' ' .... ' .J' J 'I It' : . .., .... ----::;;--· TEST REPORT _____ ----'-=-===-==Jo"""'e'""""'N..,.o.._-=:rr-a,=asa"'}O .. 'twZ ... ---- 8 Carlsbad Research Center Building_s A,B & C (jub 1215) ..... --'-----::.::::=---====---==::::::=---==--o;:---_.:;_----~ __ __;__ __ _;_ __________ _ • L.R. Hubbard Construct. Co. IENT _____ Ko ___ 1_1_c_om_p_a_n_y_. _____________ ENGINE ER ___ c_on_e_e_r_E_n_g_J n_e_e_r_l_n_g ___ _ ICHITECT ___ R_. L_._c_a_r_l _I _a_n_d_A_s_so_c_i_a_t_e_s ____ _ BLOG. AUTH. _c_i t_y_o_f_c_a_r_,_s_b_ad_· ----- SPECTOR ELD .MPLE OF: Concrete PERMIT NO. S2 -2o PLAN FILE LOCATION OF SPECIMEN IN JOB OR STRUCTURE: 8 l dg, 8 Interior column fpotings 1 lne 3 D to F C470C004-SDI Wi 11 lam Qurfee · X NO. _________ ..._ _ _,..._,.. ___________ MAOEBV ______________ _ 4,511 IOPOATIONS _______________________ SLUMP------------,-------- 8-24-82 >MIXTURE-,------------,-----------DATE MADE ----------.:...---- 1/ I 1 8-25-82 fPE OF CEMENT ____________________ DATE REC.EIVEO -....----------- Conrock Oceanside )NC. SUPPLIER -----------------SOURCE OF ROCK ___________ _ 807162 CKET NO. ----------------------INSPECTOR SIGN ___________ _ LA@ORATORY TEST DATA JI THTED DAYS 7DAYS •ECIMEN MARKINGS 40773 4TE TESTED 8-31-82 REA -SO. IN. 28.28 L TIMATE LOAD -LBS. 42000 NIT STRESS -PSI 1485 ~ECIFIEO STRENGTH T 28 DAYS -PSI ISTRIBUTION: Koll Company Robert L. Carli and Associates City of Carlsbad DAYS •DAYS DAYS 40774 40775 9-21-82 Hold 28.28 68000 -_,. ,P,,ITfl 2405 2000 CITY OF CARLSBAD Building Departmen~ ~ ENGINEER ' PROf-E.SSIONAL REG,S1EHEO iNSPECT,ONS. 1rJC . PHONE 292-0660 7E;:IU5 c~nvoy l..'.,i-,r't:, !:>dn Ot=,JO Cd.farn,a':.J2111' 11\;SPECT.UNS • HST1NG • 1::1',G,•.:::;::;.•;G TEST REPORT JOB NO. 3P't 7 JOB--______ c_a_r_l_s_b_a_d_Re_s_e_a_r_c_h_C_e_n_te_r_B_u_i_l_d_i_n_g_s_A_,B_&_c_(_j_o_b_l2_1_5_) ____________ _ ADDRESS ----------------------- 2258 Rutherford, Carlsbad PHONE . OWNER _______________________ _ Kol I Company CONTRACTOR L.R. Hubbard Construct. Co. CLIENT ______ __,.. __________________ _ Koll Company ENGINEER Nowa~, Meulmester & Assoc. • • ••, --·--: I ARCHITECT---------------------R.L. Carli and Associates BLDG. AUTH. City of Carlsbad INSPECTOR ___________________ _ PERMIT NO. 82-224 PLAN FILE ____ _ FIELD SAMPLE OF: LOCATION OF SPECIMEN IN JOB OR STRUCTURE: Footing at A/5 Concrete North wall on Pa)mer MIX NO. _____ c_4_70_C_0_0_4_-_s_o_t __,.. __________ MADE BY ____ W_i _1 l_i_a_m_D_u_rf_e_e ____ _ 4 7 511 PROPORTIONS ___ . ___________________ SLUMP ------------.----- ADMIXTURE ____________________ DATE MADE 9-9-82 TYPE OF CEMENT ____ I /_I I ______________ DATE RECEIVED --,..9_-_l_0_-_82 _______ _ CONC. SUPPLIER Con rock ------------------SOURCE OF ROCK Oceanside 807665 TICKET NO. ------------------------INSPECTOR SIGN ____________ _ LABORATORY TEST DATA AGE TESTED SPECIMEN MARKINGS DATE TESTED AREA -SQ. IN. UL Tl~AT~ LOAD -LBS. UNIT STRESS -PSI SPECIFIED STRENGTH AT 28 DAYS -PSI DISTRIBUTION: Ko 1 1 Company DAYS 7 DAYS 40999 9-16-82 28.28 51000 1800 Robert L. Carli and Associates City of Carlsbad Nowak, Meulmester, Allen, Tanikawa DAYS 28 DAYS 41000 10-7-82 Cl·, 'i \.., BuHdinr_r Oep,,i ,11iv.i~ ENGINEER DAYS 41001 Hold 1->ROFESSION.1L Ru~·sru.;EQ ,t-~SPECT:Ol'JS 1/'JC PHONE 292-0660 _.,~fJ~::_J L ... nvuy \..-. 1. Jr't, ~ctn LJ ,:.-:-JC c~ dor·0,d J..='111( TEST REPORT JOB NO 3047 Carlsbad Research Center Buildings A,B & C (job 1215) JOB __________________________________________ .....; ADDRESS ____________________ _ 2258 Rutherford, Carlsbad PHONE .. OWNER_~--------------~-----Koll Company CONTRACTOR L.R. Hubbard Construct. Co. CLIENT _______________ -_____ _ Kol 1 Company ENGINEER Nowak, Meulmester, Allen· lan1RaWa ARCHITECT ----------------------- R. L. Carli and Associates BLDG. AUTH. City of Carlsbad INSPECTOR ___________________ _ 82-226 PERMIT NO. _____ PLAN FILE ____ _ FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN IN JOB OR STRUCTURE: West Footing between D & E l i oe #l MIX NO. _____ C_4_7_0_C_00_4_-_S_D_I ____________ MAOE BY ___ W_i_l_l _i _am_D_u_r_f_e_e _____ _ PROPORTIONS ____________ _,... ________ SLUMP _____ 4....:. 5;...'_' __________ _ ADMIXTURE----------------,.----DATE MADE __ 8_-2_0_-_8_2 ________ _ TYPE OF CEMENT __ I/ __ I_I ______________ DATE RECEIVED _8..,.-2....:3;...-_8_2 ________ _ CONC. SUPPLIER __ c_o_n_r_oc_k _____________ _ SOURCE OF ROCK ___________ _ TICKET NO. ___ 8_0_7_0_24 ________ ~----INSPECTOR SIGN LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS SPECIMEN MARKINGS 40749 DATE TESTED 8-27··82 AR'EA -SO. IN. 28.28 ULT_IMATE LOAD -LBS. 47000 UNIT STRESS PSI 1660 SPECIFIED STRENGTH AT 28 DAYS PSI DISTRIBUTION: Ko 11 Company Robert L. Carli and Associates City of Carlsbad Nowak, Meulmester, Allen, Tanikawa DAYS 28 DAYS DAYS 40750 40751 9-17-82 l Hold ' I 28.28 I I l .... 77000 . .. ~A 2720 ' ' 2000 ' I ,f -,,u ff:'"' 1 ~ p PECE ~ ~ ~~· o,-"~ fn n 'l ? ~ d'"' q ,ff \J'1\ SEP c:, 1 ,98... \ CITY OF CARLSBAD Building Department ENGINEfrl1-'L'-:,,/' µRQf [SSIUN~L RlG.STEhEO iNSPECTiONS 1~JC PHONE 292-0660 078~!:.) c. ::,..·,vl)y l-~1.Jr--t.. ~an C;J ~ .. JO Cd ,forn,ar: ~21111 1: ... -- TEST REPORT JOB NO. 304? JOB Carlsbad Research Center Buildings A,B & C {job 1215) ------------------------------------------- ADORES S --------------------2258 Rutherford, Carlsbad PHONE OWNER---------------------Ko 11 Company CONTRACTOR L.R. Hubbard Construct. Co. CLIENT ________________________ -Kol I Company ENGINEER Nowak, Meulmester & Assoc. ARCHITECT ------------------------- R.L Carli and Associates BLDG. AUTH. City of Carlsbad INSPECTOR PERMIT NO. 82-225 · PLAN FILE FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN IN JOB OR STRUCTURE: Bldg' B Footing GRB 1 ine A 4 to !, .. MIX NO. _____ c_4_7_0_co_o_4_-_s_o_t ____________ MADE BY ____ W_i_l_l_ia_m_D_u_r.,..f_e_e ____ ___ 4,511 PROPORTIONS ___________________ SLUMP ________________ _ ADMIXTURE ----------------------DATE MADE ___ 8_-_2_5,...-_8_2 _______ _ TYPE OF CEMENT __ I /_I_I _________________ DATE R ECEI VEO __,.8_-_2_6_-S_2 _______ _ CONC. SUPPLIER Con rock --------------------SOURCE OF ROCK Oceanside 807225 TICKET NO. -----------"--------------INSPECTOR SIGN ____________ _ LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS SPECIMEN MARKINGS 40792 DATE TESTED 9-1-82 AREA --SO. IN. 28.28 UL Tl MATE LOAD -LBS. 47000 UNIT STRE~$ -PSI 1660 SPECIFIED STRENGTH AT 28 DAYS PSI DISTRIBUTION: Ko 11 Company Robert L. Carli and Associates City of Carlsbad Nowak, Meulmester, Allen, Tanika.wa DAYS 28 DAYS DAYS 40793 40794 9-22-82 Hold 2000 · ENGINEER~ 7896 Convoy Court . l PROFESSIONAL REGISTERED INSPECTIONS, INC~ ,. San Diego, California· 92111 · : ~ Phone 292-0660 .,. INSPECTORS WEEKLY REPORT No. ioR WEEK ,~ ~ -,-A . ·,c-,,c-., . . . . t ENOl/\fG ON ... ~.~N. ........ !.,;.-.:.'.J19..... f \ COVERING WORKPERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ~ REINFORCED CONCRETE j ] PRE-STRESSED CONCRETE [_] REINFORCED MASONR·Y DESCRIBE MA.T'L• (MIX DESIGN, IIE•BAII GIIADE ;_ I STRUCT. STEEL ASSEMBL y ;_] REINFORCED GYPSUM [] PILE DRIVING BU IL 0.1 N Ci PERM I T INIP'N. l)ATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC, INCLUDES IN.FORMATION A·BOUT -AMOUNTS OF MATERl·AL PLACED OR WORK PEl'IFORMEOl NUMBER, 1 YPE, t IOEN 1, NO'S. OF TEST SAMPLES TAKEN; STRUCT, CONNECTIONS (WELDS MACE, H.T. BOLTS TORQUED) CHECKl:0; ETC • . , "'l.--l~--.;..de..~JL---6!~~c:2L.,_!!J~~..!l!:::I.JIS.:ILI~~~~IL4:~!7.e~~--=:__---1 ',;.I CERTIFICATION OF COMPLIANCE I J,1reby certify that I hive intp1Ctld all of the above reported work. Uni-otherwiM noted, I have found thil work to comply with the ~UltH g!11111 :lpkification1, and applicablti !IK1eomi gf ~ho~ p•m· .... btd!di~g !~s;. I ' -~ 'I 1, ! PROFES.SIO"AL REGISTERED INSPECTIONS,. INC. INSPECTORS WEE KL V REPORT No. 789& Convoy Court San Diego, Californta 92111 : Phone 292:0680 ·_;, FOR.WEEK /,. --/0~· : ,, . f ENDING ON ... ,.~ ....... z .... ..:, .. , 19 .... : , <l' . . . .• ~ .. ' ~' 'I(] AtlN~ORCl:.D C.ONl.HE: TE I STRUCT. STEEL ASSEMBLY ~\· ,., '' ~-. COVE HIN<, WORK Pt..HFOHMl !J ,,--..,,\ WHICH REQUIRED APPROvA-L BY THE SPE.CIAL INSPE:.CTOR OF I PAE:-STAE:SSEO CONCRETE I REINFORCED GYPSUM : 1-11: 1NFORcf.D MASONRY I PILE DRIVING ... :;J:1.v.sp........... · ... t:,:· 1-'."..,,.-,,-----------__J_,:___ ________ _;_.:......., ______ ___:~~~.,:..=...:.tr'I-"::-:"'.'~--=..,....~-~• '.• JOB AOORE'SS BUILDING PERMIT ,-ILIE NUMli"f.'.11. 1..2.~.2=2.~'------"----I---~--_. ARCHITE:CT ' ._0E~CRl8E MAT'L, IMI• 0~$IGN, IIC•aAII GIIAPL I COIIIITA. MAT'L, l,'MPL El ·INIP'N. -LQCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JO• PROBLEMS, PROGRESS, REMARKS, fTC. DATE INCLUDES INFOi'IMATION ABOUT -AMOUNTI 01' MATERIAL PL ACll:0 01'1 WORK Pf;RFORM£0i NUMltE:N, l YPI:, • 1DEN T, NO"i, OF TEST IAMPLEI TAKEN; ITRUCT, CONNl:CTIONI IWELDI MADE, H,T, 801.TI TOl'CQU£01 CHECKED, ETC, /'~ .... i,_ \~'li:'tfP'~:k--1-----~::::J!:!.!~!_~~5~~L..li!Sl:i:~__, .. ;:__A~~t.-_.__...~!!'LL.d.W:~~~--,t --<--s....:::;...--~)-....... --L-'-,-..:..-------,., ___ ---·-··------------- 1----l~~-J,;M!f..LA~L-..lf'aC__tlllJQM~L----Ua:">2'-Vi!a'tue~•d~~:JJ!!.,~~ ~ _ .7. -h f.1 J_j O ff: __ _ II---~---~--~--= ---'~i~:;!7=---------1 -------------------·---··-CV i----+-----------'-----------------------·"·------ ------------------~ L----4--------------------------------·-·----------------~ 1----+----------------------------------··--- '•1 -J\.i. .. ;,.. CEftTIFICATION OF COMPLIANCE I •• certify thl!t I have inapected all of the above reported _,k. ~ otherwiN no .. d, I '9•ve found this wOltl to comply with the IP,Pl'O¥ed ?I-. 1P1Mifk.ltion1, and applic•bl• NCdo,,, ,,, ~-., Ir.""'~· · iftt /Jl,...ll~m!,\ \w,,;. -------------------- PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTORS WEEKLY REPORT No. 789b Convoy Court San Diego, California 92111 Phone 292-0860 FOR WEEK ENDING ON .......................................... , li COVE RI NC, WORK PE RFORMf; lJ WHICH REQUIRED APPROVAL HY REINFORCED CONt.RETE j STRUCT. STEEL ASSEMBLY I P1>f-~T,...• ssf·o CONCRETE .. 1 REINFORCED GYPSUM I Rt iNful-i~.~-U MASONRY I j PILE DRIVING BUil.DiNG PIERMIT NUMalEft ~~~~~,_;..-1ln!!!l~!l,._~~~J:.IQ~~~A-~· ~'~a~-~3;;;.c,.1.-#-:1_2_-r_~~---•'___._ _____ _____. J. • ' LEI l,..,..N. DATE LOCATIONS OF WORK INSPECTED, T·EST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDIEI INFORMATION ABOUT-AMOUNTI 0,. MATERIAL PLAC&D Oft WORK PERFORM~Oi NUMBER, 1 VP!£,• •DENT. NO'I. OF TEITIAMPLES TAKEN; STRUC::T. CONNECTIONS (WELDS MADE, H,T. BOLTS TORQU£D1 CHECKED; ET<.., CERTIFICATION OF COMPLIANCE I hereby ce,tify that I have i...-cted all of tha abova reported work. Unlea otherwise notad, I have found this work to comply with the ,~·a"M r,:,,!,~~ t,IMCificatiu,111, ,ind 19PPlic:1bl• tlllC~ion, <>f .-,., ,..,_,.,.,~,. !tllfii i!a;l\!,r,tw1 1,,,,.,,. RE~> INSPl.C Of< 4-f E"R!:#uMHR P.ROf·ESSION.:.L Ht.G:STEl-iEO iNSPECT:ONS. 1f'JC PHONE 292-0660 789:::, c.::r,voy c:ldrt.. san Cl "'c;lO. ca ,for-n.a ::::12111" -----l ' TEST REPORT JOB NO. w;z . I Car1sbad Research Center Bui1dings _A,B & C (job 1215) .J08--.-.,__,...,_ ____ .,.._, __________________ ,....., ______________ _ ~ODRE$S .....,. ___ ,_,,__2_25_8_R_u_t_he_r_f_o_r_d_, _c_a_r_l_s __ ba __ d ________ PHONE ___________ __,,...,.......,...~ ·., .. ' ,,.· Ko 11 Compa,n y 'OWNER _________________________ CONTRACTOR L.R. Hubbard CQnstruct. co; CLIENT...,.. ____ Ko_l _1 _c_o_m ___ p_a_nY _____ ..,.,... _____ ENGINEER ·Nowak, Meulmester &· Assoc. · -. .. -"': ' . ,,,.-., . ~·-. -. ... . .. ~ ] . , . - • ~--' • .. l ' R.L. Carli and Associates · City of Carlsbad -~.CHIT_E.CT _____ _,_.__,_ ______________ BLOG. AUTH. · · JNSPECTQR __________________ _ 82-226 PERMIT NO. ----PLAN FILE Concrete LOCATION OF SPECIMEN IN JOB OR STRUCTURE: Panel 16T Building C. · MU~ . NO. _____ c_5_2_6,...c_w_o4_G,,,..A_5 _ __, ________ -,.-___,.MAOE BY ___ J _i m_C_ro_s_s _______ _ 5,6 SK 411 ~".Of9A.JlQNS ... ·:...,._-----------------SLUMP _________ ....,... ____ _ !J)MIXTURE __,.. __ P_o_zz_3_o_o_N_14_3_o_z_. I_o_a_v_i_s_6_8_0 .... 4_-2_6..,.1...,6_5_ DATE MADE __ 1 o_-_1_9.,..-8_2 ________ _ Port,1 and 10-20 82 _ n'PE OF CEMENT ______________________ DATE RECEIVED --:------------- Con rock CQ.NC. $µPP~lER ________________ SOURCE OF ROCK 618226 TICKET NO. _________________ _ INSPECTOR SIGN _____________ _ 1-ABORATORV TEST DAT A •GE TESTED DAYS 7 DAYS . . ,~ . SPECIMEN MARKINGS 41287 DATE TESTED 10-26-82 AREA. ..,.,. SQ. IN._ · 28 .28 '. ... .. ULTtMATE LOAD -l,.BS. 83500 .. UNIT STRESS -PSI . 2~50 SPECIFIED STRENGTH AT 28 DAYS . PSI . '· PJSTRlBUTION: ' Kqll Comp~ny Robert L. Carli and Associates City of Carlsbad Nowak·~-Heulmester, Allen, Tanikawa DAYS 21 DAYS DAYS 41288 41289 11-16-82 Hold 28.28 113000 -.,,,,,, 399'1 NOV 191982 · · cW.ai-d¥4JI~...;.........--..---- l?ROFESSiONAL RE:.G'STEl-iEO iNSPECT10NS 1NC PHONE 292-0660 7895 t.. _;rivoy .:..,·,-Jrt:, Sdn Cl l~,JO c,;:1-,forn,a-'..::J21,l1, • • • y 11\:SPECT.UNS • Tt:ST!l'JG • l:f\,G,·.~~·;::;.,,~G TEST REPORT JOB NO. 3047 Carlsbad Research Center Buildings A,B & C (job 1215) JOB _____________________ ...,.._ _________________ __, __ ADDRESS ___________________ _ 2258 Rutherford, Car I sbad PHONE • OWNER ______________________ _ Ko] 1 Company CONTRACTOR L.R. Hubbard Construct. Co. CLIENT ________________________ _ Ko 11 Company ENGINEER Coneer Engjn~ering ARCHITECT------------------R.L. Carli and Associates BLOG. AUTH. City of. Carlsbad INSPECTOR __________________ _ PERMIT NO. _82_-_2_2_6_ PLAN FILE ____ _ FIELD SAMPLE Of: Concrete LOCATION OF 'SPECIMEN IN JOB OR STRUCTURE: West Footing between Q & E 1 i oe /11 MIX NO. _____ c4_7_0_C_0_0_4_-_S_D_I _____________ MADE BY __ ___,W_i _1 _1 _; a..;.r:n,_0 __ u_rf_e_e_..,_ ___ _ PROPORTIONS ______ -____________ SLUMP ____ 4_. __ 5_" __________ _ ADMIXTURE ..--------------------DATE MADE 8-20-82 TYPE OF CEMENT _._I /_1,....1 ____ ....,... ____________ DATE RECEIVED _8.,..-2..;3_-__ 8_2 ________ _ CONC. SUPPLIER __ c_o_n_ro_c_k __________ .,....... __ SOURCE OF ROCK ___________ _ TICKET NO. ___ 8_o_7o_2_4 ____________ _ INSPECTOR SIGN-------'------- LABORATORY TEST DATA AGE TESTED OAYS 7 OAVS DAYS 21 DAYS DAYS SPECIMEN MARKINGS 40749 40750 40751 DATE TESTED 8-27~82 9-17-82 Hoid AREA -so._ IN. 28.28 ULTIMATE LOAD -LBS. 47000 '. 1660 . -, UNIT STRESS -PSI SPECIFIED STRENGTH 2000 I AT 28 DAYS PSI . '?l"'r DISTRIBUTION: Ko,11 Company pl).~ I/' Robert L. Car 1 i and Associates City of Carlsbad ai/4/-r ENGINEER " -~ ('. INSPEcn9Ns • TESTING • ENGINEERING Test Results Project: Carlsbad Re$earch Ceot~r Client: Koll Company, Contractor doing work: Palomar Grading and Paving Asphalt Supplier: Industrial Asphalt, Vista, CA Test for Asphalt Concrete Date Sampled: 1~21-83 Location: Northwest corner Building C Test .Method: ASTM 02172, CA 202 Job No. 30~7 January 26, 19·~3: · . ' Requirement: Type B 1/2 inch maximum size, m~dium, Sec. 39 Standard Specifications Bulk Sample Grada.tion of Aggregate Sieve Size % Passing Job Mix Limits Remarks 3/411 100 JOO% I 1/211 95.4 80-100% I I 3/811 86.4 75-100% I I #4 58.8 50-77% I I I #8 44.6 33-60% I V) #16 34.6 ~ a:: #30 23.8 14-38% 0 LI.. #50 13.8 :z 0 #100 7.5 <..) I #200 4.6 1-10% I I % Asphalt = 5,33% PAOFESSlONAt REGISTE9EtJ INSPECTIONS, INC. 7885 CONVOY COUiiF SAN f.}!EGO, CA 92111 (714J 292-0660 \. .VALUATION AND PLAN CHECK FEE CJ Bldg. Dept. C Esgil p 82,. ZZ':J 2--z~-~2b ("&vis,,~' J J _,) BUILDING ADDRESS ----------------------APPLICANT/CONTACT ________ PHONE NO. ______ _ BUILDING OCCUPANCY ---------DESIGNER PHONE ------TYPE OF CONSTRUCTION ------'CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER l,' ~ l /7 I I -VF ( /YJO. h 'o;)V_-~t/ ~ ~ 9J :;;L4' ,.___... ,,, -" V --, -r.:f!ZI/~ ~ ,Y / . ,go Res. Baths (over 3) @ 2,200 ::.--V..o/t,u..., Res. Fireplaces ( 0 '2er @ 1,760 / I /#';/ ,?/ Air Conditionin£ I Commercial / I @ 2.80 Residen.tial @ 2.40 / Res. or Comm. / Fire S,:,rinklers @ l.S_(k / Total Value / CO H HEN rs_· --:-----------------..;;o.,,~====""'....:;; _____ _ 8/4/82 '· '. ... :;· .~· , ·~~ CER IFICATE . . ' ~ -' HE UNDERSIGNED MANUFACTURER HERE that the products identified below and on attached sheets Nos. ' are marked with the Collective Mark of the AMERICAN INSTITUTE OF ON TRUCTION (AITC) and were manufactured in conformance. with applicable provisions of U. S. Product Standard PS 56-73, for Structural Glued Laminated Timber,·and that such manufacture has been at our plant in Drain, OR , which plant has a quality control system approved by · the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected . periodically by such Bureau. The undersigRcd manufaoturer fufthcr eertffics that the ·11,1ef!lc has been done in assordanse with the applisaele jel3 spesHieations. · .::.: .. . . The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. -: ····. . . .·, .. ::.. . . ·." .n . :--.. .. -.. ~ . -. ,.. ·-. _,.._ -·. ·: -~···· . .. -._ ····-:·1 ___ :;::.., · Joa NAM·e, DU:ke Timber :con st; ·For C~R,C. . ,. .... , ...... :-~- Joa LocAnoN, Car 1 sbad. CA · CUSTOMER"S ORDER NO. __..-=1--=1'--'7_.9 _____ ... _. ·_··_-,--_DATE 9-2 Q-8 2 MFG R'S ORDER NO. _ _.,2"--'6"'--9"'-=5_--=2'--'. _____ _ -'i~ ... ~~--1 ... ·!~ .. _ ----------------------------,--------------- '24F-V5, Vl.O~ WP Glue, Ind; App. Load Wrap . -... ~-, .: ·~_.·, -s1GN~~Re _ _,· /4-... L~~~·--~---· ---~~~·-· __ -_ ... _-~a,,,,..,'_· -~toMPANv~D~u=c~o~-=L=a=m-,~I_n=c_,,,. _____ _ ,. :-:: ....... " -~ 'TITLE . ·:--.··;, ,~~ ~~~}tk:: 4. :.i ~f,J-' Quality Cont. ADDRESS Box 297 Drain, OR DATe_~l=0_--=1,.,,8"--_,8=2,,,___ ___ _ • -,J·: .!.~ :·.· ... ----------------------------------------: ... , . A/TC HEREBY CERT/Ff ES that the said company at its said plant is licensed by the ... AME RICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of · · products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of the under- signed, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the· sole responsibility of the manufacturer; AITC's guarantee· hereunder being that the said company is qualified to produce a product meeting the said Stanc;iard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBCA · : AITC Certificate No. A 5 61 ~ 9 Signed for : AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. Russell P. Wibbens Execuuve Vice President JackMmnec, Director. Inspection Bureau © 1978 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ') '? /.3 _,,.. J Rev, #1 ·1 5 f,095 SHEET OF CUST. # ]'Rev. #2 ------------- J Released for Production _________ _ 9 / :2:2 / 1'?1:2 9/:20/82 ·1 '179 ~~t@=i~~ ~~t~ DATE P. 0. # LH P. ·o, BOX 297 • DRAIN, OREGON 97435 BY · EXTERIOR GLUE ... ~ ...... _ .i. .. 4.._., ........... ,.,., ... ·-·---,~-=-===-=-.--?d ______ _ tlP MARK NO. p R O C E S S I N G FINISHED MEMBER .LY NO. REQ'D \t,; JfJE tk6~ COMP WIDTH X DEPTH X LENGTH · L . • • I · BA'l• ·1 5 1/8 x22.5x 26-6-1/4 . . ' BA2 • .' • 4 .5 '1/8 x-18.0,< 26-"·1 :; • • ! ,: 4 BA3. •2 .5 ·1/B ,,24.0x -54-· 0-·1/2 . I . . . . . BA4. '2 Y5 ·1/8 >~2-5.5x 49-0-·1/2 i PACKAGING NOTES • • I Bnr:: ~ r-·1/0 '<~~·~,< ·17-0 1 •n· .. • • L... ... , ,_, •• tt.•...-•·-'·· I • . • I BA6· -4. .5 ·1/8 X'12.0x t6.! 6 I • ' i -• • I _ 13A7 • 2 .5 '1/8 ~d9 •. 5x 24;_ 0 ! . . . · B H.. 0 • • 3 r:: ·1 / 0 ·<·-:,·-:. r-_, ·")6-r-i _, ..... . ,,.) , ... , .. ~ L • •.:.• ... , ,K.,. ._, I ' • I -· e. A 9 : t 9 .s ·1 1 .s X'rn •. o ~< 2 6-· a , . . . I BA9fl • ·1 -5 -'1 I 8 x2·1. Ox. 26..: 0 ·.·. ' • • jl • • ,:1 BA10· ·2 5 t/8 x25.5x 54-0 i • I • • .j B#;H • '4 .5 ·1 / 8 ~-<24. O,< ,54..: 0 ; • • • 'f 8A12· · 2 5 1/8 x27.0x 49-0 I . '~. \ . -I . -... ~._ ____ . . .. . . . . -. -r· ..__ .-··-·-·---' . . . .. ----·-·~····~------... --.. ·-··-----........ ____ _ ----'"'-·-····-··· .. ---,-•+ ·:%r. NAME DUJ<E TIMBER CONST L · · ---'-~~------..:..:.:.:..:_---:--_~-:----~·t ··------------····· --------··-----·-··----- # BEAMS -~AME C.R.C. '.• INSPECTION A 1 TC ~-·, ·\TION. Cl:'.lRLSB!:'!D, Gt=! 1· .••. ·,-~- I LBR; :COM~ O~ GRADE . ;2 4 F V -5 , V '10 ; . ' I ·1 ()/ ·15 ..... .. ' • ~ • ' 1 • • •• k ~ ··.• --"' ,, ~OB # _.. :Z69f,-:2 . ·1/.5 ~~~§',,~..e,~1>~~~~3&JS§:Ji.5i~~™i-4J.-.p,;o'(i~:..mrn -lV, #1 2 .s 5095 SHEET OF CUST. # i 9V, #2 -------------- 't/2:2/ 8_.2 9/:20/,?.,:2 '1'179 ~~c~dll~ ~~t~ DATE P, 0. # LH I f eleased for Production ________ _ . P. ·o. BOX 297 • DRAIN, OREGON 97435 BY EXTERIOR GLUE - MARK NO, P R O C E S S I N G FINISHED MEMBER '. ,, ··1-... ..,..,,_.,. ............. ., ... :.· •"'!····-····· ---.... ••"i-,..,.,----··----·--···· ··-· ·-'.J NO. REQ'D L~, d'fJe Ma~ COMP WIDTH X DEPTH X LENGTH I . . I ~-• • .... r-: 0 ") r-: ,H"12f-l• •..:: . .:i '1/,_, ,c,.7.0x .:i4-0 . r , • • 8A13• ,.5 .5 ·1/.S ,<25 •. 5x 49-0 .,:1 . ' . ~ lbR· ·13f-l. • 6 r-:'.). ·1/0 _,·-;,i=i r.._, r..4-' 0 11 f • • IJ ,F-.,t,;,.• .. •••1•""-V 1 13A'14· ·7 .5 ·1ie ,<22·.f,x 32-· 9 i PACKAGING NOTES • • " l BAt.5 • ·1 ,5 '1/,g ,<27 .Ox 34-' 0 ! . . . l 13 A '1 6 ' • 3 .5 ·1/ ,9 K2 4 • 0 ,< 4 6-5 1 • • • ! 8 A f7. • , -1 .5 ·1/ e, ,< 2 4 • 0 X 4 6-.:, -·1/ 2 ! r • • I BA'l,S. • 1 !5 "1/B ,d.5.0x 24-0 '. 1 ' ~ 4 • . 1 BA '19 ._ • ·1 .5 ·1/ ,9 w1.5. Ox ·L5-6 · .. • . • 'J BB ·1. • '1 .5 '1 / e. ?-~2-5 •. 5x .52-0 ' • ' . ' . -' B8·1A·.··1 Et ·1/B ,<24.0,< .52-0 ... ' -. . BB2 ·, • '1 ~. ·1/-B x'18. O,< 25:... 9 . . . e.e:3 · •·1 .5 '1/8 x25.5x 46-5 . ! •, ... , • • • • 883A" ·1 .5 '1/,g ,<24,0x 46-.5 1 . .,.. ' ,·•.--, ....... _, ' . : #~BEAMS ..... _J -· ... ---, .... ----~ -___ .,_,__ .. _. .. , '-':"''• .,,. ----· .. DUl{'E T lMBER COl~ST --..... ;L.,: _______ .... ___ ___,__, ____________ ------·----.. '1, NAME _____________________________ _ .}, ,u. . r R .ME . JL .c. INSPl:CTION .f'.:\ l TC -.··'oN c1::iR1-se.,::io, c,:i 10/15 ~--~ ., .. ~ .. ~ .. ~i;;."f£""~,,..,rn,,,.~,,,~~ ... ~ ----------------------------------------------------- LBR. coMri OR GRADE 24F v -~'. v··10 • , , I ,JQB #· , :269.5·-2 l . 'i , . r 2/.5 •f r ,. ,, ~ !. ( 1, ,; ., ' I• ;, i l Rev, #1 Rev. #2. -------------- 11 /:22/8:2 I Released for Production ________ _ ~~t@~l~~ ~~~o P. ·o. SOX 297 • DRAIN, OREGON 97435 p MARK NO. p R O C E S S I N G FINISHED MEMBER Y t>to. REQ'D Ltf-l d'!JE Mt~ COMP WIDTH x DEPTH x LENGTH . . • I 8B4· ·9 5 ·1/8 ~d.S.0~< 26-0 1 "' • • ' t 88.5 • • 3 .5 ·1 / ,'3 x2.1 •. 5x .54-0 ' ' H 1 B86 • • 3 .5 ·1/.S x24. 0>~ .54: O ' 887 • • -1 f, ~1/ 8 xHI .·ox ·llt:.. 6 ~ • • • I .' 'e,E,f· ' , ·1 .5 ·1 / 8 x22. -5>: 35-0 j • • • I B89 • • 2 E, ·1 / 8 ~<2,5, .!:•)< .54:-O i • • i • • I , ee:. ID· . ··1 !5 ·11 .s ~-:24. 0)< · 4.~.-o 1 . . . BB -1 t' • ·1 5 ·1/ e. ,<27. Ox .!:,4-0 : -• ,, ' ! Be,·12. • 2 ti '1/,'3 ,<22,.5x 32-9 ' • • • I 1r•,B·12-A • • '1 .5 ·1/ 8 }<22 •. !h 32-9 • • • BB-13• ~ 5 '1/8 xt8.0x 25~ 9 , • • • l',BtJ'A• •2 .5 '1/,~. ~<22 •. 5::-( 26-.5 ··- BG-1 • .• ·1 5 ·11.g ~<24 .·o::-~ 42..: a ' . . . 8 C 2 ' •2 .5 '1 / /?, )d 8 • 0 x 2 6-·1 ___ _., 1. -· ---r ~ ·'::I SHEET ____ OF ___ _ CUST. #-------.:iu·-1.-:::, 9/20/82 DATE --------P. 0, #--------1·179 BY LI-I EXTERIOR GLUE ' ..... '_.., .. -, .. ·-. -~. PACKAGING NOTES '.- ... ~ ~-~ .\ # BEAMS L-•. _._ _____ . ..,,, .. .,. ---------·----~---~---,.-__,, ____ ...•.....• "'. ~ DUl{E T 1MBEH CONST 1l ... ___ __;__ ____ _ . ,-,..'ST. 'NAME---------------------------~- '.,'A.ME ____________________ ..__ ___ ...,_ ___________ _ C. R. <:. i~lTC INSPECTION--------------.---,. ,ION ________________________________________ ___ Cr~RLSl?,r~D, Cr=t LBR. COMB OR GRADE 241:-V .5, \,' ·10 ·10 / ·15 I .JOS # :269-~,·-2 3/.':.i ~.....:~i...,..,-1,,.,,,_,>:,,e1~ .. _,:~.~,:.l!11":£~:,;_•,'i"..,,,!!,,i;t.A/I\_ :f:I: 1 . :f:l:2·------------- 11 /2:2/ 82 :,ased for Production ________ _ ~~t@ 0 l~Wti ~~Co P, ·o. BOX 297 • DRAIN, OREGON 97435. ~nee! ----v, ___ _ 9/20/8:2 DATE --------- LI-I BY---------- ....,_..,_. -rr------- 1179 P, O. #------- EXTERIOR GLUE ..... ---~ ............. -~·,·t•. MARK NO. p RO C E S S I N G FINISHED MEMBER , NO. i?.EQ'D 1.tfl d't'U'E M5~ COMP WIDTH x DEPTH x LENGTH , . . . . I JC2A• , 2 5 1/8 x1~.0x 26-1 .. . . . ~.CJ • • 2 5 ·1 / -~· x2.5 •. 5x J.:i4-0-·1 / 2 :l • • • l 8(.,4' ''1 r.;"I ·1/0 -,•"'.>r.; r.;"IX' 4°-0 1 ' J ·-,_, , ..... L.. ·-· • ... •• , .. , :~ • • I Ber-;. • ·1 r:: ·1 /,0 v'''' r-:,< 4·,-= 0 ~ J ... ·-· _, ~ ........ -•• .,., •• A.a ~ PACKAGING NOTES j • .. • ' l B("'6. ·10 ~ ·1/0 , .. 1° o--'"6-0 ... ,.,, .' •:J 1 .. , •. <.:.-.J11r,,:.. l . • . I BC7 • • .5 t, ·1 / 8 x25. 5~< .54-0 ,. -• • • I' l?,ce. • • ·1 .5 1/H x22.fo< 42-a ·: . . . . . BC9 . 1 5 1/8 x22.5x 42-a ·; -• • i Bc10 • . ·5 .5 'i I .s x2.5 •. 5,< .54-a ; . • • I BG'1·1· ,.•t .5 ·1/.~. ~<27.0,< .54-0-'1/2 • • • BC12· ·5 5 'i/8 x22.5x 32-9 ·.: • n "' ·1 • • . . o .. , .-. .-. r.:; .. , .-• -.. cG ~ 1 5 1/u ALL,~A 3L-9 . . B.C 1 4, 2 5 1 / 8 X 2 4 . 0 }<: 4 9-0 0 , ......... . . . . .: ... • BCt.5· ··1 5 ·1/.S x2.4.0x 49-0-·1/2 I ~ .. # BEAMS ........ -~ ·--_ ... ·------------·-·..., ~ .. --------.... ··----'l ~ .. . DUKE TIMBER CONST ~L,.. ·-· --__ :.. ____ ··-----.... 3T. NAME .. __________________ _;__ ____________ _ <:. R • 't:. IUTC . ~AME _________ _,, ______________________ _ INSPECTION-----------,...--------. Cl~HU3BAD, Cl=l , \TION __ ....-----------,-----------------.....:---,.-LBR. COMB OR GRADE :24F V .S, V ·1 () ·1()/·15 :2695·-2 ~OB#-, -.. -...:...----~----'---- 4/5 11;,, :'.: IY\· [. ,! l'· ~r~ ' f, It: ,' . k" a![. I'•'· f: f:/ ' "'" r·:i' t. l~f:; t k' tli' lif I· li l~f . ' ' ~f~ JI t . f ~~ w:, f,~ f( fr ~/1 f!i t\, ti ,, ~ ' I· \l, J · ,h~.,: ... __ ,.1~/.,. ··,·w-·w,r ,.,, ,s•) · SC' 'nintttfVll tr,; k:i~•: 1"f t:War1Si ·w·,w:-nttJJ6:!ift'D ~~ .. .,. ..... J ~-...1.J•!.u...-.-.~....i~ ' ,,•i Rev. #l .>111::c:1 v,-'""'"'~·--9/:20/.'~.,:2 t ·179 Rev. #2~ _____________ _ 9/:2:2/8:2 Released for Production ________ _ ~~C@al~~ ~~C~ DATE P. 0. # LH P. ·o. BOX 297 • DRAIN, OREGON 97435 BY EXTERIOR GLUE • < ·--.... •• •• ,.,,. ... '•"'~T.( •,:' •" •• •• • • .... --·. ·-.. ~·--····--•"4-.... _ MARK NO. PROCESSING FINISHF.D MEMBER !'lO~ REQ'D 'ifpy PRE FACE COMP WIDTH X DEPTH X LENGTH GLUE GLUE 12,C·16• ,3 5 ~/8 x12.0x 13-·o I • ' •• 5 1/8 x12.0x 35~ 9 j BC17 • ·1 . ; BC·l,S' • '1 s·11a xt1.o~ 15~ 6 ·•i: I I H '· ' . . . I BG·19' . ·1 5 1/8 x12.ox·21~ 0 PACKAGING NOTES . . • I e.c20, • ·1 . 5 t/ 8 X ·12 . 0 >~ . 5-0 i ' . • '! 8C2t• . 3 5 1/8 x12.0x 15-6 i • . • i B<:22 • . t 5 1/8 x18,0x 21-9 : --·· ,. " .. - 'l j ~ . ' ... .. ............ -. .. . . ' I~ ·160 . ' # BEAMS "-•·•> •-•-J ,,. •• oA'• --• __ ,.,._o,-.-~----·---~------• _______ ,,, --- ', IJST, NAME DUJ{E T lMBEH GOl'JS'f ;Lr __ ,__ ____ ••. ·-------;----- '.I · .. ;,, ~AME G • Ii • G •. INSPECTION----,---------------- !~ITC ::' ... ~ -CMH.J313t~D, Cr~ \TION ·1 ()/ ·15 LBR. COMB OR GRADE 24F V 5, V ·1 O 269,5-:2 JOB :#= -·-----,-----------,.-......-------- .5/.S '.~if-:¥ .:5~+,fo~#\f H;4li5¢e:Wi1/tW:Kifft:\ .. - NO EXCEPTIONS TAKEN D 0 SUBMIT SPECIFIC ITEM O REVl;iE AND RESUBMIT .. tJ REJ~CTED I j Review i:; o:1!y fer f::3.:,2-r-al cc ·-fc,:-:-ianrn wilh the design concept of~ :1. the fH::;.:;cJ ·a;1d f;B,:ernJ O: .. ·rq::b:.C-2 wi:h the ·jnforr.,c:tfon indud~d ~ HJ ..... i'.-,.-, rr.-·'-1•=-,;. i:'rr·1r:··~---1·c-;.'-··v c.-,·1·,·n -:-hr-v;n i-:, r>Jh,,,.r-t to th0 :J • t t • • _. '-'-I I • -.,._ a -.... ..., _, , ..,, ... -. l. J ...... t "-" ~ .._ . ,_ J ...). • .-j ,_ .., I V ;.!i _,..... .:,-.., ... .,.,+ .... c-s t-l· :'\ ,,.· ... ; ............. ,...; ,..~"'"'r:-r'~-_ .... :r...... r--,·.,,,..._t,c,-t-·r ,.~1i fi rc~1L,.cl1:.::. .. ,., , •. ,.:.. ~ ,· . ;_;,.:. an-... .:.,-·::--,LC0:.1,v1-S. \...<;I,;:'··,._'-'· I.>;! \1 -~ • r .. ! •.-, ~·, .. -. 1".',', -. ,.....; -.,................ i..... ,r.!·~,.... ~-c:.,...,.,...... -.4, ... 1.h~ _. ,1 fJ I re.::,.t"•C:i''l~.--·-:it, ... • ,.__ ~ ..-.. •••• : "" "t: ............. '!....\..h.:.1L mh.g '--JH.vl , ... ~·~ !S <..J ! ,:.::.-JOO~-:; S.l ... "" -h.-.':--.o r .. !:" :!:-b ... ·----~; ..... ~ .... --,--I"'----.-_, ·f!:":'lrn1 --1-··· -c·> cc""'\-·"r ... 11r4-~,-)cn,.~ ~ )t.;;,;; \... '-fh,.._ .._IJ ~,C:• J.,•.-t:;Js1 .. , ;-· ~ 4 • 1 (.,,_,: ,'C,,._ ,,-,, 1..,...0..,j~!) ,I );1:_., f\._;._J;:'-1f ;{1 Jc-oordinaticn d b;-3·';,x:J: ,-.,.l1 i!:.:::, d oih:~r trcde:s; and performing fl r~ +h k . ,. ~1 . . r t r.! i• ' e wor. m ~~:~:.:,~~E~=;::y&w:;;~~IATES I Date /OJ VO ~'iW ay ____ QON ~,{'.------.=I vurrzrna;:e;:;;mnzwi5'.!lt"i'Jlf7l'll11Wilo""'illl!H!iQeQI · wmo•n,r 1111t rer=rrlllT!~~'"'' 1!~ i --------~· SAN DIEGO SOILS ENGINEERING, INC. SOIL ENGINEERING. & ENGINEERING GEOLOGY August 19, ~982 Carlsbad Research Center I - c/Q The Koll Company 7330 Engi~eer Road San Diego, Califor~ia 92111 Attention: Mr. John Elliot SUBJECT: Gentlemen: FOOTING REVIEW Buildings B and·c, Lot 10 Carlsbad Research Center, Carlsbad Tract No. 81-10 Carlsbad, California .. ' Job No: SD1164-10 -' ·, Log No: $D2-2504 .. ·.·,. Phase I We have reviewed .the fo"ot:ing excavations for buildings B·and c; .· Lot 10~ and found them in accordance with our recommedations_. If you have any questions, please call this office. _Very truly yours, . SAN_. DIEGO SOILS E~GU:, . INC. 26098 · GWA:sm Dis.tributi'on: (4) Carlsbad Research Ce1:ter, Field Office ----.:------~--______ -__ , -,,.,_ .. -.- SUBSIDIARY OF IRVINE CONSULTING GROUP, INC. 1, .. 'f··' ' . . . : .. '! · .. fl,,,..,~ j I"" I \ \ I ! ·i' . ,' .. , ' ' ),. ' ',),_' •,. -~~ .. .. • ': : ~. : • • .1 ~ •• ' I ,:, : ' ~ • ' '. _:", . . . ' '• . ~ ~· June 20, ·1983 Robert~-.Carli & Associates 2900 4tli Avenue ·. San Diego, CA 92103 ATTN: Mr. Eric Clausen RE: . Carlsbad Research Park Dear Eric: ·.'. As I understand from our ·telephone ·conversation, the Build- ing Inspector has questioned the structural adequacy of hanging.a light-fixture from the 2x4 stiffeners in the . panelized roof ·sys_tem in Building 'C' • · From your inforinat.ion, the ··light fixture weighs. 15 lbs. and is attached midway between a ·28 11 long piece of Unistrut which in turn is fastened perpendicular between ·two 2x4 stiffeners with 1 -3/8" ¢ x l½" lag bolt. •. . . Estimating conservatively the weights bf t:h.e Unistrut as three lbs.", the total weight to a 2x4 would be 9 lbs. The stress induced by a 9 lb. concentrated load in the middle of a 2x4 would be insignificant. Therefore, I see no :reason why this arrangement could not be introduced to any of the three building if needed. ,. Nowak, S.E. RLN;pjad ffi{ ~ ~-~ .. u w ~ ~ .JU}~ 2 2 1983 - . DEVELOPMENTAL SERVICES . D Assistant City Manager (714) 4~-5596 1200 ELM AVENUE '\r . . . . CARLSBAD, CALI FORNI.A ~2, ~ Building_ Department (714) 438-5525 . <Citp of qcarI~bab ·,· . ' : 0 Engineering pepartment (714) 438-5541 O Housing & Redevelopment Department (714) 438-5611 . 0 Planning Department . . (714) 438-5591 l ·.· .. a , . ~ . .• . ' '' ' SU.BJECT: TESTING ELECTRIC METER ·oN 'PERMANENT BASE ···· .. •. CLEARANCE. OF T:.!1ETER LOCATED AT -;2~ 'Z Etfh-e cW eL · . . Cacl<;tfod-1s FOR TESTING PURPOSES ONLY. ~ THIS DEPARTMENT RESERVES THE RIGHT TO REMOVE THE·METER AT ANY· TIME IF .· THE REQUIREMENTS OF ALL DEPARl'MENTS ARE NOT C0MPLI.ED WITH EITHER DURING CONSTRUCTION ·oR AT THE TIME THE PROJECT IS COMPLETED. PLEASE RETURN THIS STATEMENT WITH YOUR SIGNATURE TO THIS DEPARTMENT. . . TH£ METER WILL THEN BE CLEARED THROUGH THE SAN DIEGO GAS AND ELECTRIC COMPANY . . THANK YOU FOR YOUR COOPERATION. I,& rli.'~ CL .. ~~ "J--. MATIN ORENYA-...,L"-: ... ..._~ BUILDIN·G OFFICIAL . . . . . DATE:~· 8'2~224 8 Z-22'S- 82 --~2-~ ESGIL ·coRPORATION 9320 CHBSAPl~AKB nu .. Sl TITJ<J 122 , SAN Dll<;GO, CA 92123 (T14) GU0-146~ (Y-h2-i_,~ (RQ~~ Ceuk, ~ ~ ~ ~-tlJ> ~ -----· ---............ . (\~~-~ , . .,., -.. -: .. . --~-. . . . . ··:-·----.... ---. ---.... . . --··· ---. . .. -. "' J ... -.. ···-...... ·····-·--··· . . . . . . ..... ··-...... . .. .. . . . . . . . -. -~ . .. . . . .. . . . ... . . . .. . . . .. -J . I'--_o r ~{) 10. : f L~" .. ' . -.. -·----. -. . . ' - .. 'f-~~ CD b . __ I~-f.C.~-~ . \2-:E:-6?_ d;) ... ;. -. .. . .. • ··-··--~· • "f • ----~------.. " . ·-. --. '-· ...... ~. . --.......... ··" - ____ .,. _ .. , __ ---~-----"· -· --·--·· .... ----------, -~----··-··· -~-.... --.--.. -~,. ---. .. . . ----. ------. . ---. ----· ... ----. -------.. . ------·-----·----···· ---·---___ ,.,, ·---·------·---~ .... -.-----·--·" ~ -...... - • --., • * --·. ------------------·----·--··· ... d•• --------~----••• -··--··-~,--••• -. -----,_ ... _______ . ·-------..--.... ·-, ... ----- j •••• ESGIL CORPORATIC)N 9320 CHESAPEAKE DR .• l!iitUJTI<~ 1:l:! Dates To: 7 /16/82 Carli & Associates 2990 4th Ave. San Diego, CA SAN DIEGO,' CA 9212:J (1'14) 360·146H Foreward: Esgil Corporation provides plan review services exclusively to government entities. If you have any questions regarding the plan review, please call and we will help you, Jµrisdiction: Carl.sbad Plan Check No. 82-226 Project Location Building "C", Carlsbad Research Center Owner The Koll Co. Area 42,260 Allowable Area 48,000 ------------Occupancy ___ B_-_2 _______ Occupant Load 423 Stories ___ I _________ Type of Const , __ v_-_N_,_s_p_n_·n_k_le_r_e_d _____ _ Remarks Must be sprinklered Date plans picked up/received by ESGIL _6_/_3_0/_8 __ 2 __________ _ Date first plan check completed by ESGIL _7_/_16_/_8_2 __________ _ Plan review contact person (ESGIL) _c_h_u_c_k_M_e_n_d_e_n_ha_1_1 _________ _ Corrections checked below are to be made on plans before permit is is- sued. The approval of plans and specification does not permit the vio- lation of any section of the, Building Code, or other City Ordinance or State Law. The following list does not necessarily include all errors and ommissions. See Sec, JOJ(c) of. the 1979 Uniform Building Code. Plans require correction as indicated by items below, before a building permit can be issued, Return this correction sheet with corrected plans, 1. Please return a copy of this list noting where you have addressed each item i.e. plan sheet number, detail number, note, etc. 2, Please make all corrections on the o~iginal tracings and return two sets of revised plans to Esgil Corporation at the above address for recheck. GENERAL Building "C" 3. Note on the plans that " These plans are for the shell building only and not intended to allow tenant improvements. A separate permit must be secured through the City of Carlsb~d for future tenant improvements". 4. The shell building must be fully sprinklered in order to build the type of construction and size shown. A piecemeal sprinkler system under the individual tenant improvements is not acceptable. Submit your sprinkler layout to the Carlsbad Fire Marshal for his approval. See building data note sheet T of the plans. 5. Engineer or Archite·ct responsible for building design must sign each sheet of the plans. STRUCTURAL 6. The tributary area of the 33' simple span beam on sheet 5 of the cale's is not correct for building "C". 7. Show special panel reinforcing at the GLB support points. See page revised calc's pg. W-6. 8. I req. for full height window mullions is 13.07 in. 4 on sheet W-3 of the calc's. The callout is for 4x4xl/2· which has an I of only 11.4 in. 4. 9. At line 1 panel 14 must have 113 ties @ 611 O.C. in addition to the 4-116 vert. Show 113 ties @ 6" O.C. 14/S-5 for encasement of all jamb bars. 10. Detail the layout of the 8-/17 bars with chord bars in panels 1 and 9. Minimum spacing between steel must be observed. 11. Provide calculations for the precast spandrel beams spanning openings at panels 6, 7, 8, 12, 15 an.d 16. 12. Provide calc's and details for the columns between panels 6, 7, 8, 15 and 16. 13. Complete details 8A/S-4 and 8B/S-4. 14. Provide design cale's to justify chord splices. See 2/S-4, 4/S-4 and 5/S-4. Specify the field welding process and materials. 15. Note on the plans that special inspection is required for field welding. Special inspection reports must be submitted to the City Building Official prior to frame inspection. 16. Complete detail 1 /S-4 showing typical panel reinforcing. 17. Detail connection of spandrel beams to columns at panels. See panel elevations 5, 6, 7, 8, 15 and 16. -2 - Building "C" 18. Oetail beam connection and support over the opening of panel 5. Complete detail 8B/S-4. 19. Detail D/S-3 referring to the continuous footings supp<?rting the columns then refers to 11/S-5 which reads "see the foundation plan". The foundation plan does not show the size. 20. Note on the foundation plan that "Prior to the Contractor requesting a Building Department foundation inspection, the Soils Engineer shall advise the Building Official in writing that: 1. the building pad was prepared in accordance with the soils report: 2. the ,utility trenches have been properly backfilled and compacted, and: 3. the foundation excavations, forming and reinforcement comply with the soils report and approved plan." 21. Please recheck spread footing sizes for shear panels against the added foundation calc's. A detail recheck will be made at next submittal. Also provide calc's for the connection devise shown in 14/S-5. PLUMBING &: MECHANICAL 23. Specify DWV, water piping and gas piping material on the plans. 24. Provide cleanouts at the ends of the 4" sewer laterals off the main line. 25. Slope of drain .lines must be 1/4": 12". 26. ,Size the roof drain system according to appendix 'D', 1979 U.P.C. 27. Note on the plans that complete mechanical plans must be submitted for approval prior to tenant improvements. ELECTRICAL 28. Service equipment must be rated at 42,000 AIC. See diagram on sheet A-2. 29. Specify service wire size and type and ground size and type. Also note on the plans that full load calc's will be required prior to tenant improvements. ENERGY 30. Provide a statement on the cover sheet "Documentation showing compliance with Divisions 4 through 9 of the California Energy Conservation Standards must be submitted and approved by the City prior to issuance of tenant improvement permits". -3 - .., _._,..,,. .. ,,,_.., .. ..._..,_l.,IL..,, • ., -,~..,,~~., ....... ., .... 1,1 <LIIOII ""'~•••" "" 1,1 ... ,,~ 1 Date 1 -1.j.§_ Prepared bys Jurisdiction Caf"" \s bo.J, M.e-n&~ ~( VALUATION AND PLAN CHECK FEE c Bldg. Dept. tJ lc.SG:. I L. PLAN CHECK NO, 8.2-"J.2~ • ( • I BUILDING ADDRESS Bu., le~ C APPLICANT/CONTACT E.ne, CJ~cYJ BUILDING OCCUPANCY B.-. Z,... TYPE OF CONSTRUCTION -:XZ--IJ _gpc._, Nll..lli-O BUILDING PORTION BUILDING AREA SHEU-(U>t!);j Pl..t.\.U..., 42? (C}O PR.inti ....\t.tlv l Ac-1-~r -' IA f-, \ l - Air Conditionin~ --Commercial Residential Fire S-prinklers 4'2llt,o .. Total Value . PHONE NO. 2.93 -17£0 DESIGNER PHONE -----CONTRACTOR PHONE ----- VALUATION VALUE MULTIPLIER \9. 802..940 2.t 8~;4,....,1') 2~ I \S>3:2~ Pc:-,'or .J~'-'1 \ A-ft~r JM. \'/ l 9'2..l ,1lo8 10051&8 A2,11e_ J "''"' I A.f-tec'Jl,\.(~ \ ' .. . . Building Permit Fee 2.4~ 2le, 98 Plan Check Fee 'l<oll~ 1153-e... COMMENTS I -----------:--------------- : '·;-;?·:1 '. ,::; • • ' I ! •• ~ \ \ SHEET DATE: -------- ADDRESS: D C..T 8:/-Io = · · .11 • HIN 2 8 1982 PLANNING DEfARTMENT ~ K~ ·~p u ClT_Y _OF CARLSBAD zoNE LOT SIZE LOT ~~Hql§g Department -----'---------------- UNITS ALLOWED UNITS PROVLDED ----~------------------ PARKING SPACES REQUIRED PROVIDED ----------- % COVERAGE ALLOWED PROVIDED ---------'------------------ BUILDING HEIGHT ALLOWED PROVIDED FRONT SETBACK: . T_,OWED -S :IDE SETBACK: REAR SETBACK: · ~VIDED-.---,-. -(-.- ( ~-i'"LV<: R us·-r O-N-S-'------!-0-++(->---c--- ' .. LANDS<;!AP·E & IRRJ;GATION PLAN COMMENTS: 7?>, /¼--le.. CM:: 'J/d- , ' ,.. ENVIRONMENTAL PROTECTION REQ: ADDITIONAL COMMENTS: .\ OK TO ISSUE: ~ •• ~NGINEERING DEPARTMENT~-i"A~ l,b\ 0.W. _____ INDUSTRIAL~_v-'--.. _____ IMPROVEMENTS ______ _ .LOCATIONS -----------s:1<:r NER CONNECTION ,. _________ _ -,..._ uE'ADING PERMIT ~~--lw,----,,,4~-r~>lf"I .-c--:,.,...--~-----DRAINAGE~vfJ--"-"""-6::fP""""--__ L/jGAL l)E SCRIPT I ON....i.....~~~~---l~~-+--=---:~f-'-L---~----.=-~-----FP-:---?1\ ADD.ITIONAL COMMENTS ~lff~ A ATE~ik-/ I V V/ OK TO FINAL· I • ---'------------ FIRE-DEPARTMENT ~ "SPRINKLING SYSTEM ___________ FIRE PROTECTION EQUIP. ______ _ \ \ \ \ FIRE ALARMS EXITS ______________ _ FIRE HYDRANTS LOCATION __ -_____________ _ ADDITIONAL COMMENTS OK TO ISSUE: DATE OK TO FINAL . DATE -~--------------------- WATER D:EPARTMENT RE:l{U:C~EMENTS OF APPROPRIATE DISTRIGTS MET ________ DATE _______ _ ,_ (1¢ \ CARLSBAD FIRE DEPARTMENT. ' ! »PP ROVED DISAPPROVED PAGE"-{ OF ---I 1275 ELM AVENUE, CA~LSBAD, CA 92008 (714) 438-5521 PLAN CHECK REPORT -PLAN CHECK # 2:i-z--226 OTHER REF# ---...-- PROJECT __ fj.____l J_J_c,----'--_____ ADDRESS Rf/z:#ffR&.t?P l<D ARCHITECT ADDRESS _______ PHONE--------- OWNER ______________ ADDRESS ---'-______ PHONE ____ _ OCCUPANCY 15-2... CONST. ~.A,/ TOTAL sa. FT. ?'.t'l~tJ STORIES _I __ ~PRINKLERED O TENANT IMP. 1. 4. -·- APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS ANDlOR MAKING THE·.FOLLOWING CORRECTIONS: ++++++++++++++++++++++++++++++++++++++++++++++++++++ Provide one copy of the floor -plan(s), site plan, qnd sheets ------- Storage, dispensing ·or use of any flanmable or combustible 1 iquids, flammable liquids, flanmable gases and --hazardous chemicals shall comply with Uniform Fire Code~ -----------------------------8 u il ding ( s) not approved for high piled combustible st~ck. Storage in closely packed p·iles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics·and some flammable liquids. If high stock piling is to be done, comply with Uniform fire Code, Article 81. Medical gas system(s) 'shall comply wi_th N.F.·P.A. Standard 56F~ _5. Fire extingu)shers shall be provided based upon the following criteria: a) 1-2A rated ABC extinguisher for each ..,.-, __ sq. ft. or portion thereof ·--·b) maximum travel distance to an extinguisher of ______ feet · c) other: · · · ----~ ·Fi-r-a ·sprlnklel" system-(sl -pe,r .N .•. F .. P .•. A •. S.t~nda.r:d __ L.$. shall be provided to protect v~~ ./../44 _........,_ ----......... -=------------ 7 7. Dry chemical extinguishing system(s). shall be installed per N.F.P.A. Standard 96 to protect cooking equipment and exhaust system. ~8. Plans of. --5/~/e /t- system(s) shal 1 be approved by the Fire Department prior to insta11ation of system(s). 9. Show on site plan locations of all nearby proposed or existing hydrants within 200 feet. Hydrant{s) shall be-provided and located #½--: o...,,,,ut;.-,v-~ wdZlN -7---------.....,.,.------------=-----~ tr~?' -.e4--. . . 7 Show location(s) on site plan. Fire Flow: gpm for hours from --------hydrants. 11. Access for fire·apparatus is not adequate. Provide ------------ 12. shall be of hour construction --,----------,--,.--,----------with openings protected with ___ hoµr assemblies. ~ Comp 1 y wit ti regu 1 at ions on attached· sheet (s). · ~ PlanExaminer __ Report mailea to architect· Met with ----------·~tach to Plans