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HomeMy WebLinkAbout2141 PALOMAR AIRPORT RD; ; 84-234; PermitSc S S / USE BAIL POINT PEN ONLY & PRESS HARD APPLICANT TO FILU IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. . hereby affirm that lam licensed under. , - CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT Section 7000) of Division 3 of.the Business slona of Chapter 9 (commencing with 1200 Elm, Carlsbad, California 92008-1989 (619) 438-5525 -- DR SS AV. ST. NEAREST CROSS ST. - DATE OF Ae'PLICATION1 BUSINESS LICENSE VALUATION . ...-PERMIT NUMBER 71 andProfeaalons Code and my license is in L ,füll force and effect. . - k - Z - Lc No ________________ Class ________________ l'rApDc+ '° '~4 I /,fl' 41f 4_ 0 CONTRACTORSPI-IONE# ZdNE I h - - - I LOT I BLOCK -. I SUBDIVISION I ASSESORPARCEL NO. -. COFrTRACT çACTOR.S ADDRESS LICENSE NOT PLAN I.D. DG USE CODE ereby affirm that I am exempt from the Contrac- •' - I C-1 ?'3 -/ip ' ' Tt1.4_. -. - E - - furs License 'Law mr the following reason Sec. 7031.5 _ Business and Professions Code: Any city or cnunty which re- I OWNE P'S NAME * ' *' OWNER'S P'S PHONE __ - quires a permit to Construct, alter, improve, demolish,' or repauranyslruclure,priortoutsissuancealsorequires!heap. otçY4fli.,plJ.. %tkyA 01 )1i'k I 2T27 -1 o/u2/3; 3 3 plicanl for such permit In tile a signed statement that he is - -licensed, pursuant to the provisions-of the Contractor's - OWNER'S MAILING ADDRESS License Law (Chapter 9 commencing with Section 7000 of -O Division 301 the Business and Prutessinns Codel or that is en' IGNER ' LICENSE e STAND br4AN,f'jiJ tUI NGSO FOOTAGE o rilqS . empf therefrom and the basis for the all egno exemption, Any ' 7t17 1-' V'_c\.~,,. ' ' violation of Section 7031.5 by an applicant for a permit sub's ects the applicant na Civil penally of not more than five hun' DESCRIPTION OF WORK ., dred dollars i$5001._ .-... .." .* •- - . 0 I, as owner of the propy, or my employees with wages - DESIGNtR'S ADDRESS DESIGNER'S PHONE - -. as their sole compensation, will do the work, and the stroc- lore is not intended 01 Offered for sale Sec. 7044, Business 12 1 and Professions Code: The Contractor's License Law does I '. ' ______________________ .........•': ''. ' ;V GP EDU I F/P F ELE'1I 'u 5 not apply In an owner of property who builds or improves -Ihereon and who does such work himself or through his own E 90. S -. - we employees, provided that such improvements are not intend. I f') I . ••-'L.izi~_:7 'D ND ,_ ' I y N ' Not Valid UnIs Machine Certified - - - . W ' ed or offered for sate. .11. however. the building or improve- 'I CENSUS 'TACT GP LAND USE TYPE DCC LOAD I FIRE SPR AREA Z \ menf is sold within one year of completion, the owner-builder - -' - , - I PAR K INC SPACE R ES UN ITS GRADING PERMIT ISSUED REDEVELOP ST will have the burden of proving that he did not build or rn- L. 0 1090 YD NI . prove for he purpose utMie)...... 0 I. as owner of the property, am exclusively contracting S .with licensed contractors to construct the project (Sec,7044, OTY. PLUMBING PERMIT- ISSUE' OTY. MECHANICAL PERMIT- ISSUE ..._. - SUMMARY/ACCOUNT NUMBER Business and Professions Code: The Contractor's License' Law does not apply loan owner of property who builds or im- - . ____ proves thereon, and who contracts for each projects with a ,) EACH FIXTURE TRAP , ' INSTALL FURN. DUCTS UP TO 100.000 BTU , BUILDING PERMIT 01-00-00-8220 - (I) contraclor(s) license pursuant to the Contractor's License __________________________________________________________________ ______________________ __________________________________________________________________ ___ Z Law). - - ' . EACH BUILDING SEWER - .' ' ' . OVER 100,000 BTU . . SIGN PERMIT - 01-00-00-8221 0 As a homeowner lam improving my home, and the inflow' ' . 4 . - ing conditions exist: . - I EACH WATER HEAJER _______________ - , - I. The work is being performed prior 10 sale '- - - - - ___AND/OR a ' 2 I have lived in my home for twelve-months - '' EACH'GASSYSTEMI1 TO BOILER/COMPRESSOR UP TO 3 HP - PLAN CHECK 01-00-00-8806 _j prior to completion of this work, METAL FIREPLACE a 0 la_st three years _______________________________________________ ________________ _____________________ ' . ' . ELECTRICAL , ' 01-00-00-8223 UJ ,_ 3, I have not claimed this exemption during he - EACH GAS STEM 5 0 _______________________________________ _____________ BOILER/COMPRESSOR - TOTAL PLUMBING ' - 01-00-00-8222 - _____________ ____________ _ MECHANICAL 01-00-00-8224 • •' : EACH INSTA_ALTERE_IN WATER PIPE VENT FANflNGLE OU If, for this reason - -' - i - EACH VLMAKER , MECH EX4USTflH UCT I - MOBILEHOME - 01-00-00-8225 0 lam exempt under Sec. - , B & P.C. - -___________________________ ', '. - '- • = - WATER SOFTNER RELOCAT EA FURNACE H'ATiy/d ) MOBILEHOME PARK INSP 5, EACH ROOF DRAIN (INSIDE) • - ' ' - I I - ' SOLAR - . 01-00-00-8226 - - - - 0 I hereby affirm that I have a certificate of consent -- to - sell-insure. or' a certificate 01 Workers' i CornpensaIosuace 0 a certified copy thereof, -' ' - - - ,_, - TOTAL MECHANICAL , - STRONG MOTION 8092330519 -_______ -' (Sec, 3800. Labor Code)..- _______________ TOTAL PLUMBING I = FIRE SPRINKLERS 01-00-00-8227 z v' POLICY NO b I PUBLIC , FACILITISFEE 32-O0-0-9 COMPANY , - - CITY. - QT. SOLAR-ISSUE - ..:' , • - • BRIDGE FEE - . 0 Copy is tiled wrlh the city Z . ' I -' NEW CONST EA AMP/SWT1BKR - '. COLLECTORS - - SCHOOL FEE- DISTRICT ' - _ • D'Cenked'copy is hereby1ur5n5hee1 - I - 1PH 3PH, • - STORAGETANKS ' '' - , - . Carlsbad 80-92-21-0519' - - - - - It, -- - . CERTIFICATE OF EXEMPTION FROM • - I LI, - EXIST BLDG EA AMP/SWT/BK \ %\'u4, ROCK STORAGE. - - - . ' ' - ' EncinflaS 80-92-22-0519 - - - - - . WORKERS COMPENSATION INSURANCE - * - (This sectIon need of be ComPlelecf i the permit I - . •, - , ' V" \ t"\ - 1 PH 3"P H - ' PUMP - San Dieguito - 80-92-23-0519 LAI 'lic è s for one hundred dollars isti oliess) - -, , - REMODEL,TER P CIRCUIT - I T. , - I fn \ \ s*,' ' ' is . - ' San Marcos 80-92-24-0519 . Di certify that in he perlormance 01 toe work lot - - TEMP PD L 200 fPS . S - S - - - -40 0 _., whICh this permit is issued. I shall not employ any -- person in any manner so as 10 become subteCr to the workers' Compensatnon Laws of California , - - . - OVER 200 A ' - - - - - . ____________________________________________ LICENSE TAX 01-00-00-8162 - -- 5 - - TEMP flisisi PA is IA DAYS) ' - . • MFF 80-92-57-0519 1 I . - - I f , - -u ell NOTICE TO APPLICANT It, alter making this Cvi- I P wale 01 Exemption. you should become subject 1 'foe Workers' Compensation provisions 01 the Labor - 'O' "'s ' * - , - u.. - -. •. ' . 5 . , CREDIT DEPOSIT - - .- '/lei - - - Code, 'you must I0ihw,tk comply with, such f 0 L • . ' 5 TflTA' E LECTRICAL ' • ' --.. ' - ' - '' TOTAL SOLAR - "• - ' . - , 5--- . TOTAL FEES - • . provisions or this permit shall be deemed revokeo - - PAYABLE HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION ND PERMIT" AND DO HERESY Expiration. Every permit issued by the Building' Official under the provision s'otthis * ' Code shall expire by limitation and become null and void, If building or work ,, AN OSHA PERM.T IS REOUIRED FOR EXCAVATIONS OVER he,by attrrrn' that there is a.consi,ucrnon I - ) iendnng agency 'or the performance of the wortn for CERTIFY UNDER PENALFY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE authorized by Such permit is not commenced within tOO days from the date 01 such 5 0 DEEP AND DEMOLITION OR CONSTRUCTION OF -' whnCh IOns permit s issued (Sec 3097, Cnvni Code) - I DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit. or if the buildin? or work auth rized by such permit is suspended or / STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED TO COMPLY WITH ALL CITY COUNTY AND STATE LAWS GOVERNING BUILDING CON CLI ZI Lender'sNarne -' -' . ' abandoned at STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND an the work menced br a period of 180 days, - ' -" TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL ) r' MA&ONR frpC- -( GUNITE OR GROUT FLOOR & CEILING SUB FRAME ( /,u.f/&I IF 6' SHEATHING 0 ROOF LI SHBAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING SEWER AND BL/CO JJIPL/CO tI/ci/S UNDERGROUND 'WASTE 0 WATER TOP OUT 0 WASTE Li W,TER TUB AND SHOWER PAN GAS TEST O WATER HEATER 0 SOLAR WATER ELECTRICAL O ELECTRIC UNDERGROUND 1L)FFER ROUGH ELECTRIC I O ELECTRIC SERVICE 0 TEMPOFARY 0 BONDING 0 POOL MECHANICAL kóUCT & PLEM., CAEF. PIPIN ") HEAT - AIRCOND. SYSTEMS VENTILATING SYSTEMS ULL fr0H t-INAL INSPECT!QN WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED. FINAL I I PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS \- •'SSS FIELD INSPECTION RECORD (5 EQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES p4 L6Z11"t'N ON REQ. IF CHECKED INSPECTORS APPROVAL DATE PRIOR TO FOUNDATION INSP -. STRUCTURAL CONCRETE OVER 2000 PSI - - - PRESTRESSED CONCRETE POST.tENSIQJEDi CONCRETE I FIELD WELDING HIGH STRENGTH BOLTS - - SPECIAL MASONRY PILES CAISSONS S .-•-' ';c - . S • .5- S •5 S • - ISSUED BY DATE ISSUED ,( /i VALIDATION LATERAL CHARGE COMPUTATION STANDARD 4" (Max. H. 30', V. 101 OVER 3O'H. _____ _______FT._________________ OVER 10V. _____ ______ FT. STANDARD 6' (Max. H. 30', V. 101 OVER 30 H. .. FT. OVER10'V. _©______ FT. TOTAL CONSTRUCTION COST SERVICE CHARGE (REPAVING ETC.) TOTAL LATERAL CHARGE LINE COST DATA ASSESSMENT DIST. NO. FRONTAGE ________COST PER FT.-TOTAL- OTHER CONNECTION FEE V NO. UNITS COST PER UNIT TOTAL 'I I! APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARLSBAD I(IFdCDIM( rDADrRRCRI -r JL.rfluIv,I, 438.5541 FOR APPLICANT TO FILL IN BUILDING ADDRESS . OWNER MAILING ADDRESS . CONTRACTOR CONTRACTOR'S A (f ( 4 ADDRESS NEW BUILDING EXISTING BUILDING LEGAL DESCRIPTION/, 4 . V 4 REMARKS: ) j2 (fy I LATERAL LOCATION LATERAL NO. I ST. INSTALLATION DATE PUMP STATION FEES NO. UNITS -COST COST PER UNIT TOTAL TOTAL CHARGES (LATERAL ETC.)' Iq, L7O. oD WHITE: Engineering GREEN: Finance YELLOW: Sanitation PINK: Building GOLDENROD: Permitter ------------- I '02- FIRST FLOOR, PLAN (3LZ 141 P&kni At flc+ L b9 SECOND FLOOR PLAN j I U j To: ENGINEERING, FIRE, PLANNING, UTILITIES FINAL INSPECTION NOTICE ' te 4P Address Plan #____ Type of Construdtion'' Person to Contact ________________ Ph. No._ ,.-Engineer' Dep t J Date Approved Preventi Date 7 / Approved ,lnnlng S &epartment Date Approved Date - Approved S .5 Comments.- IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS IT WILL BE ASSUMED IT IS OKAY TO FINAL. ,To: ENGINEERING, FIRE, PLANNING, UTIL FINAL INSPECTION NOTI( Date______ Address Plan #_________ Type of Construction4pz-~~—e—<Ie Person to Contact ________________ Ph. No.____________ Engineering Department Date Approved Fire Prevention Date Approved Planning Department Date Approved Date Comments: IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS, IT WILL BE ASSUMED IT IS OKAY TO FINAL. N S E T 0. R E 0 U E S I I". / To: ENGINEERING, FIRE, PLANNI N G , U T I C i . ' FINAL INSPECTION NOtIE I . • -. te 744r LS_: i 'ccess ç7?fq) - - . / . . - • :. s ;ye of : C T tPêntoContact Ph.'No._________ .1 4 j artment L. Date Approved N Fire, Prevention . Date '. Approved . nin , e.J . Date ./rO/ Approved •::i;• • . . - ..I. • •:; •'. / 0 ( artrnentJ Date Approved . •-. •.' U -44 '' . . E Coents: mm : -.'."•" s. I I' •.• . ••.. :-•. . Ti I .. .-• .. . , IF A RESPONSE IS NOT RECEIVED WIT H I N 2 4 H O U RS; IT WILL BE ASSUMED IT IS OKAY TO FINAL. .'. - ç r- Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 JOB NO: L-2 c:rry OF CAR L..SBA:O BLDG INSP DEP DISTRIBUTED TO: J08 Nt1E1AM INTL OFCFAC III 1200 ELM AVENUE GRAHAM INTERNATIONAL " JOB ADDRE PALOMAIAIRPORT RD ' CARLSBAD, CA 92(O8 HOPE CONSULTING GROUP SBAD; CA A1XINSON, JOHNSON & SPURRIER, - I.USAPDI CONSTRUCTION COMPANY - . dIV OF CARLSBAD MC I& DEP ENGINEER- William J DeBerry, R C E *34545-/ I H ChapMan, R C E TESTING ENGINEERS-SAN DIEGO REPORT Nfl 14,608 DATE; 03/01/85 ROOFING :ENsPEcTIoN REPORT - 3/5/85 -- Weather' c o o 1. and c1 OUdy A. c r e W_ 6 11 e kett:le trider , thre - roof i.ng écn i and on i oren at orI Ej kflM(fl t 0 n k t i w:i t thérMotati:: con tr oii , one felt Machine, ön hand iviop and one - highboy Ma - trials: Jbhns---Ha6v:[11 QlasPly, iohns-flanvii.le askap , Henry 1.ast:i.c:: roof ceMen( :flO4, TruMhaU type II aipha:it and Manville one-way vent.. - - - - tJi:on riva:I. found two :Ly co'ver'age nu tift equipMent thee ply L 0 vracje .1 de qui pt -'n -t ir , nd al 1 - qu pM(n1 pad cover d - -.- --- ----- - --------- ----- __=-. - Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 II 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 fOB NO 3075 (J fY (ii CnR1 bBtO BI O, IN l bf - DISTRIBUTED TO JOB -NAME:- GRAHAM INTL OFCFAC III 1200 £LM AVENUE GRAHAi JNTERIATIONAL JO DvPEss :141 PALOhAR AIRPORT RD C Aid 5I -D ñ 9 2 U 0 1 _-HOPE -CONSULTING- GROUP CARLSBAD, CA INSOH,JOWISON & SPURRIER, LUSARDi CONSTRUCTION COMPANY CIII 13F CARSBD BLDG INS? DEP ENGINEER: _William .J., DeBerry,,R.CE. *34545 / i.H,ChapMan, R,C.E. . TESTItG EiCI1tEERS-SON DIEGO REPORT N3 14772 - - DATE 03/29/85 5IRUCT -,iEi:' riu D E141'11II (N ii 3/29/E33 - Ir_t.erM:i.tt(nt v:i.sua 1. iI1<.;I:)(-?c:t:Lon ws p(r'+oMeci oi jo:int prs(•)aitc,fl arid weici:Lnbyc:ert1+iecL oer'j.ors us:Lncj E(UL -. - der.:C.ar:L Church.. I spec Ul I. d LflJ Of p G d't Pnui 5Ltd dfl(i 50 fri SIJI) UOC I - - dIiCl iii dJOrLcIi braces-I i(fl' pun IS i t Iir" A_drI d 5CC ()UI I I ')or ( I Va t Loll IC (lc'td I 15 3 IHi Y OIi 5ô aiiI II/',f - fh w o,r 1< Lfl -I)P( ( (i c Oi)1Ic5 With th e appi OVCth})LtIiS nd the. Un:LforM uiicI:Lrug L'ode. I)1ES.,. ...... ,. , IN;PE(:;TOf 'S N Ofi'iI: 8250. J.r;'av:ic:isucl 1ASi< 11: • , . , i. T i;R S 1(..'ii<4 ,.,., OT 141R,-13 'T A 3 I<:Il:,,, DI i-IRS - 1I:--- Tl::(:rrr bit i: r:K!(itr:l:1 i•i•I (-r• 1 1W Testing Engineers—San Diego' Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 OB NC 3075 TY DE CAR LSBAD Bi..D(:; :ENSp I:E:p DISTRIBUTED TO: OAt1E CRAiAM !UM OFC FAC In / 2 00 ElM AVENUE. - GRAHAM ITERNATIOAL GB ADDRESS: 2141 ALU1AIRPORT RD CARI...SEAD CA 92tIUE( HU?E CONSULTiNCCROU? CARLSBAD CA A1XINSON, JOHSO & SPURRIER) - 1USARBI CGNSTRUCTiON COMPANY CITY OF CAR LSAD BLDG INSP DEP ENGINEER:- William- 3 iieFerry, R C E t34545 / T i Chapman, R C E TESTING ENG I NELER 97~—SAN DIEGO EP0R1N0L14823 DATE: 04/05/85 3ttkicr rEr:t... FIt IL.I) INsPEcr:t:CIN RE:PORT — Per, :i.t i34234 - V:i tia:i. :i.nspc:tion.was perforied of j.b:i.ht pre:)rt:i:on - r:I 1(:tñJ h ::tif Ld tJ:i.ng AWS t C( toIi ô(J 1 Ie r I ii I('d wet cIcrs ric p'(V i ou 9 rc'por t('d Irpe:tci prev:i.oui:Ly wI.ded t:rec: pn€I coIhec: ion r CIôt cI t -o i:rb sect wic:i:tec:I foi1 I Lqh 4 If't-:i,c.]. dI(:t d 0 t() t tOr1 lli( ( (ri)t C" a e 1i"Oii panel t O hut I. Oii Ii 1floj( - WOF fcr oM) :1 :i e s w :i. t T the approvec :t, n : 2rit::ll, (sw, t e t , , R-r 4RS144SK1I ,,,, (IT HR TASK*., , - Z'3-0 4 0 IUC- T 'Ii El I III D I t' 13 PI TTUN RI 1 I IerM:i fènf LjI :Lt .1. on w za 1:; perfortiedof j o :i.niT 1( ()I dICI tt ici it(j t) J ( er I iol uperi Torc tJLflcj IWb e:i.::tr C)CIc?!3 i::h( 11 - - — Wol dr 'iñrI c e ( if t n'Jrint'r l'ohr t I ducic'rctd l ii :i.f :i.ed we:t.:ter sie Thp Y,ev__J-_(Fu.fl._q -r ep rci ,- 1 :-d :oii: .I(tE'cI - wc•:-.Lds fr' pr eoa ithiin ci •;Fi o r crc:' r'p ii &f wi. t l t Ii@ ar31:I' ci ie7-.c.l ] - ITh tiThi; .1. CI DATES , EMilT:i:Nsi:E:cYtII:-- 4/t/85 B230 T J David Suyd - }JI3 TASKti •, Or HRS iSK4i: DT FiRS - --.------ —II - TESTINC Ec:ENE:l:RssN :i:EY f - LIfl Testing Engineers—San Diego 3467 Kurtz St., P0. Box 80985, San Diego, Ca. 92138 (619) 225-9641 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 758-3730 October 17, 1984 City of Carlsbad Bldg. Inspection Department 1200 Elm Avenue Carlsbad, CA. 92008 Project: Graham International Office Facility III 2121 Palomar Airport Rd., Suite 300 Carlsbad, CA. Permit #84-234 Gentlemen: We have been assigned to perform the testing and inspection on the above mention project. According to oir instructions, we are to perform the fol1cing inspections. YES Reinforced Concrete NO Prestressed Concrete YES Reinforced Masonry YES Structural Steel Assembly 'YES Nondestructive Testing NO Other Sincerely, TESTING ENGINEERS-SAN DIEGO 41 rip& Leland A. IAS:ac EIVF OCT 19 184 - CITY OF CARLSBAD Building Department Testing Engineers—San Diego fl 3467 Kurtz St., P0. Box 80985, San Diego, Ca. 92138 (619) 225-9641 If 1 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 758-3730 October 17, 1984 Sierra Structures 1811 Wilton Rd. Encinitas, CA. Project: Graham International Office Facility III 2121 Palomar Airport Pd., Suite 300 Carlsbad, CA. 92008 Gentlemen: Our firm has been selected to represent the owner as the testing and inspection agency on the above mentioned project. According to the specifications and our instructions the following testing and inspection of the masonry construction is required. TESTING Compression tests of mortar and grout samples. Continuous inspection of all masonry construction. Please notify our Dispatcher 24 hours in advance of this work so that we can arrange to have an inspector available. Very truly yours TESTING ENGINEERS-SAN DIRGO OCT 191192 4 CITY OF CARLSBAD Building Department LAS: ac (1). Graham International, Inc., Attn: Mike Loban (1) Rope Consulting Group, Attn: Al Loban (1) Atkinson, Johnson & Spurner (1) hisardi Construction Co. land A. nith ) ( J Testing Engineers—San Diego 3467 Kurtz St., P0. Box 80985, San Diego, Ca. 92138 (619) 225-9641 / (J 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 758-3730 October 17, 1984 Hafer Steel 5915 Mission Gorge Rd. San Diego, CA. Project: Graham International Office Facility III 2121 Palomar Airport Rd., Suite 300 Carlsbad, CA. 92008 Gentlemen: Our firm has been selected to represent the owner as the testing and inspection agency on the above project; According to the specifications and our instructions the following testing of the reinforcing steel is required. -- TESTING One tensile test and one bending test shall be made from each 10 tons, or fraction thereof, of each size bar j5 and larger when properly identified as to heat number. Mill anaylsis shall accompany the report. Please notify our Dispatcher in sufficient time so that the designated steel can be sampled, tagged and tested prior to shipment to the job site. Very truly yours, Leland A. Smith LAS:ac (1) Graham International, Inc., Attn: Mike Loban (1) Hope Cthsulting Group, Attn: Al thban (1) Atkinson, Johnson & Spurner (1) Lusardi Construction Co. Jfl Testing Engineers—San Diego fi CU 3467 Kurtz St., P0. Box 80985, San Diego, Ca. 92138 (619) 225-9641 It J 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 758-3730 October 17, 1984 thsardi Construction Co. 2534 East Washington Blvd. Escondido, CA. Project: Graham International Office Facility III 2121 Palomar Airport Rd., Suite 300 Carlsbad, CA. 92008 Gentlemen: Our firm has been selected to represent the owner as the testing and inspection agency on the above mentioned project. According to the specifications and our instructions the following testing and inspection is required. TESTING Soilswork Compaction tests of structural and trench backfill and parking area sub-grade. Asphalt Paving Compaction tests of aggregate base, review asphalt concrete mix design, sample mix and test for complience with specifications. Cote completed paving and test cores. Concrete Compression tests of concrete with design strength in excess of 2000 psi. Reinforcing Steel Tensile test and bending test from samples out of each 10 tons Masonry Compression tests of mortar and grout samples. Testing Engineers—San Diego J 3467 Kurtz St., P0. Box 80985, San Diego, Ca. 92138 (619) 225-9641 r J 2948 Industry Street, Suite B, Oceanside, Ca. .92054 (619) 758-3730 October 17, 1984 Page two of two Lusardi Construction Co. TESTING Insulating Concrete Fill Compression tests of samples taken during each days pour. ThTSPF[TTflN Crrtirrpr 1'bdified nthod of batch plant inspection for quanity and quality control. Continuous inspection of concrete placement (with a design strength in excess of 2000 psi), the inspector will also check the reinforcing steel for grade, size, location and. proper placement. Masonry Spot check inspection at start of work during grouting operations. Structural Steel. Fabrication- Identification of steel materials and inspection of shop welding operations. Erection-Special inspection of all structural steel welding operations. Inspection of. high strength bolting and torque testing of bolts. Welding of floor and roof nEtal decking will be inspected. Ultrasonic testing Of full penetration welds of riornent 'connections. jt Testing Engineers—San Diego 3467 Kurtz St., P0. Box 80985, San Diego, Ca. t J 2948 Industry Street, Suite B, Oceanside, Ca. 92138 (619) 225-9641 92054 (619) 758-3730 October 17, 1984 Page three of three Insardi Construction Co. Please notify our Dispatcher at least 24 hours in advance of this work so that we can arrange to have an inspector or technician available. Very truly yours TESTING ENGINEERS-SAN DIEGO Leland A. Srnitl( LAS : ac (1) Graham International, Inc., Attn: I'ike Loban (1) Hope Consulting Group, Attn: Al Loban (1) Atkinson, Johnson &. Spurner ;.. - ~i `L ffffl Testing Engineers—San CiEgo .. 3467 Kurtz-Street, P.O. Box 80985, Sar Diego CA 92138 (619) 225-9641 - 2q48 Industry St., Unit B, Oceansid€, CA 92054 (619) 758-3730 EM Th 1OUP Z JQB ,NAME,.- GRAHAM INT -OF Xi LUSARDI CON M& CN111 CIT 7—- EPORT — EFORT Ej0/25/84 — 7. p dr if 0 TrpL en Jr a — j i Inc -to in fro to A 1 r i:?. To 4 and ]:Lnc I. frOM C -to a per - - ------r--•- EK xep 1 ons Re i crc omcn t no t in p 1I/4 at nc hot b ol t ( cd r CI n4 o t foi p i cc"MeI -= — -( OIUMfl F oat .nos (' 1 -' D I I) , Ii t 3 El 4 C I 4 - -_4 otj .. - - -ri.nfor eMPn-t for al l riracje 0+ cte I at - -- * - - - -7 - - = - --- -Thu war L nsp t e d c op iLt Wi ( h the ppro vccl p1 nt 77 L i"Tra w --- _____— — ,- AM 1H.------ --- - Z. - -I (i/19/U4 4000 Ccr ry II i - - — =—— 41 - T Tski T.—---------- - —i— -- -------- ----- 3 23 -;_ —. — - - - - -------=--*- ----- —=-=---=--- -=--- -_._______=_*--- -_- - -- - - ---. - T . — ------- --- ---- — —s---- - —= ---- ___ _____ - — — --- -.-- — - --— ----- _z -- •--_s - - - - -. - - - - - -' - - - - —:— - -=7 7 GIY Dt F€AR-ESBAD-T_-- -.- - - •4L - - - - 0aftment - - - - -- - - '777- 77 —' .___1 _________— — —=-.- —•-------- _________________ __ -------— - ____ - --- r - - - - - — - - -:----- ---------- —*-- -. - - - — - —'--k-- -_----_.-•_---*=-_ _- - - -:--.-H ---- TI TII'fl, I LO rNl ER ',AN DIF GO 1 - VP 0 0 •% V Testing Engineers—San Diego Ni 34670 Kurtz Street, P.O. Bx 80985, San DiegoVCA 92138 (619) 225-9641 V 2948 Industry St Unit B Oceanside CA 92054 (619)-758-3730 0 V V V , — — V NTL OFC FAC 111--' 1200 111-M ND -GRAHOM 1flt A nTlsccC 3l Al M M/D A700npT 01\ Al) I ()UP36 T\ GA ( ( I E.r'rnjr1i1 TTad' i'Pfllio ii -RUCTION-1:011 fly~7~ N 111aM JBeriy C t3454 JH Cha pan S SAN - - E - p e c thçi x j L rt ,la f i'01______ tbocki _- 0 e 01.:__attheet. end at A nd 1) on a' c3 1v 4'ro he fo ing to thc w• wc'P w :i. ___ JtcL j 0i t i em C., L_f th ec ci i fjj,e jlcc k •V — . -.- — .17 _i_I_Lp _tionc___±,poL__che-'kc'd ____N,rc _in_I_(IL_ui'j t.: _I__ ----------------___ ..... - Motei Lc"Jpc' C___I tic 'i ji ci c ____ djoMpj___jftc 17 ..,. --- _----= _ pLc h ( dJJ A hetVwppr 0 4, V Ui.nct_a_Mirror:_ec: o _ ul:-_see tt'it '• the - - I c:Votrsce was___.iyed___with _bond _heati__un _ iio__tcp reiricrc:i.nc steel____________- ___0_ ___________ -_ •0 ___•_, - - -- •V 0 0VV . - 1 Testing Engineers—San Diego . ti/111 3467 Kurtz Street, P.0. Box 80985, San Diego CA 92138 (619)225-9641 2948 IhdustrySt., Unit B, .Ocenside, CA 92054(619)7583730 - ,-,- .. . r3O - iT?)F 2(3 ()I JM'VENUL' - - C AD,AN LSB CA, , HCb TESTINC EWGThEERSSAN Ii ECO NCRETEI N' P ECT rowR I P (1 R - ;----- --_;- — 1tmpectd rein orccMen_t for placeMentand grade of steel and --_..-_ -.---,.-.----------.- - p1ac3 ncj of concre ie at p anl cr area i_a wal If s6tj ootings c.lt cntran ramps on 0 _- Three co te 5peciMensMadP -- . _lI—_ Lxrept ions_Two P'C irrigation pipes 2-1/2 and 1-1/2 - -- =.---- i:ine,. 2 and the bo toM one thrcI of the wail foot:ing on l:i.ne3.. . - - e IC -777323- lh _L! wa not_1 ii accordance____w Lth deteii J /3l 6uper .i ntencftnt 1.01 i _M(-that'ih e iiiw er _---- _- .._ihey_were _wrappecI __-or' __easy reMova.I._. - -, - --------- ----- EMI4cINPECrOR'SThAM R T1FI S T SK_II_ TThR Si3 _-= — — I — -_---;:--_—=I= _—i —_----_--- =----_- -. - . --------------------- - — _-.-t----_- -______- _ — —,----=--- --------- --. _________ 7—;7 v- •..,• •___._____._.,4_________••__ . — - ._- — . -. - - - 7 .11' S fJJ Testing Engineers—San Diego Ill_ S o 3467 Kurtz St., P0. Box 80985, San Diego, Ca. 92138 (619) 225-9641 1 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 758-3730 LABORATORY NUMBER SD84-3567 DATE. November 16, 1984 Job Number 3075 Graham International 2121 Palomar Airport Rd., Suite 300 Carlsbad A 92008 Project: Graham International-Phase III Carlsbad, CA Subject: Material sampled by Testing Engineers-San .Diego.personnel and submitted to the laboratory on 11/03/84., identif led a.s: MID No. 1 - Native tan yellow silty sand, ecured at project site. M/D No. 2 - Import bedding sand, secured at project site. Procedure: Moisture density relations of soil, tested in accordance with ASTM-D 1557, Method A. Results: M/D No. 1 Dry weight per cubic foot Percent moisture Maximum dry density, lbs./cu. ft. Optimum moisture conteitt,5 % #1 #2 #3 109.8 .111.4 112.2 9.5 11.2 13.3 112.5 ------- 13.0 Results: IM/D No'. '2 . #1 #2 Dry weight percubic foot 106.4 107.7 Percent moisture 12.2 14.1 Maximum dry density, lbs. /cu. ft. ------------------.---- 107.. 5 Optimum moisture content, % .-----.-..---- --,------- 14.0 #3 106.8 ,.. Reviewed by: TESTING ENGINEERS--;SAN DIEGO NOV 2,19B4 CITY OF CARLSBAD WJD/linr Lul Wing Department W At ~m C. E. #34545 ( cc: (1) Hope Consulting Group, Attn: Al Loban (1) Atkinson, Johnson & Spurner S (1). Lusardi Construction Co. (1) City of Carlsbad Building Inspection Dept. f Tósting Engineers—San Diego W 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 JOB NO 3075 L f I 1 Y Or C A I? I 3B AD BI-DG I N S I D t DISTRIBUTED TO JOB NAME: GRAHAM. INTL OFC FAC III 1200 ELM AVENUE - GRAHAM INTERNATIONAL - JOB ADDRESS; 2141 PALOMAR AIRPORT RD CARL.SBAD, CA 92008 HOPE CONSULTING GROUP CARLSBAD; CA A1XINSOM1 JOHNSON & SPURRIER; - - LUSARDI CONSTRUCTION COMPANY Cliv OF CARLSBAD BLDG INSP DEP ENGINEER: 4iIIia J. DeBerry, R.C.E, #34545 I T.H.Chapnan, R.C,E. TESTING ENGINEERS-SAN DIEGO REPORT,,NO 14092 - DATE 01/16/85 - 5 (RUCI IS VTDE. I ru E. L D N,13 LT I ON R ;OI' I - coNcRE:TE INSp EcT:l: ON REP ORT - --S -. Pcertiit :11:34-234 /7/85 :LiispecTed- coMp:Ltd shear' stud welding for 2nd :1evi. . Position - and number' of studs c:on-Pori to the r-equir- etients of the structural. - drawinqs tuds were randomly testec:I by bend:Lnçj us:Lnçj a s1edge haMiler, Approxi.iately 50 were bent arid bent back to original - .- posltion without •riuires, - I)ATI 3 E: MI'iI- I 115P1 C10R 'S NAME* 1/7/85 '70 00 An than y H R yc:he:L 1ASK41 RT HRS TASK:11: .....OT HRS TASK:11:,.,,, DT I-IRS 3230 4.0 - S 1/85 -- :iispec:te(:l re:LnforceMen t for. p1acemen,t and jrade of steel at 2ncij I our C. O;lPOJ tP S I b 1j.ne I to 11 A - to I) pc'r 3/bô, 31, ô, t/SB, J/S7 and sheet S---3.. - - - - Ti wo, i ri~sj: e c ted coMp:Lies w:Lth the apj:irov:Lp1ans - DATE'5 I CMI II I N3PU TOR /NoME - - 11'9/35 - 4000 t:erry Hira -ta . RI +11R1,3 TA5K or HR3 TASI< Il DI llP -- Tö) - 1/9-185 c1 Ltrodc1/0T7 / - - I d e r s and, C c. tit cal( nuMber P a (r .L( k Nova tny 45DO4 3/81 I mw •. pos IC fi:L:I.ets & grooves ) TESD. -- • -. - .i:nspe:t(dwc:Lciinq of roof :level. (:oMpi.ete penetr'a•tion MoMent connec:tions at B.....I and C--i. - — ]nctedAiTM A325X high s trc'nq th ho I tinq inc1ud nq - - - - - bitholes and fayinq Surfaces for •r a of 'Level framing ifl pr acjr ss betweeninsland S - from A to I) No td v a r bus Misa :1:iqi-:I bo:i -t - - h_olesa tgr :1. dc u urd ma tes (:.---4 east and J0----! •. I) :i. re.c t.ec:Lc o nt rac: tpr _toreaM hal Lholes such that -ho les are n more tI-i t/16 " iar'r than diame -ter of boL -L- mnsta:ilecl - Bolt tnion yen I ted by pLi nd 1od md L Lan_ho Lt - - ii ST I i4(, ENt, I ND RS AN DIEGO I - gTesting Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 Visu.al :Lnspec:t:Lon was perforMed of joint preparat:ion arLwirjJy c-?r1f:i.ed oI:r trs u ng AWS a e:Lectr 0dc?S Nelson StLJCL shear connectors. - Weld e rs mJLc i I C e nu mber on Mc Co I I um, TRW Nel son Di vis i on J mpe tr<i we -1d -1 o hedr C OflflP( to a r d 1' I 0Ot F CaM LflCJ hc' tWPfl lines A an:I X) froM 1 to 5. Iis:ected reinforcement for p:ac:eMeflt_aOd grade of stee:I. an:I piLacing of conc:rete at 2nd floor s:tabon decl< between . lines A a ncI Dfrolto5. 15 .flCub:Lcyards of M:ix No. LT 3000 (TESD) p1aced. tst spec: :iens Made. - I.nspec ted rainfoi.'c:eMent for p :laceMefl X and grade of stee]. 3rd flc:i.or slab on dec::k between lines -A-and- 3fro.M :i to 5. V:Lsua :1 insp.?c.tin was perforMed j) f Jo int preparation ancL weldinq _by crti:Pied operat ors using AWS Wc'I ders nd 'r til a o nuMber P i. Ic Novo tny IVI)134 3/lU rcnw ) 0 t I f TEED; f7 red l-i ( h i'cn :1H34---,547 'i47 F( ',('.)W p o I C TS& I [nsprc cd w Ldinq oF roof ] eve I c 0MI I (P ponc r t ion wu d' 0 2, ..D:3e&s:Land B5,. C5 and A...4. - -- I/IL/B - Li.sual:inspect:ion was perfqrMecl of j0:10t prej:arat:ion - ancL welding by certified operators using AW - - electrodes E7 1'7 . - - - L;Piedwelders se as previo Us:ly rep orted Inspected welding. of roof •:Lcei c:oMpIet we pnerat:ion joMet:I.ds east and west and D-2 . This Mar ks;tbe c op le.t :1 on of. _a1.loivent welds J'or--the structural stee]. £ratie. j-)325X - h :içjh s:tr.enq tI b o ,i.tinq inc:J. ud inq - les. and J'a y mci. surfac:es for r o()f VC1 •CraMiri çjin pr ogress between:I.mnes i and 5 froM A :t0 0.. - - - - - - Bolt. :ersior verified by spL:Lnec:I load .nd:i.c:ator bol:L and :t urn of DAJI I r1II TN6PI CTUR'h NAME I/9i1L85 - 375() Brian IIale - - - -- - - - __- -------------- -- ----------- -- - - ---=-= ==----t -- - =- - t ---=---- 1OI(-ll -. RLIIIS TASI<11 01 HR3 A3I<ll DI IIR LATL(IPLAN1 [NLLT10N PORT_ tloc:I:i.fied Metftod - -t c :Ln spec: t io nwa s. fj rn i shed per ourMod :i.f:LedMe:t I- :LtyancI quant it y c ontr 1 of tru::turl CoICNte, 1 - - - sa.tura:ted surf-ace dry. weigIutshave heen ad justecL tocoipensate for -- IL TTNF, I N, t-)I LRC AN DII fC1 ,. Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225.9641 II 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 t-h free jo :i.sture I:reen in th aç;cJr(:'cJatE-s •- - _ I npcL ion WdS rror Mc(i ( h' Lc and Lda R Mix, Lond ida piarrt, -.•, - - 50,0 CuI:ric: yards of Mix No, I 300() :Ln ii; peced. - :I:NSPECTOR's NAME - 1LiOJ854ô00 Young KiM - - - IAKII RI FIRS TASIO. Ut hR3 TASK II: DI 11W, 2020 1.5 2021 1.0 - -=----- '-- -• - - - - - - - - - - - - -. - - - ------------------- - - - ---= - - TESTING CINFFRS—SAN DIEGO 3 - - - Testing Engineers—San Diego, 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 JOB NO 3075 - r I Y or LAI'fl C3AI) B L. IX, INP D E.l DISTRIBUTED TO JOB NAME: 1200 ELM AVENUE GRAHAM INTERNATIONAL JOB ADDRE : 2141 PALOMAR AIRPORT RD- CAR L.S BAD, CA 92008 HE CONSULTING GROUP CARLSBAD, CA - ATKINSON, JOHNSON & SPURRIER, LUSARDI CONSTRUCTION COMPANY - - -. 5 - CITY OF CARLSBAD BLDG INSP DEP ENGINEER: - Wi11iaNJ. DeBerry, R.C.E. *3454 / T.H.hapMan, R,C,E, TESTING ENGINEERS-SAN DIEGO REPORT NO 14047 DATE 01/18/85 hi RUC I TELl ru LD SN3PI (lION RI IOR I -. - 12/3.1/84 - -- Vi.sua. ..:i.npect:ion was prforicJ a jo:int preparation w?:Id:Lr) by Cc?'tif.(::d o p erat or us:,n( AI49 - - - e:icctr Odcs EYOT-7 - - W:Lders and ::r -tf:ic:ate number : James Rodr:iuez 11:04---548 FCAW p o s - - jG )qrooves & f:i.LLet, TS:l: - I i petd welding in pr,ogr,ess 01 comp l ete pene tra tion moment wcLd for 3rcIfLo orfrar'i.nçj at A2, and A-3 west Viva1 inspection w a s prr4 or rwd of join-t prpr t L0fl ind wc.?ic-iing IDy c:er, t1f:iecl - operat or,s using AW$ - - e:Ictrodes 1:77018 . - - WIders -id PT (if a t n uMbPr Jrie, l odr icjuz l', j/ 'MAW, p o- - - - _6G, grooves t f:i11et, Afl. - - - J npec tcdW( I diflcj in projrc-s c 1 3rd 1 I oor cicpr (i.c(l T (d I' twcn - - B. 2 and B.8 from 3 to 3.7 per cle tii 3/s-7 1/7/05 - V:isual :inspect ion was—performed of jo:in.t preparat:ion .and we:idinqby c:er'tified •opera.t ors .uingAWS - • - - -- - eictr od( E7OT-7.. . • -. - - Cert ifjd welders .a me s previously, repor ted - - - welding of complete penetration - MoMen:we.LcIs.for 3rcI Li Ioor_fraiinqat A-2, and j .... west. • -. - - - --- - - - - - - - - - npc ic dhut (oi' punch incj at 2nd 1 I oar t J dc'Lk Nod -decu te but-Ton, pun.in at varou •IaL I.I.on . L n i. a tr (or -. -ch q -- .L -IaI as r'?quired IN.,Pc( IOR'NAMI- = I1 1-1 IR S TASK1 .....UI 1-1R3 TASI<:II: .....Dr HI': - -. .. — ULTIASON [C r EFLD L NE) PI C lION RI POIT exaMinat ±n of Mater' ia:Is by ASNT qualified. -- - - -. -- __oprat ors sade for in ternai. cli scon •(inu :1. •ties (lamination -_ ----------------------------------c liec k.:i.ng)_a n:Lona :11_J:-j 1 L penetra t.i on l d t we* a. 1 00% :I va ieas s h o wn. - - on attachecl sheets. - - -. - - - - __._: -i ==-= ---- --•- =-_ - .-- -- - - - ---- _, - -- - - ri::crr ir flTI:f'fl Testing Engineers—San Diego lIP 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 rJ Testing Engineers—San Diego 3467 Kurtz St., P.O. Box 80985, San Diego, CA 92138 (619) 225-9641 2948 Industry Street, Suite B, Oceanside, CA 92054 (619) 758-3730 LABORATORY NO. 14047 NONDESTRUCTIVE TEST REPORT DATE f2 -?4 FILE: TYPE OF TESTING: JOB: C-.e- '-W'-'( (t-tw,'J c;c-c 4.... FABRICATOR OR ERECTOR: CONTRACTOR:, d51'.4Ib OAJ5i' ADDRESS: 2(4!?6 Lo,-4tZ M04 N. p(ri fl A I SHOP _____- FIELD Pace / of MATERIAL: - 1 METHOD: TRANSDUCERS: CALIBRATION: if 1,1 SHEAR WAVE-ANGLE: 70" INSTRUMENT: / INSPECTION STANDARD: .I1tj' 'f RATE OF INSPECTION: DESCRIPTION OF TESTING/ITEM(S) /( DATE HOURS TECHNICIAN PART NO. / LOCATION NO. / TYPE WELDS TESTED _ACC. REJ. REMARKS ii 4- / 4p CoL. t uJ - / ' ?czi -YSr REJECTION RATE _________ RETESTS OF REPAIRED WELDS __ HOURS / REPORTED TO: Testing Engineers—San Diego Reviewed by 0 Testing Engineers—San Diego if0 3467 Kurtz St., P.O. Box 80985, San Diego, CA 92138 (619) 225-9641 LI J 2948 Industry Street, Suite B, Oceanside, CA 92054 (619) 758-3730 LABORATORY NO. 14047 NONDESTRUCTIVE TEST REPORT DATE FILE: JOB: ADDRESS: - TYPE OF TESTING: FABRICATOR OR ERECTOR: CONTRACTOR: SHOP _— FIELD i/Page of 2 PART NO. / LOCATION NO. / TYPE WELDS TESTED ACC. REJ. REMARKS 7> Iv' 2 7Jc-i )) A'. 0 6 0 ) ,(//kI -3 .-F / _ C?/A - ) 41 )Li_tA1 _____ _____ 0 / p IJUi\/ 4 - L ,,4'/ .4 - 'i, C7- &LV' ,i ) L/! REJECTION RATE ______________________ RETESTS OF REPAIRED WELDS ______________________ HOURS REPORTED TO: 1) Graham International 1) Hope Consulting Group 1) Atkinson, Johnson & Spurrier 1) Lusardi Construction Company 1) City of Carlsbad Bldg Insp Dept Testing Engineers—San Diego Reviewed by ~ t' ~_ - ~ ~_' Z14 ~ ~ 4 1 - William . E. #34545 HOPE CONSULTING GROUP ARCHITECTURE/ PLANNING 401 WEST 'A STREET HOPE SAN DIEGO ENGINEERING/INTERIOR DESIGN SUITE 500 HOPE SAN FRANCISCO REAL ESTATE CONSULTING & DEVELOPMENT POST OFFICE BOX 2488 HOPE OVERSEAS CONSTRUCTION MANAGEMENT SAN DIEGO, CA 92112-4171 USA HOPE ENGINEERS INTERHOPE TELECOPIER: 619/233-4397 TWX: 910-335-1677 HOPECO SDG TELEPHONE: 619/233-5251 January 31, 1985 City of Carlsbad Building Department. 1200 Elm Avenue Carlsbad, CA 92008 Attn: Carter Darnell Re: GRAHAM INTERNATIONAL, PHASE III, Palomar Airport Drive and Yarrow Drive - A/E No. 07952.42 Subject: U.L. assembly rating Ref. 1983 Fire Resistance Directory Gentlemen: As described to you by telephone, on 24 January 1985, Design #D907 pg. 162 which utilizes a 6-1/4" lightweight concrete (expanded shale) total deck thickness (3" metal deck) is being used for each floor. Yours truly, 'InenationaI ConferenebfBuiIdingOfficiaIs:.. r " Report No 2439 t' EVALUATION REPORT . --•-•--• -•-•.•---. .....-..- September, 1984 Filing Category: FIRE-RESISTIVE CONSTRUCTION—Other Fire-resistive Construction INLAND HI-BOND STEEL FLOOR AND FORM UNIT of 12 pcf.' The thickness of the sprayed fiber for the one-hour IN A FLOOR AND CEILING CONSTRUCTION and two-hour fire-resistive construction is shown in Table No. III. INRYCO, INC. . Two types of listed trench headers may be used. One has a 4101 WEST BURNHAM STREET bottom pan and the other is without the bottom pan. For construe- POST OFFICE BOX 393 lion details, see Figure No. 1. The electrical inserts are manufac- MILWAUKEE, WISCONSIN 53201 tured by INRYCO as Type N-R-C Bloc. The activating compo- nents for the electrical inserts are Square D Company's Types Subject: Inland Hi-Bond Steel Floor and Form Unit in a Floor and DBFB-SA or DPFB-AB. Inactive inserts' minimum spacing is one Ceiling Construction. - . in each six square feet of floor area with spacing along the length of the units not less than 30 inches on center. Active inserts are Description: The fire-resistive system consists of 1½-inch, 15/8-inch spaced not to exceed more than one in each 12 square feet of or 3-inch fluted or cellular Inland Hi-Bond Deck sections with a structural floor area for the fiber thickness listed in the accompanying table. concrete topping reinforced with 6-inch by 6-inch No. 10 by No. 10 welded When active inserts are abandoned, the insert holes are covered wire mesh. The soffit of the deck is exposed. The spans of the deck units with tape, pai*ed with mineral wool, cover installed, and the top shall be based upon usual structural consideration but in no case shall is covered with sand-cement grout flush with the concrete surface. exceed the length indicated in Table No. H. Evaluation Report No. 1092 has a detailed description of each type of deck. Evidence Submitted: The results of fire endurance tests conducted in accordance with U.B.C. Standard No. 43-1 are sub- The required depth of 'concrete and the type of form unit for . mitted. various fire-resistive time periods are as set forth in Table No. I. The depth indicated is the height of concrete above the plane of .;. Findings the top flutes. . . ,. Fire-resistive Rating with Fiber Spray Soffits: One- and two-hour ' Findings: That the fire-resistive floor construction utilizing the fire-resistive ratings for minimum 22 gauge Type 2V, 3V, 2NF and Inland Hi-Bond Steel Floor and Form Units described in this report 3NF steel decks with trench headers and electrical inserts, meets the requirements of the 1982 Uniform Building Code for the time The construction consists of 2% inches of normal weight con- period rating specified, provided special inspection is performed in crete or lightweight structural concrete placed above the top of accordance with Section 306 of the code. the flutes. The soffits of the decks are sprayed with Type D-C/F . United States Mineral Products fiber that has a minimum density ' This report is subject to re-examination in one year. ............................. TABLE NO. l . ...,., ..,. CONCRETE DEPTH .. -FIRE-RESISTIVE: - ABOVE TOP FLUTE TIME PERIOD TYPEOFCONCRETE' TYPEOFFORMUNITS . (InInches) (Intloure) 1/," B, BR, BF, S, SR, 1'!," NF, Structural Lightweight 24 2" or 3" V, 3" N, NF, NF, HF, 3% . 2 3"W,WF,WGF Structural Lightweight" . lh/2 B, BF, 2" V, 3" N, NT, HF,3 3"W,WF,WGF 41/4 3 Standard Weight Y2 1-. Standard Weight" 4Y, 2 'The concrete shall have a minimum!' c of 3000 pounds per square inch. . 'The fluted units are phosphatized and painted or galvanized and the bottom sheet of the cellular units is galvanized. 'All the steel decks are galvanized." '110 pcf ± 3 pounds air dry weight. '145 pcf ± 3 pounds air dry weight. .'. TABLE NO. 11 —MAXIMUM ALLOWABLE SPANS BASED ON FIRE TESTS - TYPE OFFORM UNIT GAUGENUMBER - SPAN 22 7'-8", 20 8'- 8" 1%", 1%" and 2" . 91-111, 18/201 . 8'-10" 18/181 9'-11" 18 13'- 2"2 20/20 13'- 2"2 Cellular units. 'For standard weight concrete or a three-hour fire-resistive time period the max- imum span is limited tol2'-O'. ICBO evaluation reports are issued solely to provide information to Class A members of the organization utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommendation for use of the subject report. - This report is based upon independent tests or other tkhnical data submitted by the applicant. The ICRO technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO, expressed or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of •• . i I' _I_ 1/18 Emile: Spoke to Gene Meler at Esgil and he says many floor assemblies are approved without monokote for one hour construction and more - I pulled one example for you out of ICBQ file. Tried to call architect but Hope Consulting is closed on Friday afternoons. I still have the plans open. Could you look at them with me again please. Carter fif Testing Engineers—Saa Diego 3467 Kurtz Street, P.C. Box 8095, San Diego CA 92138 (619) 25-41 2948 Industry St. Uni E, Oceanside, CA 92054 :619) 753-33C OENO: 3075 - cTYor : itD 'ELD INSP EEP DISTRIBUTEDO: JOI NAME GRAHAM INTL Ot1FAC rn 1200 I LM LjF - - ~RAHAM INTERNAIONAL JOI ADDRESS: 2141 PALOMAR AIP0R1 RD CAR L.SDAD, C 122G OJ _flCR- E CONSULTIN: GROUP CARLSBAD, CA - - AIEINSON, JOHNSON & SPURI. LUSARDI CONSTPJCTION CUPAN'f - CITYFCARLSADBLDGItPDEP tNINEER: William, J DéBerr R,C.E. t4545i T.HChapan, t.CE - - TESTING ENGINEERS-SAN DECO - REORT NO: 13705 - - - - DATE: 0/30/G4 - - t ON CRE1I I'.ispi:i o PFPOR i - - PM:i..t •ll134-'234 1 O/22'f34 Inspec:teci r e:Lnforc:eMen t for p1cM2nt a rid grade of st eel at looting and grade bea ms 1inc /-D, >J1-, 1/I. ,A1- pr, 8/134 a Ii ci 1: / 4. The work j.nspected complies iiti vi e a-p. )Ved p la ns. 10/23/84 I npec tdi pl nq of c on..r -e - f:)0 -. ci 1d m 3rade hiiic II n 1/.A 0, A/ I and cc I UMli Ioc.l J. n 2 , 3. , 4Cr, B, 3 II 4E and e:Leator I:):Lt 2-3/C-D. 190.0 Cubic yards o+ Mix 4o.8 paced, Six test sp: :LM -s Made, - - - The work :Lrispec ted coMpi.ies the approved plans. - - DATES .,,,,,EMP :11: :i: NSP ECTOR s NAME - 1O/22-23/8L 4Q00 - Gerry Hirt - rA'i< II 1 11R 1 ASI<II H HRS I si ii or us 32 30 3.O - EA1CH PLANT [f1SP CTLOI'1 REPORT - -. - Mod:fied leth cf -- 10723l4 - D tLh P 1-:In I 1 I fJ( I. Lon 1rn hecl icr our, CJ MO L I m ' ( h o I- or - cua].:Lty a ncquani1-ty cor rolost -'uc:tjrfl. concr:?te - The - - -- - saturated sur'facz dry weights ha'. e been adjusted to compensate for - The f?Spp nc:i.vt ure present in the :I:nspec:t :1 n perforMed at the Esc ido Few: c:Iy Mix, Via Cubic yiimd is. of Mi x No.- ) i.pc:t EMP NSECTThME 1 Vii 10/73/0 4600 Young KiM FRS TASK4 .....- T H!S TASIt .....Dr ERRS IIiT ° 1: RECEIVED J.LNOV 219E4 1TiiiCITY CF CARLSBADL_ -- --- --- - TEE T IMG ENC (iEE:R'....SAKI JIE(O 1 - . .. :- * - '• . - - - - Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138(619) 225-9641 i'AM 2948 jndus&y St., Unit B4Oceanside, CA 92054 (619) 758-3730 2 0 -- - - - GRAHAMINTERNATIOM 8 -HOPE:, CONSULTING GROUF -- LA - ATINSONJCHNSOR!ER - - - i.i. w2&41a1 I. I 170454V_/_T pnan1 IS , - I 41W .PIUIILL.Il 1flI II4L.WU. - OR 4? flio * - -=- -=-- I fl t • - • .• •• I I •., I. Testin g Engineers—Sam Diego o wyas r 3467 Kurtz Street P.O.Box 809E5 San Diego CA 92138 (61 9) 2259641 J/ 2948 Iniustry St.,Unit B 0cean.ide CA 92054 (619) 758-3730 Fi JOB NO,: • 2319 •, • CITY OF 'CARLSBADnBLDC IN SP DEPDISTRIBIED FESS INSTALLTIQN R Ls B A _92l Alw i_ CARLOAD, CA Tr R- AM 0 —4140—, LOCATION IN STR 1781 29 UCTURE - -•- ---_ NOT1 -;-__ 1176Z 29-77`45%, -_-•------------__-••- _____-_-_'_.---_•_______----,--•--.'-_---_F_V N- - 0 - F t •0• - —=t, - -•=-- - - - ----.-.-- =—;--- UI -V---- - - - - — -- - - - ••• 4 •• - • .• - - I L__- __- ------ -.-----. - -=--- - —1 --- - 0_ •. 0 _ - -=---- - - --=- ------- - _________ - - • -_.'-- -# - •. _•___0 • •b • • • --, • • - I • _,_- - • •' _• _,4 • •• - • ,,:I 0 • - fl - - - •0 -•- - _:• • -- • - -•- - 0 ,l •i___- I - - - —•--t— - - I •• -- '_- • • •- r_• - -- • ..• -- •,• -. - - - 0 • I • • • • - I -4 0 -- -I - -• • - - - ------=V=L) -- - __:_ - 0 • - -P=- - — - ----- _NOV+41984--_- _-- __---- DE DIE _______________ - _ -- _____________________ - lDepart JOB NAME: _:' - 0 0 •I 71. :- UI • U: • • •• 'I. • -_ U 0 -- • • ' • '• • - , •- 0 - 1 .1 1 , PGE NO1 ____________________ I- •, • -••• .• V • - ;- • •' - L • _•____- _• _b '- _I _____I : ; Testing Engineers—San D,dgo .'.. - it/lU 3467 Kurtz Street P.O.Box 80985 San Diego CA 92138 (619) 225-9641 2948 Industry St.,Unit B Oceanside CA 92054 (619) 758-3730, 4- - LIjYUl-CARLSBADBLD(1INSPDEPDISTRIBUiEDTO. - U 0 ELM AVENUET WN - CONS utf ON PAY ITYR[SBADBLDC IiDW I tEER iiiifl RT CE ---- _____________________________ - - REPORT N0 -. 1429 'CONCRETE COMPRESSION ..TEST — — ---- DATE: 11/02/84 - -- ' t1WTACE@iENtWsIDiEiiXEStUMtThThiI0F UC-fP0ADThDThM —AD NBi11EEST DE URDESIGNAtÔNIYfftXERD 17iRKT ODE .- O9 —COMPLIANCE. 7 - ---- - - nnfl 1P1iO, ea- 1AAT Th UJQlLU 3`76 -yuuu • U 3/00 -Ul7TU ______ - 12446 72940 - T - - -•- - - ----- -- -=---=-- ___ • ----- _ --- ---- ________ -=---------.---- . -' _______ - ------- - --- —=-- -- ------ -- --- --- - --=--- _, ----------- ::'----- ,_-_--±- — ••-.-. -----_ -- _ --.--- - ---- -.-- r-_--_----r_--- - ----__-- -_---;--- -. - - --.------------- -i--- - - ______ - - - - .- -i-- . - - -_- - - - ____--------- -_--------- - - - -r - - - -= - -;------ - - --= - =L_ --- - - - ---;--_- -_-.--• -__::- -=!:-__---_- -_T V., - - - - 4 - ---_ --- 70-Fl CARL-SRAT == ----- _- _ — ui men 74F -_—_-_iIi _-- ------ - -- - FORM t PAGE I JP J1 Testing Engineers—San Diego 3467 Kurtz St., P0. Box 80985, San Diego, Ca. 92138 (619) 225-9641 r J 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 758-3730 LABORATORY NUMBER SD85-290 INSPECTION REPORT DATE 1/31/85 FILE: 3075 INSPECTION OF Fireproof ing JOB: Graham International Office Facility FABRICATOR OR ERECTOR: CONTRACTOR: Lusardi Construction I ADDRESS: 2141 Palomar Airport Rd., Carlsbad, CA. SHOP- FIELD____ PLANT The Specifications call for 1/2 inch monokote on 'all beams and 7/8 inch on the first floor columns. An average of 10 spot checks per column were taken & averaged on the spot. Inspected first floor columns; of these columns, lB. 1C, 5A,5B, 5C, & 4A meet specifications. The remaining average between 1/2 & 7/8 inches, and should be reshot. Column 5D was missing a strip from slab to plus 8 ft. First floor beams all meet spec- ifications except the third beam E. of the beam between columns lB & lC, the monokote is thin & irregular, additionally the monokote is thin to non existent on the beam between columns 4B & 4C. Support structures remain on the first & second floors & beam patching will be required when these are removed. Second floor is sprayed well except the following; 1) The beam E. 'of the column 4C, the monokote is thin with a 10 ft. strip missing. 2) The beam between columns 2B & 2C is missing a strip on the E. side. 3) The beau east 'of column 2C needs to be reshot, as the fireproof ing is too thin. First floor: Reinspected all deficient columns & beams. These meet spec- ifications after monokote reshoot. Second floor: Monokote in the beam E. of column C4 is still missing or too thin. Otherwise all beams are up to specifications. Third floor: Fireproofing in the E-W bay has a number of N-S beams with bare patches present. Several E-W beams are also patchy, these have been identified on the site & should be reshot. Additionally, the E-W beam between columns B2 & B3 is too thin. Several support beams on the third floor were not shot & are-located in the central bay. Support columns on the first & second floor are in place & remain to be patched. FEB 111985 DATE 1/24/85 REG. HRS. 3.50 0. T. HRS. REINSP. HRS. INSPECTOR Mark Detterman DATE REG. HRS. 0.T.HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T.HRS. REINSP. HRS. INSPECTOR DATE 1/28/85 REG. HRS. 2.50 0. T. HRS. REINSP. HRS. INSPECTOR Mark Detterman DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR REPORTED TO: (1) Graham International (1) Hope Consulting Group (1) Atkinson, Johnson & Spurner. (1) Lusardi Construction Co. (1) City of Carlsbad Bldg Inspec. Dept. WDJ:jh CITY OF'CARLSBAD Building Department TESTING ENGINEERS - SAN DIEGO' REVIEWED BY. z 12-. -- William J. DeBerry R.C.E. #34545 j Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 1I1 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 g Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225.9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758.3730 Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 Qritp at Cartbab REQUEST FOR INSPECTION RECORD INSPECTOR PFRMIIT NO. OWNER- SS REQUESTED BY PHONENO .7 i)7ff /L(c TIME: DATE: PLUIN2 Cl UNDERGROUND PLUMBING SEWER AND PL/CO TOP OUT PLUMBING C TUB OR SHOWER PAN GAS TEST O WATER HEATER O SOLAR WATER D FINAL PERSON TAKING REPORT ELECTRICAL 0 TEMPORARY SERVICE ,cL.kwFER GROUND 0 ELECTRIC UNDERGROUND o ROUGH ELECTRIC O POOL BONDING o ELECTRIC SERVICE 0 FINAL MISCELLANEOUS O CONDITIONED AIR SYSTEMS O SOLAR HEAT PATIO O POOL 0 SPA O SIGN 0 GRADING - O DRIVEWAY 0 FINAL BUILDING O REINFORCING STEEL O MASONRY GROUT - GUNITE O FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF D SHEAR 0 FRAME 0 EXTERIOR LATH O INSULATION O INTERIOR LATH OR DRYWALL FINAL SPECIAL INSTRUCTIONS (J Ready For Inspection: C Monday Tuesday 0 Thursday 0 Friday 0 A. M. 0 P.M. .Q,, /OL$ 4. A/ 9 t Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 301 OB NO 3075 .i ry Ut CAl? I 3BnI) BI D(, I NP DI DISTRIBUTED TO JO B NAME CiA INTL FCFACIII i 200 ELM AQ1:NUE - GRHiINTERNATINAL - OFADDRESS: 2141 PALOMAR AIRPORT ID CARL,SBAD, CA 92110 8 HOPE CONSULTING GROUP CARLSBAD, CA A1XINSUN, JOHNSON & SPURRIER LUSARDI CONSTRUCTION COMPANY CITY OF CARLSBAD BLDG INSP DEP NGiEER WilliaM JDeBerr R CE 434545 / T Ii Charian, R C E TESTING ENGINEERS-SAN DIEGO ORiNO 226 CONCRETE COMPRESSION TEST DATE 02/15/85 - YL UN WTACE _____STRENGTHPSI DATE OF MIX DESIGN SLUI4P MBE T114E IN TIME OF CYL THIS TEMP LOAD "PLANT DIAtf MBF TEST TEST DESIG14 _P U_R DESIGNATION INCW BY MIXER DAY SET/MARK F Nf1BP CODE ANCH 3000 01/16/85 LT 3000 - s.r 8000 0 :oci' 3/00 0 0 30 6- _-7-1-26210 LOCATIUN IN STRUCTURE THIRD FLOOR SLAB LINE BAT 3 866 28 R4210 - - CPLIANCE 28 DAY TEST COMPLIES WITWSPECIFICATIONS, -• - 867' 60R .- - - 3671 l2R3i50 ' - RE - --- -- - -- - - -- - C!Bu 9iPBADT:HTI - ng Deparfment - - - - FORM 16 JP rI Testing Engineers -San Diego . A Division of United States Testing Company, Inc. - 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 2948 Industry Street, Suite B, Oceanside, Ca. 9054 (619) 757-0248 FILE No. _3075 SUMMARY OF COMPRESSION TEST RESULTS PAGE _One JOB Graham III MATERIAL: Lt. Wt. Elastizell SPECIFIED 28-DAY STR.: 250 PSI ADDRESS: 2141 Palomar Airport Road PROPORTIONS/Mix No.: Carlsbad, California . TYPE:- CEMENT: SPEC. SLUMP: ______N. YEAR: 1985 . . - . .. ADMIXTURE -. . AGO. SIZE: IN. STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI DATE OTHER LAB. NO. DATE CAST LOCATION IN STRUCTURE SLUMP . 7-DAY 28-DAY MAILED Dry Unit Wt. C-85 MO. DA. IN. 02154 02/14 Roof - North side, ease of . 492 06/07/85 02155 middle. Made by TESD 510 02156 .- 469 02157 496 Dry Unit Weight Average = 421 pcf (1).Graham International, Inc. (1) Hope Consulting Group (1) Atkinson, Johnson & Spurner (1) Lusardi Construction Co. (1) CS:np TESTING ENGINEERS, SAN DIEGO REVIEWED BY Craig Sbotka, Laboratory Manager ra Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 IT RECEIVEDJITIJI TT CiTOFCARLSBAD= Building Department JTTTIJJITT TJTIT1 TI T - TIJ PACUNO 1 J Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 JOB. -NO: 3075 CITY OF CARLSBAD BLDG INSP DEP DISTRIBUTED TO: JOB NAME: 'CRA AC III 1200 ELM AVENUE - GRAHAM INTERNATIONAL - J08 ADDRES 141 PALOMAR AIRPORT CARI...SBAD CA 92008 HOPE CONSULTING GROUP CARLSBAD, CV ATKINSON, JOHNSON & SPURRIER, - LUSARDI CONSTRUCTION COMPANY CITY OF CARLSBAD BLDG INSP DEP ENGINEER: -William I. DeBerry, R.C.E. *34545 /T.H.Chapnan, R.C.E. TESTING ENGINEERS-SAN DIEGO REPORT NO: 14009 DATE: 12/28/84 STRUCT STEEL. FIELD INSPECTION REPORT i2/26/84 V:i.sual in spec t:i.on was performed of joint prepáration - rcdwldIrigbycetifi:ed operators us:incj AWS e:Lcctrods E76T-7 We:Lders and cArtif:icate number: Fred Mathisen 41:84--547 FCAW pos 1C - ui1im:i.thd, I'S &I. - :inspectd welding in progress of complete penetration moment w1d for 31'd f:toor framing at D--2 ad A-4 isua 1 1nspeit ion was performed of jo int prepara-t ibn - Lo ,j . nd'wcSld incj by cer t :ified operators using AWS c :Lctroth-s E7018. - C..) elders and certificate number Thomas R Baker *5482, SMAW (G H LL _ jii.ts & grooves, ATI, - -- o nspeted we:t.dinj in progress of stiffeners and 1éder angles- at CQ s . eLond floor between 1-1.2 and E(_.8 From 4 to 3-,7- per -3/S-"11. - 12/20/84 - Visual inspect:i.oh was performed of joint preparation - and welding by crt:ifie:I opera -(ors using AWS - - eL(CtrOd _el E7OT-7 Cër'ti -Pjd /1dc's s ia meas p revioUs1 r rted. -i - Insécted welding of coAplet penetration moment welds for 3rd I oar rr minj at ñ-3 edt and A 4 west Noted erce of )orosity at. various ].ocàtions dur:i.n visU]. irpetioic-Pie:I:ds described Contractor reMoved defective passeb idihq or - sàf:Un; followed by thorough chippincj ancL wire I:rusIinj. A. - f:i.nishd welds r'odced dur:iñg days inápec -t ion were V 1sua1]y - a&etabl, from root to cover passes. Vi;ualispection w performed of j6i n t preparation t ThnU wélcIiig by certified opera t Or, s uin S AW' (.LC-'Ltrodc-s E.'OlG. We].derftd cer' tific::te iimbf I Ja Rbd#iUCz *84-54fi FCAW i os 1Cfi:LI.ets& grooves, TS&I -- Inpectd We:I.dinq in pr ogress' at3rdf1ào depesied r'ei he- tTh U from 3 to 37 per 4/S-/ :i:npect-cd welding in progress ôf penetration Moment w:1d - for 3rd f1oOr framing at A-3 --west • - - -• - - - - TESTING ENG:I:NEE -SAN DIEGO 1 - - - j Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 .2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 Testing Engineers—San Diego 3467KurtzStreet; P.O. Box 80985, San Diego CA 92138(619) 2259641 D 2948 Industry St:, Unit B, Ocearside, CA 92054, (619)758-3730 ,. CIT ? PDISTRIBUTED-TO, JOB NA 2 01ri : MA Q JOB AD1IU 214 PALON AIRPOfRD XDCW 9 (10 HOPE CONSULTINGGROUP CA-: -CONSTRUCTION 1011PANY,-- LUSARDI BLDCThSPDEP 7 TESTIUCENG INEERS-St4 DIEC0 DATE 12/27/84 mTE(_irIrrD INsPcCTIOwRrPORT'-'-- .--- ------,--- - V v5Ua1 iI3E( L ion was- per f orMeci a F' join t p('eprd L .ioW' and wei.ding by cert.f:i.ed oper t0rs . Ltrods /0 rdriqiTe r'iI 84 pys--- Qr o oves TCThtVi ] I17TS& i Tipe Tdi Id iT i1Foj bF3d1 Liii riYiji1e rp e r i ii) -. - _. ilOMFfl w I dc a I. D 3, D-4 L - - .inspect ed p '.; o].t: Ofl 0+ 2nd and 3rd oor fl channeli --.- --• - . . .- . - 6 froi3 to 3 7 pr chc'et '3-s NotEd that Vö I, hnn'l re L tol Lfl1 B TTfLd1t rr - -=--- ... - --- - '- ----.-. - - - ---.- '-: ......... D.chon on cIcliJ /$ 7 nd d.laii 1/O401Coritr act or wfiJ 1i t UiX1' u .1 L ii n C r c I P - -O jt s T dCi1 /S7 IFnpeLtc'dO I 3 2Xi cfifflTiTh ijThC 1iTiT .=- -.--= () ho] t o pc ldnd I ayi ng ur f' -=-ce' for 3 ci I bar fr xnçj in progr * i1 F' --__ Lto1 t tons oi v*.r .i rd by p] i ned ld i nd i cal or bob t --- -=--=----- nd wc]cli.ncj by er LLci cbd oper alor s usiriyAW 71) rTri M IRM oiI343 97=r C' 1GJ]1estrifliVIS )TS& I 3f1 Li3 1t piii r'F(con mom wef s, -'- •-- '. . ------ -i----. .r - -* ------' - -.------- -- 1ipec tc'd inal dtlon oP gi1vdn 'ed tict I dPrkLIrprocjrP _- \._,_ -;,---t----=t-=--t---- -t - - - - i —A s ta]lion Lfl proqres of pneutek" pir 1 oconcr - each ___way as requ:i.red__at- 2nd - floor between .I:ines ATacLDrii1'ro - 217 V f lui fiWw f i PJrff rP r7ttY11 t -=- ____ - ft 7_07 iLiNUe 1-Ti rsame as prev-L'o.us rTU or____ -1 TT T (OT'H ./ Testing Engineers—San Diego 3467 Kurtz Street P.O. Box 80985 San Diego CA 92138 (619),225-9641, 2948 Industry St Unit B Oceanside CA 92054 (619) 758-3730 Viti jj rfii71fl ó f and welding b' cefTiNed operato. ing A W 7OT J RTdi jTe z tt 3' 6G t t -e .Ensp.ec t çj ed weLd AL in pr -r e'.; ogrs of s h r ea clips and beau st:L+ feners per 3 rrrB .1 npPLt(J ASPI A32.,X h qh trPnq th bo IL Lfl(J inc luci LflCJ bolt holes and laying sun ac es I n 3rd floor friiinc; in progr c'ss b tween Lin, A nd D frau', I to f 1 dI )lTfl 1J Odiñ1I 2 r375 Bi1Tl f?k O HR 3TS1< I II C IAS N I qyallfiec - -=-=-'a opera -t ors ws cie I or i intc r nai disc Ontliiu Lt1c.> ()ui1na1 on irr-an?i TI I1J ?TVt t t aceu. ,ee('s. E XdM med cii trasonicall y (5p ttc hd Icu us) 'EI OR N(cME A SF RT11 TR TS icl D1 RR '1 I 1 INCI 11 *4 .9 Jfi1 Testing Engineers—San Diego '. IWl 3467 Kurtz St., P.O. Box 80985, San Diego, CA 92138 (619) 225-9641 J 2948 Industry Street, Suite B, Oceanside, CA 92054 (619) 758-3730 LABORATORY NO. NONDESTRUCTIVE TEST REPORT DATE/2 FILE: 30 75 * TYPE OF TESTING: 6117'e 4 son,)/, JOB: G A ,4 Aq -i /'AQs zzz S FABRICATOR OR ERECTOR: Co,jTAc , STe LQAIW// C oyJci CONTRACTOR: ADDRESS: . SHOP ______ FIELD ______ Page L4 of MATERIAL: /" / METHOD: Cc,,TAc 7- INSTRUMENT: co,..i,c J')1I' . TRANSDUCERS: Z. INSPECTION STANDARD: /'s CALIBRATION: C ,'/c ' * RATE OF INSPECTION: /7 SHEAR WAVE-ANGLE: -70 0 DESCRIPTION OF TESTING/ITEM(S) - * DATE HOURS TECHNICIAN cI 6 * * 7 '7 , , ,- tic Id o s $ 7/ 7 Co o C . PART NO. LOCATION - NO. / TYPE WELDS TESTED ,.. ACC. REJ. - REMARKS 77 /5 - 131 ( - -t:-- /313 -- /:. 1 Cs- /'. 17, 37 51" - * 0 REJECTION RATE * : •0 RETESTS OF REPAIRED WELDS ______________________ HOURS REPORTED TO - *8j Graham International -' -. Testing Engineers—San Diego Hope Consulting Group Atkinson, Johnson & Spurner Reviewed by Lusardi Construction-Company City Of Carlsbad Bldg Insp. Dept - S. William JfDeBe(R.C.E. #34545 . U j, Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225.9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 Testing Engineers—San Diego Aff 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 JOB NO: 3075 CITY OF CAR.LSBAD BLDG INSP DEP DISTRIBUTED TO: JOB MANE: C=PAL O=iAIR~P60P I 1200 ELM AVENUE GRAHAM INTERNATIONAL JOB ADORE 2 D CAR LS BAD C A 920 08- 00 HOPE 000NSULTINC GROUP S - CARLSBAD, CA 0 0 0 ATKINSON, JOHNSON & SPURRIER, 0 LUSARDI CONSTRUCTION COMPANY CITY OF CARLSBAD BLDG INS? DEP ENCINEER: 0 Wi11ia, J. DeBerry; R,CE.t34545 / T.HChapnan, R.C.E. 0 TESTING ENGINEERS-SAN DIEGO REPORT NO: 13996 DATE: 12/27/84 - 0 50 00 0 0 STRUCT STEEL. SHOP INSPECTION REPORT - 0 0 t Contractors Steel 0 0 000 i 2/1 0 4 0 0 0 - Visual :inspec:: on was performed of joint preiarat:Loñ - and welding by certified opera fors u:ihg AWS - electrodes E/024 E7018 0 0 We:LdersOard c:er tific:ate number: Richard B( ......>34 0 434•54 Mal K Dickey 4092, Roger Mart inez 4I2989, Pht Chau *0790 spec:ted- welding on beams A 9'~'1-114 B8 RB8 and a full penetration o splic:6 to make up beam E:6, This splice wa approved by the 00 000 structural engineer Ed Johnson from Hope Consulting Group • -. The 0 U 0 < plice was welded and then back gouged with air, carbon arc • This W i lt c r equ ir o s u ] tr on L( t .Lnq in th Pi rid Thc work was _ J) Ecarried out wi-th good procedure on.1 and c :-orms AWS Dl. 1 .... 83. - 5> 0 0 0 — < Comp leted :i.tems were Marked ith our TE symbol ca H ' 0O.1/l17c4 0 - Viui inspection was i:)erfc)rmed of joint pr'ep naratio 0 s 00 sand we:tciinçj by certified operators usin WE)' 0 0 - ? E701(3. 0 00 0 0000 0 00 0000 00 CcrtiP:Led 0 welc)crs 0 same as previoLn - ii iy epc,rted -- 0 00 .Lnspec:teci we.i.dincj of beam connec:tjon plates and stiffener's for 0 00 beams RA7 °B7°RC8 and onnect ion p1 C[ RC8 Cood wök p'oc:cdure and conform°s AWS D1.183. 0 00 0 0 iterns were marked with our m: Mbo:u: 10 0\0 0000 .12/.12/84o_ 5 - 0 - - 00 00 0. 7J0 0 000 0000 0 005 - V i'°il tper t i on Wd per formud of joint pcpar t LOn h5y certified:) operators using AWSC 000000 00 - - :I:(ctr0thS E7024, E70:18, 0 • -- 00 00 0 - 0000 0 0 - - r Ii I'i ci wc'Jdcrs same as pr e i 0u>ly rer. Uispe::ted welding of beam c:onnec:tiOi p:i ate s n stiffeners for beams WBB, --- A9 ) 0 A?, RA7 and th°e stud c?ldinJ - On chanhels A1-11- - - AMl6°AW16 The stud 0 tests ah°d we:i.dinq ac±arr:Led out :[th qo ()c:i p ocecft, dnd con I orm 5AW D1 1 83 1 - -o 0 5 0000 00 =oS - 0Vl Oil waerformeci of j0int Ireparati°ä°i° -- °n °d °we:[c:I:ing by certifid 0 O):erat ors using AWS 0 -- ei.ectro:Ics E::70r-'7 ? °E7024. - _00 ------------------------------------05 00 -- 000 O - 00 Wciërsand5 certif:ic::ate numbeE Fr'd Mthieii*84-547Roçjer 00 __ 00000000 5oo=0o Martinez *2989, 00 - O0 °0500 50000 0 5 -- - II '3T1NL ENi, I NEI i'3ON DIE G0 *j Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 IEtecl wecli.ng of ba : onn•zc: tion p1. ales nd s....i.ffnrs für b9) DIS; RBY, CIS, TI:is works rr:d 0ut w:ith qoo:f - rroeiran Conforms -it DI 1-8 LOMp ieted I teM 1. were marked w Ih olur TI syMbol - 12/14/84 - - U:lsual :Lnspect :Lh was perforMed of joint preparat:ion -. and e3.ding by certa f p iec:I oera t or usi ng AWS - e.Lectrodes E7 O'S -3. Lr .L Fied we1.(Icrs 'rie PJ CV 10 (J1'1 rpor tC(i Inpecthdweldincj on beaMs B9, AB . Carried Thu with good pr ocedur and Lonh or AW3 DI 1-03 - EMIT) *. INsPE:CToR's NAME I / 10-14/04 -1525 St'phn I ibb y TT SKll: ,, RT HRS TISI(. (Ti HRS T ASX:ll:, 300 40 0 Visual i pect ion was perforrned of joint preparat:ion - and weidng b :e' ifi:ed oc:'rators incjWS CI(( trod E /018 k E7(i'3-3 We .iders ai-d certific:ate nuMber: ThoMas Baker 115482; k-red Mth:[eh *SD84-3725, In;ptd w l.d:ig of ea m , connect ion p:lates, st:i.('Onrs for A7, A3 Hi 5. Carried out ith good work proc1ureThnd C: onfors - AWS D11---S3 - - - - Visual Iipet ion was I:erfor.'Med of jotnt i:repart:ion and weiclinçj hy certified operators üiIIJ AWS eiectrodcs E:7oieiE7os-3, - Crtifi.eci we1der same as pr e vious:Lreported :I:hpecd:cdmq Of bàic)ni:tiñ pitës fhIC9, iotIY tud wrldi ncj on hnt p I tc APIb A16, Al 16BA16;x'r16 work and the stud welding tests were carr ied out w:Lth good - procedure and c fots AWS Di . 1-83 -- - V:i.ia inspec on was per-Formed of JO :Ln r' t peparat:LOn r t :per-Formed - nd 1.d:inhy ceti1:i.d operat or s ü;:Lcj AWS - electrodes E:7o 18, E70S-3. - -- - - 1ds sate as préviosly - - - --------------.I:ispected -[1in9 o I:eaM clec -ti o 11 j:1ate fcr b e a m si GII1, EfO 7id Good w or I dure ñd c6nfo'tt)16A,D1 f-8 - - - - - - Vi -Ulirc?pection was jierforred of Jo:nt pre3aratiiñ - ñCF I.dihg bier ifieci op ra t or uiinc:j AWS - - - - - - iffe E71)18 E70SL3 - - -- - Ce r' t i i e-- -(-:1 d e s 5 fl welr áMC as iousIr?jortd, - -------------------------------- - - - -- - TESTING -I ENG:I:NEERS-SAN -EGO a f Testing Engineers—San Diego 0 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 Irp:ted we:lciii-icj of beam connection plates for beans RE1O ) C10 - and chanhel RAI9 , DI 9. This Work was carr :Ledout with good pr, acedur and conforMs AWS :oi .1-83 1he war IC inspected coMpiles with the approved plans Completed Led 'items were marked Wi -th our 1E symbol=,- 1) E.MP* , INSPECTOR'S NAME - - 12/1720/814 125 Glephen Bibby - - , 'RT H R S TASK:I ....,Oi HRS TA8K41, .. DT i-IRS 3020 32 0 ULTRASONIC SHOP INSPECTION REPORT S at Con tr ::tors Steel - -- 12/10/34 - - - - Arrivec:l at shop to per—Form tilir,asonlC:-testinq . Cont'ac:to dc4:ided - - weicIient would- not be rea-dy for t:i rl 9t :is day . The cquirc ci test ing shall be ma de at jabtte DATES...,,. EP:ii: . . INSPECTOR' S NAME 12/10/84 3500 Lewis E Goetz - - TASK*. ., . RTl-STASi<*.,,,, OT HRS TASK #..,. DT 11R 4120 2.0 - --------S - -=-- - -5---- .- -- - --------------. - - ------------------------- TIE—'STING ENGINEERS- -SAN DIEGO 3 5555555555555555555555555 FORM 16 .JP I Ji/ Testing Engineers—San Diego 1W I 3467 Kurtz St., P.O. Box 80985, San Diego, CA 92138 (619) 225-9641 J 2948 Industry Street, Suite B, Oceanside, CA 92054 (619) 758-3730 FILE No. 307 SUMMARY OF COMPRESSION TEST RESULTS PAGE One SPECIFIED (WI JOB: Graham III MATERIAL: 2X2X2 cube 28-DAY STR.: __________PSI ADDREii2141 omirport Rd 7 PROPORTIONS/MIXNO.: Masterfiow #713 Carlsbad, CA . TYPE: CEMENT:_________________ SPEC. SLUMP: IN. YEAR: 1984 ADMIXTURE: AGG. SIZE: IN. STORED & CURED. NOT TESTED . ULTIMATE COMPRESSIVE STRENGTH. PSI -. DATE OTHER LAB. NO. I DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED r._R4 MO. DA . . IN. I I I AGE 14639 11/30 jBase Plate at Column "D11-2 6120 1 8690 160-day ]*Disc. I 1/11/85 14640 14641 -F EC 1V I E D JAN .O1935 Cli Y OF )ARU BAD Buildini Departn ent WJD:ia cc: (1) Graham International , Inc. (1) Hope Consulting Group (1) Atkinson, Johnson &.Spurrier (1) Lusardi Construction Co. ,.• f T, TESTING ENGINEERS. SAN DIEGO REVIEWED BY William J/eBer)TR.C.E. #34545 ,f Testing Engineers—San Diego V *11 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 JOB NO:( SS:-2141 75; CITY OF CARLSBAD BLDG INSP DEP DISTRIBUTED TO: NAME - J8 GRAHAM INTL OFC FAC UI 1200 ELM AVENUE - GRAHAM INTERNATIONAL JOBADDR PALOMAR AIRPORT RD CARLSBAD CA 92008 HOPE CONSULTING GROUP ARLSBAD, CA S A1KINSON, JOHNSON & SPLJRRIER, LUSARDICOTCTION COMPANY' ENCINEER: William J, DeBerry, R.C.E. *34545/ T.H.ChapMan, R.C.E. TESTING ENGINEERS-SAN DIEGO REPORT NO: . 14191 DATE: 01/24/85 - ULTRASONIC INSPECTION REPORT 1114/05 Ultras&hic examl&arlon o-(' Material5 by ASNT qualified operators was Made for internal discontinuities (1aiinàt ion checking) as shown on a t tached sheets Ulasonic examination by ASNT qualified operators was made or full and/or partial penetration welds as shown on - a tac héd s.eet Examined ultrasonically see attached sheet DATES. .. ., EMP*. • INSPECTOR'S NAME: 1/14/85 8500 Ken L. Varela - L < - TASK-. . * T HRS TASK*, .. . . 01 HRS TASK*,,... DT HRS n.41?0 4.0 co CONCRETE INSPECTION REPORT Permit #84--234 Do- iØLJ 1/16/85 'S - 5 n747~specteci the plac:ing of concrete at the 3rd floor slab with 300O PSI 1:i.htwiht concrete,—, - C) AprOxtatly 17 0 Cubic yards of Mix No LT 3000 pIaed - Thr test specimens macic coplies with the alodplans. DATEY... 'EMP%, . INSPECTOR'S NA1E 1/16/85 8000 Ron J. Stock - - --T-ASK V - R HRS TASI(P 01 HWS TAK -ll DT HRS 32 3() 0.0 BATCH PLANT SECTION REPORT W = - Modified Method S S H 1/16/85 - Batch plant inspectio n a n i 'w- -as furshed per our modified method frqüaiiyand quntty conirolof struturl concrele rhe tura isrfaLe dry weights have been adjusted tcicomppn'5atP -- -- for 1hf'eé moistur e present in the aggr egater - I Ispect iows performed at the Escondido Ready Mix, Econdido - - - -plan-t. n p1 an t. - - - 40 C ubic dsfM:i No. LT 3000 inspetd. - -S TESTING ENGiNEERS-SAN D:lEco I Awl Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit 8, Oôeanside, CA 92054 (619) 758-3730 Testing Engineers—San Diego 3467 Kurtz St., P.O. Box 80985, San Diego, CA 92138 (619) 225-9641 2948 Industry Street, Suite B, Oceanside, CA 92054 (619) 758-3730 LABORATORY NO. NONDESTRUCTIVE TEST REPORT DATE FILE: 3' 7 JOB: G,e,qA 1q, - ADDRESS. // TYPE OF TESTING:-- FABRICATOR OR ERECTOR: ~1?e CONTRACTOR: L SHOP FIELD X Page / of ____ MATERIAL: . METHOD: TRANSDUCERS:SO),C i128~. CALIBRATION: -5 C SHEAR WAVE-ANGLE: 70 0 INSTRUMENT: S-'j,c /2.1,E _L INSPECTION STANDARD: ,/'9cIJc L/, / RATE OF INSPECTION: /2c) / DESCRIPTION OF TESTING/ITEM(S) Thswiic i's pe (oiicd 7 DATE HOURS TECHNICIAN 5 S 0 F C 0 /Q j /0 PART NO. / LOCATION NO. / TYPE WELDS TESTED _ACC. REJ. REMARKS Coj*m /r) 2. 0 REJECTION RATE Q RETESTS OF REPAIRED WELDS'______________________ HOURS rJ Testing Engineers—San Diego 3467 Kurtz St., P.O. Box 80985, San Diego, CA 92138 (619) 225-9641 2948 Industry Street, Suite B, Oceanside, CA 92054 (619) 758-3730 LABORATORY NO. NONDESTRUCTIVE TEST REPORT DATE/- 141- FILE: o 73 JOB: G''v 'AA' _Ljj/"<. ADDRESS: /4'/ Z22 A-/ TYPE OF TESTING:-- FABRICATOR OR ERECTOR: COr..JT/(4Cf0, 5) CONTRACTOR: SHOP _____ FIELD _____ Page ____ of MATERIAL: METHOD: _(ri 77 _____________________ TRANSDUCERS: C . 2S CALIBRATION: /5C SHEAR WAVE-ANGLE: - INSTRUMENT: rjj/C ,27k _L INSPECTION STANDARD: .4(L)c £/, / RATE OF INSPECTION: "00 % DESCRIPTION OF TESTING/ITEM(S) i p i f'i 01c1 0 A-' CO /Q ii ) DATE HOURS TECHNICIAN PART NO. / LOCATION NO. / TYPE WELDS TESTED ACC. - REJ. REMARKS /31 1 /d/ REJECTION RATE _ RETESTS OF REPAIRED WELDS ______________________ HOURS REPORTED TO: cc: Graham International 1-Tope Consulting Group Atkinson, Johnson & Spurner Lusardi Construction Company City of Carlsbad Bldg Insp Dep Testing Engineers—San Diego Reviewed by ff Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 JOB NO: 3075 CITY OF CARLSBAD BLDI; INSP DIED" DISTRIBUTED TO: JOB N41 GRAHAM INTLOFC FAC III 1 2 0 0 ELM AVENUE GRAHAM INTERNATIONAL JOB ADDRESS 2141 PALOMAR AIRPORT CARL.SDAD CA?E( El V E5 E CONSULTING GROUP ,:~CARLSBAD, CA IKINSON, JOHNSON & SP(JRRIER, 1 11984 IUSARDI5 CONSTRUCTION COMPANY DEC CITY OF CAR1SBAD BLOC INSP DEP ENGINEER: i4ifliai 3, DeBerry, R.C.E. *34545 / T,H.ChapMan, R.C.E.CI1.Y OF CARLSBAb TING ENGINEERS-SAN DIEGO REPORT NO: 13890 Building Department DATE: 11/30/84 S CONCRETE INSI:)ECT ION REPORT MASONRY INSE:CTIoN REPORT - Feiit :0:a4.-.234 . I1/29/84' 'I nspecte(:I reinPorceMen t fbr p:I.iceMnt and q raie oP stc€?i. at •-- al].s & piers 6 -L -the enti'añ::e to the I:u1:Ld it) g on the hor -th and south sides, - DATES.,.., EMP:A:, INSPECTOR'S NAME 11/29/84 8000 Ron I Stock - TASK1.,... R1 s-iRS TASK:II:,,.,. OT I-HS TASK: D1 I-IRS - 3 0 4-10 11 /30/84 - Ins:)ected the M:Lxircj o'+' grout and the placeMent o+ same under coluMn base plates -a -t B-i C --i, D--2, D--3 and per cleta:ii IT/S-4 )e- Pore pl(:eMel - t it was deterMined -that columns had beii pluMbed - cnchoi' hol -ts tight arid area under I:)asc? pites c:1ean . - Product used was Master BuilcIers Master'floi 713. M:ix:ing wa s per speclf:Lcat ions on bag; I:)lac::Mert was continuous without - :i.nteruption. A w ire aq:i.-tator was fashiond and pul:lecl bact( and f o rth under base plate -to assure consolidation and Pull rout1n. - - - Thrc2x2x?uhw're The work iñspeccI complies w1ththe a pp r, ovedp]ns. TDATr [MPH 1Nc3PECrOR3 NAME 11/30i84 - 3875 Johfi E IIanse:L -- - TASK* . . . ; RT I-IRS TASK:II . . . ; . O HRS TASK:11 . . DT HRS - 3230 2.0 - S -- - .- BATCI-I PLANT INSPECtION REPORT S Modified Me o thd - - - Latch plant - ii-spe:: tion was furnished perour Moci:Lf:i.e(:I ethod for - S -- - control of sfruct ural concrete.The = TtUit1 ifae drt ihthae b&5 Adjusted coMpensà -tePor lIfe I r cP Mo -Litu c pr ent in the iJgrcqa1e- Ispé:i was IDerforMed at th E dido$ mat; vi:-ta j:I.i -t-.. - 11I28.5 Cubic 'arc:Is of Mix No. 7 inspected, DA-rES:, :. :. EMP*. INSPECTOR 'S NAME - - - ----------------- lt/l4784 8700 -- Kenneth R 4:illis -- - -- - - ------------------------------------------ .0T:( ENC:LNEER3-SAN DIEGO -F - - - —San Diego // Testing Engineers 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 WI Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 JOB NO: 3075 CITY OF CARLSBAD BLDG INSt DE-A-) DISTRIBUTED TO: AC III 1200 ELM AVENL.JE GRAHAM INTERNATIONAL JOB ADORES POR CAR1..6BAD CA 92008 HOPE CONSULTING GROUP JOB NA:= CARLSBAD, 6STVINSON, JOHNSON & SPURRIER, ARD1 CONSTRUCTION COMPANY - CITY OF RLSBA BLOC INSP DEP ENGINEER: -William J. DéBerry, R.CE. *34545 / T.H.Chapan, R.C.E.DEC 111984 TESTING ENGINEERS-SAN DIEGO REPORT NO: 13906 CITY OF CARLS AD DATE: 11/30/84 - STRUCT a-t Con -tractor ST A.- t 11114/54 - Vi i t) alLñspec -t ion was per'forMed of j :int prparat:Lon and I.dir by c::crt:i.fa(?d operat ors us:Lng AWS 1 c tr odc" I R 109- [RiOT-? w:1ciers and cer t i f J. ca f& nuMt:)er 'R—ix—hard Bratz. J:745 Rodr:Lquez :II134.-54f3, :E1pe6td LdiI -j of beam connection ]a -tes bas :La tes, plates, and channl supports for co:I.unns A-2, C......1, RA-1 Th:Ls - - work was carr :i.ed out with good procedure and I confor ; - AWS DI t--03 - Côipieted ite were Marked with our, TI symbol , I1/15/84 Visual :inspec:ton was perfor ci of joint i:)reparatioIi - and welding by cer -t :Lf':Led operat ors us:in AW6 c:L.tr odet ER'7OS--3 - - Welders and c:er tif:Lc::ate number; R :icharcVBratz 02345, - - - Inspted 'weld:incj of beam C: onnect :1. on i:)lILes , base plats, I:ase arid I:)eaM c:oiiec:t:i.on gusset plates,- chnnel stir.)por -ts, doii:ler p:La -t-es for c olumn A3 flood wor k pro dui e C oni or> AWD1 I 13 -- - - 11YI6/84 Vi.ual inspe(: t:i on was perforMed of j :i.nt t:'eparat:ion and we:rcl:i.ncjmy c:ert:i.-Pi-?d i:erators us:i.n g AWS c troCi E,0S- FR/OT-/ - - -- - - id ' -tif:[c:t uMir - R :i.chardBraz 42345 Fr:iMth:1sei of beaM connection p:Lates, ba;e p:Lates, base and - - -- beaM connection gusset plates , channel supports do ubi er 1.a -te1c - -. for COlUMn A3. - This work was carriecl outwith good Diure and COIforMSAWS DI.F-C33, - - - - - INSPEcroR'S NAME Sehen Bibby - ------ --------- - tASK4I •..RT FIRSTASKiI: .. (1t I-IRS T ASK4I:'T DT HRS ! 3O20 24.0 - -- II/2O784 rfoMe:[of jôint prepraf:ioñ - I we:I.dinçjby cer'ti.fiedoi:erátors usingAWS - - - - irSTING ENG FNEF R3-SAN DTI (O r Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 r electrodes I::./Ul•/ CertiP:Leci c:i arie as pre 11 v:iously reported :trea - wdin of c oiuMn B2 h:i B3 añ:F inspedti coMpleted w'1.cis on bè'dM, (')CG Al 22 per dc' t i L on bhop d w LIq the work i.nsp ec t ed c: 0M 1. ies with th p P r e ovd 1:0. an s -a _r), ci t1iUniFori Build:i.ng Code, 11/21/84 V:isui iii pec:t :i.on was per-rorMedi of jIit r tion e].ding by certified p'at rs us:i.ng AWS I t'd" ElI) I 7 & E/0', 3 C.rtifiéi:Lwe l cer s same s prev iously r?iiotcd. I ispc d we I dinq of Z oi UMfl EQ and LC3 ~0 Cer s h op drawing, The work :Lnspectecl ip:L:Les with the appovedp ins and - - the Un:LforM Builditg Code, - - DATES, ,... EMFi:i INSPECTOR'S NAME - 1 1i2021YE34 82t50 "S David SuydaM - TASK* . RT I-IRS •rAsK II ,..., OT 'FIRS TASK:II: 3 323 - 10 3231 2.0 - - - - - Vi.'0d1 inpec t on ws or ror'id o -F Jo in ( P' oparati on ----------------------iñd ':I.dincj by cért:i.+'ied operators using - -- electrodes I::. R' E'702 OT 4; E7-7 . - - Withs and cert:ificte nuMber: Richard 34 Mark key :iIO2 Roger Mr-in H.. u)(209 Phàt Chu ii0790 :()39j Inspec: T d weid].nq of beam c: ohnectiôn 5 a f & sL1fbrs +baM> - - El 1 , REt! and channer RM13 . Inpcted ldinqoP thub:I.e , base pl a tes, qusset plates ) beaM connec::tion plates, stiffener i:I.ates (hani-1 uipport5 C M for o Fun I; B2, B3 CÔ1d O WrkDroCedUre c onfor ms - Cilétd were Marked i41.trh OTEriIThI, Yi:I fEO:rUn i3 T 1ibir6iy Eóc"iplet. T - - -. V:Lsual inspection was per+'orMec:I of joint I:)rel:)aratlon and welding by certified operators using AWS - - - e lec -t E(7(s-•3 E7024 1 E70r-7, - -- w Li:'is saMe as previously, reported ''' :ic tc5:IdThq of - beaM c onnecton p :Laes fÔ - I)eciM XC ' Ai we ci in-g-- ofdo ublsr p ii tc be_jj_lW (ec , gUct [at iielatè ;beá : onnec: ffoip La tancichanne:1 uppor -sf:)T'(::C)] uMflS B3, E12 RB2 '1h :i wor I ri.ed (joo(i p('ô"(edur' and conl or r', AWC3 Dl I 03 - - Completed i -tems were mar ced with our II. syMbol, 'xczp jo r co]sm r,B,II-l2, not y't complete - =-- -------- ------------------------- - TEST i.N1 E.N(:,INEI::.RS L's AN DIl:i,(.) 2 ff Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 ID 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 Vsual inspe(:: t :i.on Was performed 0-I jo :Lnt preparat :Lon and eld:[nq by certif:ied operators u:inç AWS iec:tr odes ER?U-••3, E7024, E70T--7, Certif:Led wlders same as prev:ous:Ly repor--t- e-d. Irpec:ted we ding of b ea m c:onne:ti oñ plN n chinëIs Pil9 ftL9 1*.rl4 , A14 and the we:1di rig on coluMns B2, RB2 )3, RB3 , Thc. 'Work was c.airwd out WI Ih go ('-)-d p( ocedui e and cohIorMc ñW5 DL 1-3 CoMpleted :i -tec's were Marked w:ith oJr TE sMbl xcept for c:o1uMn - B2,RE2;B3, RB5 not CoMplete. V/297O4 ViL;i :injI:t:itnwas -p er- orMed of àrid We-:Ld1hg Iy c:e" tif:i.?ci a atcrs U3:i.hg A - el( ici Ei'70S-3, E'7024, i:70T--7Y Cer ti 1 (-'d woldr s ,aM( at pr vi o us.. y r epbr ( cI Inspec::tcdwc:I.dinq àf ...jff p ) C Qjfl t ion cUps for -- Al2) RC1 ; Also th welci:inqof 1oUI:].er i:.Late as:' p].atc:'s , - q; iié[ t(-.--?s , s-I: :i.fnr laes ba -c -b channel f co . uMns B2, RB2 RB3. Go odpr, ocedur conforMs AL4S D .1183 CoM]èted :LteM; were mar k ed w:Nh our TE syMhôl éxcépt fo o :1uMns n o t Co iI 1- e tz..cI - - -- - '11/30784 - - V[;iiäi :insjec:t :1 on was perf61-' Med of j o irt ' fr tiin - - :iiij ii y r-t :i.fied rat ors us:1i'g AWS - eL'trod"I R7OS [/024 ) IVOT? - WLIi Pic:à nuMber Fred Math:isen 4F84-547, JiMes - - I oclrie z 48454R :Lc:h/.ird Brat I :fl:34 qu . :lI:84.-54'., Mark D:ftkey 092 c5é" 11art :ifféz II2989;-ph 't- ChaT, 0790& :I0891. .1 flspeCt(d weld b Am c o nnt :1 IM haMs RCT2 ? C13 C12, G'1'3. Als p e: o i.nsectcl we lcl in- co :L ti min's - - RB TI,Ts work was carr:iêd ô; i.fhq o d Tiric:écl u' nd E OF) rôwMAws1)-1 C -r I<:I ic óu A3 RB3I RD2 ilcIi.ric5 not y ãp1ctted7 - - - EMP:II:, wsPEcToR 's Stphén BiIb Vi - -- - - 1T 1lRS TS1< , ., OTHRS TASK*. - 1T/2i784 - VTival :inpéc(fTh s p oi'ecrof j i:1ht 1eiiarifiTh -- U [AWS - ers sa me -el report -- c`f nrd w Ldihj o- v n:t(.t (1dS ri fo :i:i pnI:ti LdThi - - - - --................EsTrNc:r EN(:INEERsscN-D:I:Ec-cr - 3 Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 II 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 columns and I<US , Also completed welds on column k. - 1heióRk :Lnspe(:: tdc op 1. :i.e with the ai ovd p :Lan nd the Un:lforM Buid:ingCod. 11/27/84 Ui. :i.nsect ion was jDerforecF of jo:Lnt pr'eparatc)n and w(lcIin(J by ci tili (d operrt or us nj AWE.> .1ectrodcs E7OS-3 ? E7OT7. - - - -- Cert:ifi-t welders ate as previou sly r'j:oF t ecL 31. I I llspeLt id welding of I ui. J. pcne L r -i t .L On ncI r I l-1e id Wcc, On C C) UMITh B3 Also c:oMpleted w].ds cii b4aM c5; D5 44E4, A6 anti The wori< inspe mplies with the approved plans and the Un :i.f Bui.Ld ing Code. V:iUai :[necLi. on was performed of jo:in 1 ejiara t 10 11 a d W(-lCI I rig I) y reT ( LI J CCI Op(1 cit (i U- I _6 cJ AW - e:ictr'eti E70S-3, E7OT-7 Ce r - . r cd we.,der sat as prev ious y rip or 1 :l:ieted wc:idicç of fuLL - pehetratiân we- ids and f:[Ut we:cd on 1h work t nspc I dd c: OM I p wi th I h a- [,)-I:) v-id p I n n cI The Un:LfO MBu:i.idInq Code. - - V:iLTal inspect :i. on wi p er fOrMed of' jo :ii'tt réparat:L 6h we lding - by ifiéd opev,atov-s u:ic AWS e:I.ectrodes EYOS-3 E7OT--7 Cetifi:I w7icl 6 a s - I:reviosi.y f iorted . ofPUli nefatit,ñ aTcrfil I ]TdiThi2 c::oMp]• et ed we.1.ds A2YC12 A13 ñd -= ------- ---. -----=-- -----= ---- -. - 1[nEfèd Oij :iTet wi h the approved plans T )e U ni f orm :iJf:[Cdè Visua inspec :1. on wa s perforMed of jo int preparation - -- - -. ----d Lii by c:rt :i.f:ied oper,alor,s using AWD lLriic, E1O, & E 7 - CeiFic:I welders àre as :)rev IOu sly rO't ed. - ------------- inspected wlcIIñañi : oMiietd e ?r n doft 2 coluMr ----. ------ - -- - the work T ted aI:Li ------- - ---- -- - ______ or, ________________ -- ------------------------------------------------------------------._--- -- ------------ ---- - pii -1 ----------------------------- - II w el Ci LflCJ Liy rcr t fic'd opc'rát 0rs using c1Ttr ödcI 70S E?OT7 - -- Cerfifiéd We ' c(.,..,!r,s siame aiii py,eviously -- -- - - j/ Testing Engineers—San Diego jID 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 W 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 Testing Engineers—San Dieg Z n F 3467 Kurtz Street, P.O. Box 30985, San ciego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 JOB- NO: 3075 - CITY OF CARLSBAD BL .DC INSP DEEP'- DISTRIBUTED-TO: JOBNAME: INTL 1200 ELM AvE:NuE GRAHAM'INTERNATIONAL JOB ADDRES 2141PALONAR AIRPORRD CARLSBAD, CA 92008 - 1OPE CONSULTING GROUP -- CARLSBAD3 CA 1XINSON, JOHNSON & SPURRIER, - - LUSARDI CONSTRUCTION CONPANY - - - CITY OFCARLSBADBLDC INSPDEP ENGINEER Uiiliai, J DeBérry, R CE t34545 , T H Chapman, R.C.E. TESTING ENGINEERS-SAN DIEGO REPORT NO: 13847 DATE: 11/28/84 - CONCRETE INSPEcT:l:(IN REPOlT - Prrn:it :ll:34.-)34 11114/84 T ri speTd reiifiTerent fö lacpr'ient and grdT of' t(-P1 n LFi nq Of c i' 1 e1b on cu dd bo I. W& I in2 I hrouqh 3 ind - - through D ? between :Lines 4 hrough 5 and thrcuç D. - - 0-j.pr0x1M1e13 O0 U Culi rd of Mix No 7 pIéJ Three test specien s m ade The wokiñspected bi:].ies wft h the ippr oued pilarls . NOTE: Sc::ificat:[óii required wdre Mesh -to be sC on concrete spacer S The contrctor used two men with hooks t- puL1 wire eh in place whi Ic pldcncJ concrete. DATES, . . . EMP* . . INSPECTOR'S NAME 1 i714/84 81)00 R on JStock -- - PT HRS_7AS1<t...., OT HRS TASKII7T. . tTI--IRS 320 4•() Inspected reinfóEéiéh • for placement and drade àfsteei ind p:Ucing - of Coète at s1h Un grad line J o 2f'oM A ióD and line_3to 4 IroAo Dprhe t 3-2 - 1037(FCbi ardo M i x N 71aced Three tests peciens Made. - oplTsith the apFöetl Tfhi. !l6/)4T2O ?cTTIiyit 11111 \t' PT HRSFASK4 .....OT HRS TASKI:. . ir HRS m L)3230 r$1_- -=--=-- - .-- .' -- ---S -. CD> • ITLH PLANr INbPECT1ON RLiURT - -- Modified Mthocl - - - iIi Jprr Mocf1+]él te thódT qa1:[tyThñdiTantify c:ontroi Pvtruct uri[öncretTThe lave leñ djustEd- á M i-t 1i e -ee m ois"t ure p'(ontIniIajyrey1e at Iii 5l.- Vi óf'MixNo, Y inspected. TEsTINcENcINEEpssN:Eco '1 - - aI Testing Engineers—San Diego , 3467 Kurtz Street, P.O.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 1O1 1_ 6 B NO: - 3075 C IrY OF CAR LSBP BLDG IN6P DEP DISTRIBUTED TO: JOB NAME: INTL OEC - 1200. ELM AVENUE GRAHAM INTERNATIONAL JOB ADORES 2141 PALOMAR AIRPORT D ILSE1AD,. CA 92008 HOPE CONSULTING GROUP cARLSBAD, CA ATKINSON JOHNSON & S PURR IER, LUSARDI -CONSTRUCT ION COMPANY CITY OF CARLSBAD BLDG INSP DEP ENGINEER: -William 3. DeBerry, R,C,E. *34545 / T.H.ChapHan, R.C.E. TESTING NINEERS-SAN DIEGO REPORT NO 1634 CONCRETE COMPRESSION TEST DATE 11/30/84 CYL. AN, WI ACER STRENGTH PSI DATE OF MIX DESIGN SLUMP MADE TIME IN TIME OF CYL THIS TEOP LOAD PLANT DIAtI NMBR PCF JEST JESL..DESIGN POUR DESIGNATION INCH BY MIXER DAY SET/MARK NMBR CODE INCH. 3000 11/084 8 3.5 3875 01:45 3/0O O 1 30 6 13136 - 7 * 2670 LOCATION IN STRUCTURE: RAMP-PLANTER FOOTING LINE 3 SOUTH SIDE 13137 28 - 3,820_____ - COMPLIANCE: 28 DAY TEST COMPLIES WITH SPECIFICATIONS. - - J3138 60 0 - =----- -=--------- ------- ,.--=- -- -=-- =-=EC -00 ______ - - . ------- -,.------- ---- =-_ - _-_-= -- - PAGE NO: 2 Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 II 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 2.0 JOB,- NO.:—, 3075 - C]:TY 01:7 .CARLSBAI) BLDG INSP D IEP DISTRIBUTEDJO: - - JOB NAME:. GRAHAM INTL OFLFAC III -1200 ELM AVENUE: GRAHAM INTERNATIONAL J0BADDRESS: 2141PALOMAR AIRPORT RD 'P 3X CA 92008 HOPECONSULTING GROUP CARLSBAD,CA. - A1XINSON1 JOHNSON & SPURRIE LUSARDI CONSTRUCTION COMPANY CITYOFCLSBAD BLDG INS? DEP -ENGINEER: - WilliaM J.DeBerry, R,C.E. 134545 / T.H.ChapMan, R,C,E. TESTING ENGINEERS-SAN DIEGO • REPORT NO 1660 REPORT OF MASONRY MORTAR COMPRESSION TESTS DATE:-11130/84 CYLNDR -AGEV TEST RESULT--DESIGN lix bIAM - - NUMBER TESTLOAD(LB) J,S.,I.P,S,I, DateHade TYP C/P 2000 10/24/8 S 3/0 3875 - - 12644 * 7 1520 480 LOCATION 1(1 STRUCTURE: BED JOINT EAST WALL ATJ5-5. 2645 26 2520. 800 COMPLIANCE: 28.DAY TEST FAILS TO COMPLY WITH SPECIFICATIONS, 2000 10/25/84 S 3/0 -38755 ----- 2910 930 LOCATION IN STRUCTURE: NORTH WALL ON LINE DELE+ 21-8. 12648 28. 5080 1620. COMPLIANCE; 28 DAYTESTSAILS TO COMPLY WITH SPECIFICATIONS. -. -- - - --- -- I; R:CE1VEDT I. - DEC 41984 - CITY OP cARLSBAD - - Building - IT PAGE Ti;2fTTJ jt Testing Engineers—San Diego /1/11)111 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 JOB NO 3075 -° - Li I Y (II CON I OD BI X)(3 1 NI:l I' DI P DISTRIBUTED TO JOB NAME: GRAHAM INTLOFCFACIII 120O ELM A VENUE - .6RHAM INTERNATIONAL J0B ADDRESS: 214LPALOPIAR AIRPORT RD £ARL.SBAD, CA 92(LQ8 --HOPE CONSULTING -GROUP. CARLAD, CA - jKINSON, JOHNSON & SPURRIR . . ° LUSARDI CONSTRUCTION COMPANY -• - CITY OF CARLSBAD BLDC INSP DEP ENGINEER: William J. DeBerry) R.C.E. $34545 LT.H.Chapian, R.C.E. TESTINC ENGINEERS-SNpIEGO REPORT NO 1650 REPORT ff, MASONRY GROUT COMPRESSION TESTS DATE:,11/30/84 SAMPLE AGE DIMENS HEIGHT AREA MAX LOAD TEST DESIGN MIX DESIGN NO I OR 110 THIS NUMBER TEST (IN) (INk S JN (LBS) PSI -. PSI DateMade PROPORTIONS— - SET/MARK MADE BY SLUMP 200010/26/8446 3/00 4000 0 J2768* 7 _2.,92x2,96.6,5,,,,,8,_64 25710 2980 LOCATION: MASONRY WALL LINE SA. 12769 28 2.92x2.98 6,6 8.7 37980 4370 COMPLIANCE: 28 DAY TEST COMPLIES WITH SPECIFICATIONS, 12770 6.02.92x2.986.6. 8.7 • - 0. - 0 - - E°CE1V;EJD:J •= Iii: ==CITYOF - BwId,ngDPartrneflt - T= AGoJI rJI Testing Engineers—San Diego o 3467 Kurtz St., P.O. Box 80985, San Diego, CA 92138 (619) 225-9641 2948 Industry Street, Suite B, Oceanside, CA 92054 (619) 758-3730 NUCLEAR DENSITY PROBE DEPTH 6" DAILY RESULTS - IN PLACE DENSITY TESTS DATE OF TEST 11/05/84 LOCATION FILE No. 3075 PROJECT Graham In 'l Office Facility III LAB. No. ______ SD84-3655 DATE OF REPORT 11/29/84 CONTRACTOR LusardiConstructionCompany TEST IN OPTIMUM IN PLACE MAX. DRY PERCENT PERCENT No. L 0 C A T I 0 N PLACE MOIST. DRY DENSITY REL. COMP. RELATIVE REMARKS MOIST. DENSITY . REQUIRED COMP. 1.105 Water Line Trench @ finished subgrade. 1 48' E, 6' S of SE corner of bldg. 15.6 12.5 110.7 113.0 95 98 COMPLIES 11/05 Water Line Trench @ finished subgrade. - 2 30' S, 9' W of SE corner of bldg. 15.2 12.5 110.6 113.0 95 98 COMPLIES .1/05 Water Line Trench @ finished subgrade. 31' S, 1' E of SW corner of bldg. 15.3 12.5 114.2 113.0 90 100 COMPLIES 11/05 lect. line trench 24' S, 1' E of SW [corner 4 of bldg. at finished subgrade. 15.8 12.5 112.2 113.0 90 99 COMPLIES 1/09 ISewer Line Trench Backfill. 35' E of E'- 5 - end of bldg. 18' N of SE corner of bid .16.2 13.0 103.3 112.5 90 . 92 COMPLIES (a finished subgrade. 1 1/09 jArea drain trench backfill 7' S of 5 off 6 I SE corner of bldg. 19' E of E side of 17.2 13.0 102.4 112.5 90 91 COMPLIES bldg. "@ finished subgrade. 11/09 E off 7 1E of side of bldg. 20' S of N'E corner bldg. 16.6 13.0 102.9 112.5 90 91 COMPLIES @ finished subgrade. THE ABOVE TEST RESULTS AND CALCULATIONS CONSTITUTE THE REPORTING OF FACTUAL DATA DERIVED FROM TESTS MADE BY TESTING ENGINEERS. SAN DIEGO, FOLLOWING A$TM STANDARDS OR SPECIFIED PROCEDURES. THESE RESULTS SHOULD NOT BE INTERPRETED AS 'ENGINEERING OPINION OR JOB CONTROL. cc: Graham International, Inc. (1) City of Carlsbad Bldg. Inspec. Dept. (1)TESTINGENGINEERS-SAN DIEGO Hope Consulting Group (1) REVIEWED BY Atkinson, Johnson & Spurner (1) Lusardi Construction Co. (1) WJD/lmr . William J. D(Berry, RC.E. #34545 Fag Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St.,-Unit B, Oceanside, CA 92054 (619) 758-3730 604 OBNO: 3075 CITY OF CARLSBAD BLDG INSP DEP DISTRIBUTED TO: JOB MANE: GRAHAM INTL OFC FAC III 1200 ELM AVENUE GRAHAM INTERNATIONAL OB.ADDRESS: 2141 PALOMAR AIRPORT.RD CARLSBAD CA 92000 - HOPE CONSULTING GROUP CARLSBAD, CA ANINSON, JOHNSON 6 SPURRIER, LUSARM CONSTRUCT ION COMPANY. CITY OF CARLSBAD BLDG INSP DEP ENGINEER : William 3. beBerry, R.C.E. $345451 T.H.ChapMan, R.C.E. TESTING ENGINEERS-SAN DIEGO EPORT NO: 1709 - - CONCRETE COMPRESSION TEST DATE: 12/14/84 CYL UNWT ACES 'TIME STRENGTH PSI DATE OF MIX DESIGN SLUMP MADE IN TIME OF CYL THIS TEMP LOAD PLANT DIAti NMBR PCF .TEST TEST -DESIGN . POUR .,DESICNATION INCHBY MIXER DAY, SET/MARX F NMBR CODE INCH ==== == .300010/23/84.$8. 4.0 4000:. 0:0 3/00, 00 996 12443 - 7 L 2640 LOCATION IN STRUCTURE: COLUMN FOOTING 2-B. - - 12444 28 3750 COMPLIANCE: .28 DAY. TEST COMPLIES WITH SPECIFICATIONS, 12445. 60 -0 -- - - 3000 10/23/84 *8 375 4000 0 0 3/00 0 1 99 6 12446, 7 . *,2940 LOCATION IN STRUCTURE: GRADE BEAM $1 1C.. . . . 12447.. . 28 4300 - COMPLIANCE:. 28 DAY TEST COMPLIES WITH SPECIFICATIONS. . 12448 60 . 0 . 3000 11/14/84 7 4 8000 0000 3/00 - 0 - 0 30 6 13572, 7 1950 . LOCATION IN STRUCTURE: SLAB ON GRADE AT LINE SD 113573 28 3590 COMPLIANCE: 28 DAY TEST COMPLIES WITH SPECIFICATIONS, - - 113574 60 0 - 3000 11/16/84 7 4 4000 0000 3/00 0 2 99 6 13778 7 3150 . LOCATION IN STRUCTURE: SLAB ON GRADE LIKE 3.5A 113779 - .28 3200 . -COMPLIANCE:-.28 DAY TEST COMPLIES WITH SPECIFICATIONS.- 1,13780 .60 . 0 --------,-- --- -. - =--- --- - . --..--=---------. - .--- - .----,_- . ----- = - - -- - -- NO Z / Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 JOB NO - 3075 - CITY OF CñRLSBAI) BLDG INSP..DEP DISTRIBUTED TO JOB NA: GRAHAM INTL OFC FAC III 12,0.0 ELM AVENUE - GRAHAM INTERNATIONAL JOB ADDRESS: 2141 PALOMAR AIRPORT RD CARLSBAD, CA ...92008. . HOPE CONSULTING GROUP. CARLSBAD, CA ATKINSON, JOHNSON & SPURRIER, LUSARDI CONSTRUCTION COMPANY - .. .. CITY OF. CARLSBAD , BLDG It1SP DEP ENGINEER: Willia, J. DeBerry, R.C.E. $34545 /T.H.Chapnan, R.C.E. . - TESTING ENGINEERS-SAN. DIEGO REPORT NO 13933 DATE 12/2/84 STRUCT STEEL .F;E:LD INSPECTION REPORT CONCRETE .INSPECTION REPORT - - Permit *84-234 . 12/12/84 - Visual inspec:-t:ion was performed of .,jo.int..preparation. and welding by certified operators using AWS electrodes E70T-7. Welders and certificate number James Rodriguez FCAW IG,..grooves & fillets *84-548 TS&I; Mike R. Magn one FCAW IC grooves & fillets *84-349 TS&I. Inspected welding. of second floor complete penetration moment welds at B--1,north, C-1 south, D--2 east, D-3 west A-3.,east and .A-4 west. Noted application o.f preheat and Maintenance of .inter.pass temperatures as required, Inspected ASTM A325X high strength boiling including bolt holes and faying surfaces for second. floor .framing in., - progress including points described above at moment connections. ........- Bolt tension verified by ue of. splined Jc;ad indicator bolts. Inspected completion of base pine grouting atist floor, moment and.-,.--frame- columns. No use of "Embeco .713". grout per plans and . specifications. 12t13/84 Visual inspect:i.on. was .performed ofjoint preparation. -. and welding by certified opera..tors using AWS . _--electrodes. E701-Y, - - -. .._ Certified welders same as.prev.iously reported. - . a.—.- - .Inspected welding, of remaining complete .penetrat ion.. moment -welds - 'a:t second floor framing. between. lines A_and D.from .1 _.to No:ecI. . - c,sum . inadequate, root.gap at t. +:Lancjc. Contrac.t or enlarged root-, CL with grinder to. provide adequate gap for complete .pene.tra.tion/.. cO9'and fusion, - -- -. -- - -- '0InspectedASTM..A325X high strengthbolting incl.udinq.\\ ....... boltJ..oles and faying surf,aces for second w en . . 1insAand_D.j from- 1 to5,. -- Inspected copl.e..tion.o.f.all,base plate grou.ting .at, 1stfloor-...-__ Noted use .of,. Ebec.o 7i3° grout ..I:)er- - _p ans -_.an,(:I specifications.. 12/1 4/84 -- lnspected ASIM .449 high st'ength anchor boltsa.tmoment frame. TESTING ENGINEERS-'SAN DIEGO I t Testing Engineers—San Diego i./D1I1 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225.9641 AM 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758.3730 coluMn bane plates per 1/9-4 between lines and D :VroM j tO 5, otd tightening of anchor olts Mifl1uM1J8 turn past snug ightnessas equ :ird by way of an air operated impact wrench.. Visual inspeclion ws perfortied of joini prepr1..ton and welding by certified operators using AWS electrodes E7OT-7, - Crtjfied welders sane as previously repore.d. - TESTING ENGINEERS-SAN DIEGO 2 - Testing Engineers—San Diego 3467 Kurtz St., P.O. Box 80985, San Diego, CA 92138 (619) 225-9641 2948 Industry Street, Suite B, Oceanside, CA 92054 (619) 758-3730 LABORATORY NO. 1 NONDESTRUCTIVE TEST REPORT DATE FILE: 3 JOB: / ADDRESS: TYPE OF TESTING: LII 7A5aiJ1C FABRICATOR OR ERECTOR: Co/RAC /A SA CONTRACTOR: SHOP ______ FIELD Page _ZL of / MATERIAL: ___________________________________________ METHOD: _______________________ TRANSDUCERS: 2. 2 127'Z. CALIBRATION: C /?/p ci SHEAR WAVE-ANGLE: 70 95 INSTRUMENT: Sc.'AJjc /7/PT INSPECTION STANDARD: /1W.S 1_V. / RATE OF INSPECTION: /)' DESCRIPTION OF TESTING/ITEM(S) o,neJ A/.OJ C0/)/71A1 70 he,irr 1 , 6/i& DATE HOURS TECHNICIAN /ZZ/z, PART NO. / LOCATION NO. / TYPE WELDS TESTED ACC. REJ. REMARKS Z /// eTo - 0 ______________ X 3 / I_I 7 , ''I —Q I I '• z " ch e, REJECTION RATE RETESTS OF REPAIRED WELDS -HOURS ' REPORTED TO: 1) Graham International 1) Hope Consulting Group .1) Atkinson, Johnson & Spurner 1) Lusardi Construction Ccxipany 1) City. of Carlsbad Bldg Insp Dept Testing Engineers—San Diego Reviewed by William d'. DeBerry, R.C .E. #34545 j Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 JOB. NO 3O75 - - Ci TY or CARLSBAD BLDG INbP Dl:--P,,- DISTRIBUTED TO JOB NA:, GRAHAM INTL OFC FAC III 1200 ELM AVENUE GRAHAM INTERNATIONAL - JOB ADDRESS: 2141 PALOMAR AIRPORT RD CARLSBAD, CA 92008 - HE CONSULTING GROUP CARLSBAD, CA ATKINSON, JOHNSON & SPURRIER, LUSARDI CONSTRUCTION COMPANY - CITY OF CARLSBAD BLDG INSP DEP ENGINEER: Wi11iaa 3. DeBerry, R.C.E. #34545 / T.H.Chapan, R.C.E. . TESTING ENGINEERS-SAN DIEGO REPORT NO 13960 DATE 12/20/84 - 3rRLJCT STEEL SHOP INSPECTION REPORT at Contractors Steel . 11/1.9/04 Visual inspect ion was perfrMed of joint prepara tion .and welding by certified operators using - - - electr odes E70T-7, ER70S-3, E7018, E7024. . . - Welders and certificate number: Richard Bra t z *2345; Fred Mathien s 84-547; James Rodriquez *84-548; Donald Show tH6220 ... Inspected welding of doubler plies, base plate, beam connect ion p].ates, gusset plates, channel supports, for column A-3. The work was carried out with good procedure-- and conforms AWS DI.1---03. Completed items were Marked with our TEsyboi. 1i/2O/84 <..Wisual inspection was performed of joint preparation . W Slid welding by certified operators using AWS > lectrodes E70T-7, ER7US-3, [7018 E7024, co elders and certificate number: Fred Mat hisen *84-547, James < odriquez*84-548, Mike. Magnone *84-349, William Frederick #4756,.- C-) - -•-- . . . -- - _ nspected welding of beam connection plates, channe:L.supports for - eams RDII, A4, A6, C6, B5, E16, RC5, This work. car .r:i.edout 9ith cjood_pr.o.cedure and conformsAWS D1. 1-83. 0 Completed items were Marked with our TE symbol. Visua - ..... . .i1 /21/84 .. -. - •. - •. - .l insoectionws per rmed of joint preparation • _.and.eldingb.ycertifiedoperatorsusing AWS . e:1eodes E70T, E70S-3,E7018. Welders and certificate nuMber: Richard Jir.atz 4146 and *2345, - -. - - Mike agnone*84-349,. Mark. Dickey *092, -.- - - - Inspected welding of beam connection pl ates for b&ms [13, DI I, - .....5, A2,D3 and connection plates jor channels M13,RM13, •E14, -- - 1 wlding of base plates, doubler plates, beam connection i:)Iates, .gust olates,. channel supports for col RB3,B2. The work-was carried _o ithgqocl procedure.. açd - conforms AWS D1.1-83. . - - .• • - - - The work inspctedcompies withtheapprov.edplan .__çompieteditepis were marked with our N' ):EsyMbo1, - ecp\f columns -- - 133,RB3, B2,welding jot yet coMpleted. ... \ • - 11/23/84 - • - Visual inspection was performed of joint preparation, TESTING ENGINEERS SAN DIEGO 1 fj Testing Engineers—San Diego I1I7 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225.9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 and welding by certified opera -t'ors using. AWS electrodes E7OT-7, E7024. - - - Welders a nd certificate number: William Frederick 484-351, John. Koch 4J995, William St.ulz t3231, Mark Dickey *092. Inspec ted welding of beam connection plato For bem All, 614, - B13, and the welding on column 112, This work was carried out with - good procedure and conforms to .AWS D1 .1-83 - S The work inspected coMpIie with the approved plans Completed items were marked with our TE symbol, except column welding not yet completed. DATES— EMP.0 INSPECTOR'S NAME 11/19-23/84 125 Stephen Bibby 1A3K RT MRS TASU OT HRS TASK* DI H3 30 24,0 32.31 8.0 12//84 Visual inspection was performed of joint preparation and welding by certified operators .using AWS -. electrodes E70T-7, E7024, Welders and certificate number: James Rodriquez 4M34-548, Roger. Martinez 4I2989 Fred. Mathisen -1If34-47, Richard Bratz *2345 and *34-546. - - Inspected welding of stiffeners, beam connection plates, and channel supports .for beams 613, RAIl, RB6, and the we:Lding of doubler. plates,. base plates, beam connection plates, channel - supports, gusset and stif:Pener plates for, co:Lumn.B2, RB3, A3. - Good work procedure and conforms AWSDI .1-83, - - Comp-le-Ted- items were marked-with our. TE symbol, except for'.. columns., .B2, RB, A3, riot complete, -- 1 12/4/84 Visual inspection was performed of joint preparation - and-welding by certified operatorsusinqAWS electrodes E76T-7, E7024, ER7.09-3......................... Certi+:ied welders same aspreviouslyreported, - - Inspected welding on co Lumn' Al, A3,B2, R2 This work — - . carried out with good procedure,SconforMs. AWS ..Dl.1-83,. ..Visual -inspection was, performed ., of jo.:i.nt.preparatn . and welding by ..certified operators. using AWS elc1rodesE70T-7, E7024, E708-3. =. -.5 -,---- - Certified welders same as previously reported. inspected woldinq on beams C6, D,A16, B16 and thewelding_on the = - columns RB2. This work was carried.,out with good .proc:edureand conforms .AWS.Dl.1 .Completed items were marked with our,-,-JE .symbol,. except co:lumn.RB2, welding,, inot complete. -------------------------- - - --. - 12/6/84 j Testing Engineers—San Diego I/li/V 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 V1 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 Visual inspection was performed of joint. preparation. - and welding by certified operators using AWS electrodes E7OT-7,E7024, E706-3. , Certifiec:I welders same as previously reported. .tnspc. d welding. on batis D12 ) RAI 1, B4, A6, nd tho we1dinj on column RB2? and channels C19 B19, RC19, A19 RAI9. A].1 Welding was carried out with good procedure and conforms AWS Dl ,.1-83). Completed items were marked with our TE. symbol.. 12/71(34 - .Vivalicspection was perforMedo•f joint preparation and welding by certified operators using AWS electrodes E7024, E7018. .. Welders and certificate number: Mark. Dickey. 4O92, Roger Martinez t12989. - InspeLt(.z?d welding- of beams Al2 ) RB5, RA41 RA6 RE{4, t412 This work was carried out with good procedure and conforms AWS Dl .1-83. _The work inspected complies with the approved plans. Completed items were Marked with our, TE symbol, 12/0/84- Visual inspection was performed of joint preparation .and welding by certified operators using AWS - - electrodes E7024? E7018. Welders and certificate number: Russell Latson *0013. Inspec.ied welding of stiffeners and beam connection pla te on - beams D9, 015, B15, RBS. Also inspected stud. welding on angles AG16 AK16, The stud tests and. welding were carried out with good procedure and conform to AWS n.j .1-83. ihewor k inspected coMplies with the approved plant Completed i-tems were Marked with our TEsymbol ._. J)A1ES EMP NAME _ _1238/84 152.5,.---Stephen Bibby _TASK1i. .... .,, RT _HR S TASK*..,,,. OT HRS TASKt.., .. DT.J--IRS _3231 . 4O,. 3231. .. Ysua1 inspection was performed of joint preparat.00 - -- - and welding by certified operators using AWS -- ' electrodes E70T-7 & E70S-3. -\ Cer ti-fied-welders,,same,as- previously reported. isp oidirg o+ full penetration and fillet welds on oiumns -. - The :inspected complies with.the approveth plans and------ t h e-._Ljn1formBu:L1ding Coe. - 12/4/04 -- '• .. Visual inspection was performed of_ joint preparatian_ and welding by c:ertified operators using AWS TESTING ENGINEERS-SAN DIEGO 3 H -- -' j Testing Engineers—San Diego /Jfi7 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 I I1 2948 Industry St., Unit B, Oceanside, CA .92054 (619) 7583730 0 ei. •.•. •..•. - ectr.odpsEtOT-i& E/OS-3. 0 Certified welders saMe as0previous1y reported onbeaMsBA ) C, the appr ved plans and0 theiiniforM Bii].d ng Code, DATESOO, ...... .EMP$.O, INSPECTOR'S NEME 0l 2 /3r7/84825O .,.-J.David0. Suda.M 0= 0 •... R3IHRELTASI<4.O.O. ... .OLHRS TASK4., , , DTHRS 32.33 0OO 0 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE .122 . t SAN DIEGO, CA 92123 (619H60-1468 1 //. ... .. /,' • .. i •./ j2i,L7W "j zZ//9t •/2n1 (4- //c -/-) • :-. :o 7'() /7:,'t) C',z) . • El NUMBER: 84-35 SUBJECT: ROOF DRAINS APR 0 61984 a Gi UCHES( EFFECTIVE: March, 1984 SECTION: BUILDING DEPARTMENT SUPERSEDES:APri1, 1978 PURPOSE: Aid in property damage preven t i o n c a u s e d b y p l u g g e d r a i n ' d r a i n s . Overflow drains to serve as an indica t o r . BACK- Inspection of damaged and ruined propert y d u r i n g h e a v y r a i n s i n d i c a t e d t o t h e GROUND Building department that foliage and d e b r i s w a s s t o p p i n g u p t h e m a i n r o o f d r a i n s . The water level ould rise to the over f l 9 w d r a i n l e v e l t h e n t h e d e b r i s w o u l d float to and stop up the overflow dra i n s . ' - T h e w a t e r o u l d r i s e t o t h e l e v e l o f flashincis or roof jack then the water w o u l d - p o u r d o w n t h r o u g h t h e s t r u c t u r e . It was concludd that if the owner, occu p a n t o r m a i n t e n a n c e p e r s o n n e l c o u l d become aware of a roof drain stoppage, i m m e d i a t e a c t i o n c o u l d b e t a k e n t o c l e a r the roof ' drains. ROOF DRAINS - SECTION 3207. (c) OVERFLOW DRAINS AND SCUPPERS. Whe r e r o o f d r a i n s a r e r e q u i r e d , o v e r f l o w drains having the same size as the roo f d r a i n s s h a l l b e i n s t a l l e d w i t h t h e inlet flow line located 2 inches above t h e l o w p o i n t o f t h e r o o f , o r o v e r - flow scuppers having three times the siz e o f t h e -roof drains may be installed in adjacent parapet walls with the inlet f l o w l i n e l o c a t e d 2 i n c h e s a b o v e -the low point of the adjacent roof and havin g a m i n i m u m o p e n i n g h e i g h t o f 4 inches. Overflow drains shall be connecte d t o d r a i n l i n e s i n d e p e n d e n t from the roof drains POLICY: (overflow drains shall terminate so t h e o v e r f l o w d r a i n s w i l l a l s o s e r v e a s a n indicator of a roof drain problem). O v e r f l o w d r a i n s s h a l l t e r m i n a t e i n a n a r e a where it will be readily visible and w i l l n o t c a u s e d a m a g e t o t h e b u i l d i n g . RECOMMENDED TERMINATION LOCATION: Where roof drains terminate through a wal l , o v e r f l o w d r a i n s w i l l t e r m i n a t e a minimum of 12 inches above the roof dr a i n . When roof drains are piped to an approv e d u n d e r g r o u n d s t o r m d r a i n ' o r c u r b , the overflow drains will terminate a m i n i m u m o f 1 2 ' i n c h e s a b o v e g r o u n d f l o o r level in a readily visible location whic h w i l l -.not cause structural damage to the building. When conditions of design-dictate that b o t h r o o f d r a i n s a n d o v e r f l o w d r a i n s be underground, and determined by the B u i l d i n g O f f i c i a l , t h i s c o n d i t i o n e x i s t s The Building Official may approve a s e c o n d a r y o v e r f l o w w i t h a m i n i m u m o f 2 inch pipe size, piped from an inverte d t e e i n t h e o v e r f l o w d r a i n t o a n o u t - side,' readily visible location, which w i l l n o t c a u s e s t r u c t u r a l d a m a g e t o the building. - ' ' ' •' tiated By:, • Approved By: • ' ' • ' ' Martin Orenyak ' Clty'Manager '• ' ' I Date'-',// Jurisdiction______________ Prepared byi C3 Bldg. Dept. -VALUATION AND PLAN 'CHECK FEE Esgi.]. PLAN CHECK NO.29342 - BUILDING ADDRESS APPLICANT/CONTACT 777l PHONE NO ;2-,3 3 - 2 s / BUILDING OCCUPANCY DESIGNER PHONE___________ TYPE OF CONSTRUCTION ZZ- I i& CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE J-2 ,rzi '55O L77 / ./ Air Conditioning Commercial 2.80 96 7VO Residential .@ 2.40 Res. or Comm. Fire Sprinklers S @ 1.50 Total Value 7~ Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) 0 Handicapped Regulation's (Fee x 1.065) Building. Permit Fee. $ Z_/_ '/ S 0 Plan Check Fee $ 000 • OC.) •. . $ C 0 M M E N T S:-- 8/4/82 DA TE / PLAN CHECK NUMBER 1DRESS / 7 PLANNING: TYPE OF STRUCTURE 2) \ ZONE: SCHOOL FEES: N DIEGUITO ENCINITAS_____________________ CARLSBAD SAN CWCEIVED % COVERAGE REQUIRED SETBACKS___ tSO4 ____________ BUILDING HEIGHT FRONT MP'1 10 CIV OF CARLS FENCES/WALLS SIDE111 11gppI.tmcflt '—j--- TWO CAR GARAGE REAR______________________ LU LU .COMMENTS: -. -11 REDEVELOPMENT APPROVAL REQUIRED:13 -16 ),1J cr Uj Li LANDSCAPE PLAN COMMENTS: *flw--k tio 7_€i- 2 - u- ENVIRONMENTAL REQUIRED: 1 - ADDITIONAL COMMENTS:__________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \ OK TO ISSUE: DATE: OK TO FINAL: DATE: ERIN fJGAtDESc.RIPTION VERIFIED? Y________ A.P.N. CHECKED?_____ C1 3-/v R.O.W: IMPROVEMENTS: 161 C LATERAL: X/57,/V4 DRIVEWAY: 47j2. Q GRADING PERMIT:f' i4C, P6)(',r ,TJ,A-7 f DRAINAGE: EASEMENTS: ,Vrik7 ADDITIONAL 1 K TO ISSUE: (i)p. '9 DATE: ? / 3 / 1- * ENGINEERING INSPECTION REQUIRED: PUBLIC WORKS INSPECTOR: FINAL OK: DATE: ø- IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTME N T W I L L M A K E A L L I N S P E C T I O N S (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) A-c4 pd—, b £ 70 .r '' • 10 1 - 1200 ELM AVENUE Qtitp at CarI.bab PAGE 1 OF CARLSBAD, CA 92008-1989 -FIRE DEPARTMENT TELEPHONE (619) 438-5523 * , PLAN CHECK REPORT PROJECT 3 '• ADDRESS // 'c ARCHITECT ADDRESS PHONE OWNER ADDRESS PHONE OCCUPANCY 0- Z-CONST. ________ TOTAL SQ. FT. STORIES 3 PRINKLERED 0 TENANTIMP. • . X APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: 1..- 0 PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets . Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. Proiide specifications for the following: / Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical;halon, CO2, alarms, hydrants). Plan must be approved by the fire department prior to installation. - 5. The business owner shall complete a building information letter and return it to the fire department. . / FIRE PROTECTION SYSTEMS AND EQUIPMENT I 6. The following fire protection systems are required: fire sprinklers (Design Criteria: ,l'Automatic Dry Chemical, Halon, CO2 (Location: . 0 Stand Pipes (Type: Fire Alarm (Type/Location: 7. Fire Extinguisher Requirements: ' 0 One 2A rated ABC extinguisher for each sq. ft. or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel. An extinguisher with a minimum rating of to be located: Other: Additional fire hydrant(s) shall be provided ._- EXITS . . Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. _10. A sign stating, "This door to remain unlocked during business hours" shall be placed above the main exit and doors . -. _..........11. EXIT signs (6" x 3/4" letters) shall be placed over all required exists and directional signs located as necessary to clearly indicate the location of exit doors. . . - GENERAL ...............12. Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. __13. Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- .. '- ing is to be done, comply with Uhiform Fire Code, Article 81. • • • 14. • Additional Requirements. . / 4 1 A4,-. : /n 'XI-111,3 c' s 7Z,7/ o/ dY — C -4 L ',J4.. . "a 141e 2' cL.s.A fC C --? /&'5 /,44 (.'.& c' h C',,tc) 1/ •/iI . . / 4 V I __ J_•, / -I J — ,, iJ— js • 7- 404( 4 • '7L , t : Al v-w I'ei, ' 5,'/—i o ac • / 4- •-. - _15. 4 4 • I • - p • I Comply with regulations on attached sheet(s). . • • 14~ Cry Plan Examiner Date Report - Met with -14-'Attach to Plans mailo architect - - • - r 4 • . ________ • -'- •. -,,