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Home My WebLink About2111 PALOMAR AIRPORT RD; ; 83-149; PermitEL Wi 11412117 DAlI DAhIlT DCII nut Q DDCCC UADr5 'p APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND UtLLMMMulurlo. E] 1 hereby affirm that I am licensed under 0--'-provislons of Chapter 9 (commencing with—_'I Section 7000) of Dlvislon'3 of the Business - and Profesèlons Code, ird 'my license i'in I full force and effect. - L Lic, No.'___________ Class 0 - ,. -------' U .- - I hereby affirm that I am exempt from the Contrac- tor's License Law for the following reason (Sec. 7031,5 Business and Professions Cede: Any city or county which re- quires a permit to construct, alter, improve, demolisher repair any structure, prior In its issuance also requires the ap- plicant for such permit to file a signed statement that he-is-' licensed pursuant to the provisions 01 the Contractor's License Law (Chapler,9 commencing with Section 7000 01 Olvision 3 of the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged exemphon. Any. violation of Section 7031.5 by an applicant for a permit sub- jects the applicant to cmli penalty of not more than live hun- dred dollars ($500). ' O I, as owner of the property, or my employees with wages - as their sole compensation, will do the work, and the stroc- tore is not intended or offered for sale (Sec: 7044, Business _J and Pretensions Code: The Contractor's Licbnse Law does 5 not apply to an owner 01 property who builds or 'improves thereon and who does such work himself or through'his own employees, provided that such improvements are not intend- IU ed or offered for sale, it, however, the building on impmve- Z ment is sold within one year 01 completion, the owner-builder will have the burden 01 proving that he did not build or im- prove for the purpose of sale). I, as owner of 'the property, am exclusively contracting..- with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: 'The Contractor's License Law does not apply loan owner of property who builds or im- proves 'thereon, and who contracts for each-projects with a contractor(s) license pursuant to the Contractor's License Law). As o homeowner I am improving my home, and the follow- ing conditions exist: - The work is being performed prier in sale. have lived In my home for twelve months prior to completion 01 this work. - I 3. have not, claimed this exemption during the -- last three years. I am exempt under sec.' , B S P.C. for this reason C) t hereby affirm that I have a cer1nf,cat of consent to setf.iesure, or a certificate ,o , Workers'. - Compensation Insurance or a cerlif red c thereof. (Sec. 3800, Labor Code) Z POLiCY NO.' COMPANY • (I) 0 COPY is I , city. 0 Certified cop ere y shed CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE - (This section reed not be completed if the permit - is for one hundred dollars (11100) or 1055) Ic CC 0 I certify that in the performance of the work for which this permit is issued, f shall not employ any person In any manner so as to become subject to the Workers' Compensation Laws 01 California, NOTICE TO APPLICANT: If, after making this Cenli. ficafe of Exemption, you should become subject to the Workers' Compensation provisions of the Labor Code, you must, forthwith comply with such provisions or this perm it shall be dyemed revoked 1 1" 0 I hereby affirm that there is a construction ) lending agency for the perlori-nanco of the work for which this permit is issued ISec 3097, Civil Codel, Lu Lender's Name - Lender's Address "CARLSBAD BUILDING DEPARTMEN ' ' -' ' ' APPLICATION&PERMIT - - - - - .- 1200 Elm, Carlsbad, California 92008-1989 (619) •552 .108 ADDRESS - -... - I . ' AV, ST. DAT ç1F APP iC TIO U ENSE # 8SINES LIc i VALUATION n- PERMIT N UMBER 4 OW 'S NAME -'----- - I IJc(lOWNERS PHONE CONT ACTO ' / CONTRACTORS PHONE# Z45Nt IF TT wpm OWNERS MAt ADDRESS P 'l NT C OR S ADDRESS LIC NSENO PLAN 1.0'# BLDG USE CODE z, L t. eLOCK - 8 visi DERfPTIONOFWO2Lf -t ASSESSOR PAACE.WD. ' " _ 'DES GNER ' JJE. LICENSE of STANDARD PLAN of BUILDING SO. FOOTAG EIGN 'SADRES - DESIGNERSPHONE - --- ' _I.:. r1 Tit YOOND j' __."i-? C AREA _QTY. - PLUMBING PERMIT : ISSUE - OTY, ' MECHANICAL PERMIT - ISSUE SUMMARY/ACCOUNT NUMBER EACHFIXTURE_T'RAP - /, - INSTALL FURN, DUCTS UPTO100,000 BTU ' - BUILDING PERMIT 01-00-00-8220 çJin'__f - EACHBUILbINGSEWER . -- --OVERJ00,000BTU. , -, - SIGN PERMIT 01-00-00-8221 - EACHWATERHEATERAND/ORVENT -- , I BOILER/COMPRESSORUPTO3HP PLAN CHECK 01-00-00-8806 _' EACH GAS SYSTEM 11.04OUTLETS '-.'- —r BOILE'R/CDMPRESSOR 3-15HP'--,-'--' '---- TOTALPLUMBI'NG --01-00-00-8222 EACH GAS SYSTEMS OR MORE I.METAL FIREPLACE , ELECTRICAL ___01_00-00-8223 -EACH iNSTAL, ALTER, REPAIR WATER PIPE ,- VENT FAN SINGLE DUCT ' ". __CHANICAL'b'- _01-00-00-8224 '' •' '' EACHVACUUMBREAKER MECH EXHAUST -H000/OUCTS__f,gIe 7 a' _MOBILEHOME __4____01_00008225 - WATERSOFTNER __. , RELOCATIONOFEAFURNACE/HEATER ' -. MOBILEHOMEPARKINSP EACH ROOF DRAIN (INSIDE) Vy ow-,, SOLAR_____01_00-00_8226 TOTAL MECHANICAL - I - _' STRONG MOTION __8092_33_0519 k' TOTAL PLUMBING FIRE SPRINKLERS_ 01-00-00r8227 ( ..PUBLIC FACILITIESFEE 1-32-00__'06-8923 7 VS QTY ELECTRICAL PERMIT ISSUE CITY. SOLAR ISSUE BRIDGEFEE_ _#' NEW_CONSTEAAMP/SWT/BKR I ICOLLECTORS i-5SCH00L FEE ,,,DISTRICT 1PH__"3PH STORAGETANKS __ ' r__\Carlsbad __80_92_21_0519 - EXIST BLDG EA AMP/SWT/BKR " ROCKSTORAGE -., ''. _ Encinitas ____'a'_8092_22_0511 1 PH 3 PH - PUMP _'1-' ,s SnOtequilo _rBd,y ____80_92_23_0519 REMODEL/ALTER PER CIRCUIT PLAN CHECKrEE ___° ' 8 .__Marc6S'____________#809224_0519 TEMP POLE 200 AMPS -.r OVER200AMPS • TEMP OCCUPANCY (300AYS) ' -- -JT .'-. ciZhE_' A. TOTAL ELECTRICAL. TOTAL SOLAR' . " ' t °TOTALFEES _______ 0 ___ 4_3o44 4 .'iHAVECREtEXAMiNED .THE COMPLETED "APPLICATION'AND ERM'NDO I"s fraon. Every piormN issued by Building Otticial uder shall expire limitation -and become null and If the building or work' - ' CERTIFY UNDER PENALTY OF PERJURY ITHAT ALL INFORMATION' HEREONINCLUDING THE Code .5' 0" DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT,AND I'FURTHER CERTiFY,ANO AGREE IF A PERMIT IS authorized such permit is not commenced within 180 days from the date of such STRUCTURES OVER 3 STORIES IN HEIGHT if permit, or the building or work authorized by such permit is suspended r ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNiMG BUILDING CON abandonedat_ any I_ler the work is commenced for a period of'lBOdays,. _*ANOSHAPE.lff ISREQUIRED )REXCAVATIONS OVER STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY ANU' KEEP HARMLESS THE COY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS COSTS . _.OWNER 0-CONT9ACTOR 0 APPPVEO BY o( I EXPENSES WHICH MAY IN ANY WAYACCRUEAGAtNS1_SAiDCbTYINCONSEQUENCE --- - -- BYH0NE 0 UIV7/ GRANTING OF THIS PERMIT. CO 0 a-a' ijpceTION TYPE DATE INSPECTOR .-- BUILDING FOUNDATION - REINFORCED STEE:L MASONRY GUNITE OR GROUT FLOOR & CEILING SUB FRAME SHEATHING FRAME EXTERIOR LATH INSULATION - INTERIOR LATH & DRYWALL 'e SI ______ PLUMBING - SEWER AND BL/CO ''. .' . 443 - PLUMBING UNDERGROUND . I PLUMBING TOP 0 T TUB AND SHOWER PAN GAS TEST ELECTRICAL. TEMPORARY POWER ELECTRIC UNDERGROUND ROUGH ELECTRIC ELECTRIC SERVICE i/ fr'/' BONDING. G. F. I. - SMOKE DETECfO1 - MECHANICAL - DUCT &:PLEM., REF. PIPING HEAT - AIR COND. - SOLAR SYSTEM. VENTILATING SYSTEMS. . ..- CALL FOR FINAL INSPECTION WHEN ALL APPROPRiATE ITEMS ABOVE HA Vi BEEN APPHUVL). JOB SITE FINAL PLUMBING 01 ELECTRICAL MECHANICAL' -- - IT I2_2f GAS '•.' _____ BUILDING SPECIAL CONDITIONS' CERTOF OCCUPANCY ISSUED - FIELD INSPECTION RECORD . REQUIRED SPECIAL INSPECTIONS . INSPECTOR'S NOTES INSPECTION REQ IF INSPECTORS APPROVAL DATE'HECKED 4 p d;?7H "MR SOILS COMPLIANCE - e , FOUNDATION INSP ,. . PRIOR TO . .. - . 30 EFguc.. CNj,-;-s e,W& STRUCTURAL CONCRETE cjAv Ai F S TO - OVER 2000 PSI - e#_7HiJ7Z*4i_.MP. PRESTRESSED - £9D 7fAs Losic, AS TOW fliFwS 4vvwlw WRoortwO wll.W C E4" ft_tE O 7 1cQ'i.0 - THE PIS SE oilDç 'ONCR~_d'I4W. . __"- FIELD WELDING Ll fr1G _a HIGH STRENGTH ' i'J" 77 ' 7' '.' .--- BOLTS P1 _11HMK 77 *#li -i4O)4? SPECIAL MASONRY AMO cznzxo c-Ti6t4 071 PILESCAISSONS kI' .1, I - - --.• . ,..-4- ' - 'S . _I -en .5 I . -- lp - - : / J : - p — - Iz - :----: 'to 1'f L. APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM CITY OF CARLSBAD ENGINEERING DEPARTMENT 438-5541 DR APPLICANT TO FILL IN BUILDING ADDRESS I --A I I I IOWNER N?SE 2002 ISSUED BY - DATE ISSUED VALIDATION JIcfl ri.it.oPA.. paz MAILING ADDRESS ______ LATERAL CI*' STANDARD 4" (Max. H. 30', V. 101 OVER 3O'H. _____________FT. ONTRACTOR !M%.)c i(7Ltet-i ONTRACTOR'S 1'S i-o D' Lei (Zei.i*r OVER 10'V._@-FT. oi_STANDARD DDRESS 6" (Max. H. 30', V. 101 G-70 CA Cl D IS h OVER 30' H._@______ FT. OVER 10'V.-@-F TOTAL CONSTRUCT[ ON C/ST EW BUILDING EXIS1NG BUILDING AL DE SCRIP TION SERVICE CHARGE (REPAVIN7'ETC.) TOTAL LATERAL CHARGE TION d"31~00z,r R KS LINE COST DATA ASSESSMENT DIST. NO. FRONTAGE -COST PER T. _______TOTAL OTHER LATERAL LOCATION 1-:1 1 -1 U) CONNECTION FEE NOCn . UNITS- 11,83 COST PER UNITL TOTAIJ1j3C_ PUMP STATION FEES / NO. UNITS -COST COST PER UNIT ::/ TOTAL-- F RAL NO. INSTALLATION DATE TOTAL CHARGES (LATERAL ETC.) law I 1) WHITE: Engineering GREEN: Finance YELLOW: Sanitation PINK: Building GOLDENROD: Permitter DEVELOPMETAL 1200 ELM AVENUE SERVICES - CARLSBAD, CALIFORNIA 92008-1989 BUILDING DEPARTMENT (619) 438-5525 (itp Of CarLsbab April 23, 1984 M. H. Golden Company P. 0. Box 80068 San Diego California (92138) 2111 PAL0!1AR AIRPORT ROAD 0 0 The shell building is completed as per plans at 2111 Palomar Airport Road. It conforms to all provisions of the 1979 Uniform Building Code and City ordinances. Occupancy will be permitted after plans for tenant improve- ments have been submitted, approved, and the construction completed. EMILE PLUDE Sr. Building Inspector EP:gl 0 cc: Ron Weatherford PAOLUCC!O WILLIS NAU ASSOCIATES CONFERENCE REPORT 1300 Project: Graham International Plaza, Building No. 2 Subject: Carlsbad City Code Requirements Date: 11 April 1983 Parties: EmilePlude, City of Carlsbad Lyle Willis, PWNA Distribution: Parties Hope Consulting Group RESUME The requirements for piping materials were reviewed. The project will utilize a distributed heat pump HVAC system with a cooling tower located on the roof and individual heat pumps located in the building for each separate tenant. Condenser water piping will be run from the cooling tower to piping loops at each floor level. The space above the lease space ceiling will be arranged to allow use as a return air plenum. The area above the central core and corridors will not be used for return air. Metallic piping must be used for the condenser water where it is run in return air plenums. Plasticpi'ping may be used in areas not used for return air. NEXT ACTION 1. PWNA will proceed with project design based on the above data. L EW/ d a RCEWEDc APR 181982 Y1' CITY OF CARLSBAI5 14 April 1983 Building Department CIVIL MECHANICAL ELECTRICAL ENGINEERS 7175 CONSTRUCTION COURT, SUITE A SAN DIEGO, CALIFORNIA 92121-2690 (619) 578-5910 rl 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: 1763 CITY OF CARLSBAD - DISTRIBUTED TO: NAME : GRAHAM INTERNATIONAL II R J WOJCIK, ENCINEER INC DEPT GRAHAM BUSINESS PLAZA ADDRESS, 2111 PALOMAR AIRPORT ROAD 1200 -ELM AVENUE HE CONSULTING GROUP CARLSBAD, CA" CARLSBAD, CA 92000 , ATKINSON1 JOHNSON & SPURRIER, - NH GOLDEN CONSTRUCTION COMPANY ENGINEER: WilliaM J. DeBerry, R.C.E. $34545 / T.H.thapan R.C.E. CITY OF CARLSBAD - -- TESTING ENGINEERS-SAN DIEGO REPORT NO: 10592 - DATE: 06/22/83 CONCRETE INSPECTION REPORT Permit 1J83--149 /31/83 Inspected iñf eenf for - ceMen añdcjrde Of steel and placing of co rete at grade beaM lihe A froM I 8 t& 4,2 and lineD froii 1.8to 4.2 per detail 1/62. - Grade beam line _1 froM A.0 to C2 ard line 5 -From A.8 to C.2 j:)er detail 1/S2, - C61.umn footinqs line1--A, 1--D, 5--A, 5 -D0dCti1 3/94: - Column footings line 3-B 4--1:4, 2--C, 3---C, 4--C per detail 2/04. Footing lineA from I to 1,8 and 4.2 to 5. Line D from I to 1.8 and 4,2 to 5. Line 1 from A to A.8 and C.2 t D. Line S from A to A.8 and C.2 to D per detail 8/94. Inspected grade be 1ine A from 1.8 to 4.2 nd line I) from 1,8 to 4,2 per detail 1/62 lap slice did not meet minimum requirements. Added five 4(:7 bars *6' long at top reinforcement line 37A and 3-I) - per, struc:fura:1 encjineer, -- - 185,5Cu13i yards OfMix No 50-0008 plàcd = ' Nine tCsfspecimens Made. - The work :i.nspected complies withthe approved plans and - the Uniform Bin] dinq Code - I xept ions AFc liuiC-3 coi I' pO'cI at 6" lup Ono se( of 3 lIiidersmade 612/03 IñpecI rk Thfeif f of p1iê 1of Cld j5laci Vii Thf concreteat column foot:i.ng at B-2 p :i J. er deta 2/94. - - - WilFPooting from1ino1 to 2 on line 0 anoffrm4 to on line I) Elevafor p t blab beiwoen 1 me fl nd C añd 2nd 3 Per deta i 6/04anJ prO"vecI hOpcfwii. - - 23.5 CUbic yFd if Mix No 50--0008 ilacd - Thrèe test 5ecimcnMad. - Th ir k iñ iéd Eo l:ié it h- - th UirO FA Fft:[diO Cod ---------------------- _________ATES TTEMP4I TINSPECTOR'SN(iME" - RTHRSTASK .OTHRS TASK4 3230 14,0 3231 15 - TE0TINCENCINEERSSAN DIEGOt - F fl 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 tf Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 LJ 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 - JOB No'.. 1763 CITY, J E CARLSBAD DISTRIBUTED -JO: JOB NAME: GRAHAM INTERNATIONAL IL R J WOJCIK ENGINEERING _DEETCRAHAM BUSINESS PLAZA JOB -ADDRESS: 2111 PALOMAR AIRPORT ROAD 1200 ELM AVENUE - HOPE-CONSULTING GROUP CARLSBAD CA - - CARLSBAD ? LA 92008 ,,ATUNSON, JOHNSON & SPURRIER, GOLDEN CONSTRUCTION COMPANY -ENGINEER:,,,,Williat, 3, DeBerry R.C,E.t34545 / T.H.Chapaan ?R.C.E. CITY OFCARISBAD _TESTING. ENGINEERS-SAN DIEGO REPORT NO: 14197 REPORLOF MASONRY MORTAR COMPRESSION TESTS DATE:06/24/ CYLNDR AGE, NUNBEL. TESL .LOAD(LBLP,S,I. --,- CYLINDER DESIGN - DaeMade P.5.1. LOCATION IN STRUCTURE, C/PHADE BY TYP(INLCOMPLIANCE 06102/83 2000 WALL ATLINE.5 AT C.5 - ,. 3/O ADO OS, 2 _2 40, -.06/03/83,__20.00 WALL AT,LINE 5-B ---3897--7- -9160 2920— .,06/06/83. 2000E.WALLOF ELEVATOR PIT AT SLAB LEVEL, /04000,. 5. -39697 60218L YA Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225.9641 U 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 400 JOB NO: 1763 CITY OF CARLSBAD DISTRIBUTED TO: JOB NAME: GRAHAM INTERNATIONAL 11 R J WOJCIK ) ENGINEERING DEPT GRAHAM BUSINESS PLAZA JOB ADDRESS: 2111 PALOMAR AIRPORT ROAD 1200 ELM AVENUE HOPE CONSULTING GROUP CARLSBAD CA CARLSDAD CA 92000 . ATflNSON, JOHNSON & SPURRIER .KH GOLDEN CONSTRUCTION COMPANY ENGINEER: William J. fleBerry, R.CE. $345451 T.H.Chapnan, R.C.E CITY OF CARLSBAD TCTTMI 1MCCDC.CM1 nyrrn ----- - -- ---- - - - - -- REPORT NO: 14179 - -- CONCRETE COMPRESSION TEST 06/24/83 CYL UN UT AGE€ STRENGTH PSI DATE OF MIX DESIGN SLUMP MADETIME IN TIME OF CYL THIS TEMP LOAD PLANT DIAM NHBR PCF TEST TEST DESIGN POUR DESIGNATION INCH - BY MIXER DAY -SET/MARK F -- 6BR CODE INCH - 3000 05/31/83 50-0008 6 4000 001,00 00:001 3/01 0 2 61 6 - 3753 - 7 3560 - LOCATION IN STRUCTURE: C-3 FOOTING FOR COLUMN - - - - COMPLIANCE: - - - 3000 05/31/83 50-0008 3.5 4000 1,000 0000 3/02 0 0 61 6 3756 7 3450 LOCATION IN STRUCTURE: B1 Al GRADE BEAN - - - - COMPLIANCE: 3000 05/31/83 56-0008 325 4000 0000 0000 3/03 0 0 61 6 3759 7 3680 LOCATION IN STRUCTURE: A-3 A1 GRADE BEAM - - COMPLIANCE: - - - - 3000 06/02/83 50-0008 3 4000 0000 0000 1/04 0 1 62 6 7 3470 -------LOCATION INSTRUCTIVE: COLUMN FOOTING AT B-2 - COMPLIANCE.., -- - a Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225.9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 B NO 1763 11 IY or c ñW SBñI) - DISTRIBUTED TO JOB NAME: GRAHAM INTERNATIONAL IL. R J WOJCIK, ENGINEERING .DEPT GRAHAM BUSINESS PLAZA JOB ADDRESS: 2111 PALOMAR AIRPORT' IRPORT ROAD 1200 ELM AVENUE HOPE CONSULTING GROUP CARLSBAD, CA, CARLSBAD ) CA 92008 ATflNSON, JOHNSON & SPURRIER, - MH GOLDEN CONSTRUCTION COMPANY ENGINE eBerry, RC.E, *34545 / T.H.ChapMan, R.C.E. , .. CITY OF CARLSBAD TESTING ENGINEERS-SAN DIEGO REPORT NO 10683 DATE 07/20/83 ULTRO,ON] ( & 3 II1JC1lA STEEL FIEL,D ] NS1'EC nON REPORT Nrt:i.t 8:-149 ) P.I;- File-41763 7/13/83 UI exa nat on by ANr qua hr ici opr a tor w.'- M(jca on full. end/or partial pertralon welds a s , h own on attached, s he (Ti t.. - fnitS LiW* IN6I'LCI OR. 'SNAME 325() Jack L Garrett 1A$K1 RI URS IO6K4 or I1WE tA6K DI 1-4I6 4120 . 2..0. - 7/15/83 . .Inspec.ted erec::t ion of truc:tural, teei. :fraMincJ froM line A to B between :hinS..1 & 5. - - The work inspected coMpiie with the approved plan and, :he Uniform Bui:Ldincj ,Code. D011 S E MP U JNc3P) 1OR IS NOMI - .5/83 8625 Michael Weiler -. - - TA6l(4 , ,. , ,._ RT I-IRS _.ASK* . .. .. ..o;I HRSTASK&. 't n:r i-us. - 1 - ?.U.: ............................................................................... ITTIT TRECEJYED OF CARLSBAD ENGEERNG DEPARTMENT TI:c:TJf i:N1 rTKII:1:ic' ....cia T-) '_r 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 LABORATORY NO. 10683 NONDESTRUCTIVE TEST REPORT DATE 7/20/83 FILE: #1763 JOB: Graham International II - 2111 Palomar Airport Road ADDRESS: Carlsbad. California - - S TYPE OF TESTING: Ultrasonic FABRICATOR OR ERECTOR: Tulsa Steel CONTRACTOR: M.H. Golden Constructior SHOP ______ FIELD XX Page 1 of 1 MATERIAL: ASTM A36 METHOD: Contact TRANSDUCERS: 2.25MHz .5x.5" CALIBRATION: DSC Block SHEAR WAVE-ANGLE: - 70 0 INSTRUMENT: USK6 INSPECTION STANDARD: AWS D1.181 RATE OF INSPECTION: 20% of shop welds DESCRIPTIONOFTESTING/ITEM(S) Ultrasonic testing of full penetration welds on stiffener plates at base plates. Eight welds on each column. DATE HOURS TECHNICIAN 7-13-83 2.0 Jack L. Garrett PART NO. / LOCATION NO. / TYPE WELDS TESTED ACC. REJ. REMARKS 7-13-83 Column @ 5 B 8 Full Penetration 8 £, 0 Conforms with Specificatic Column @ 5 C 8 Full Penetration 8AI 0 Conforms with Specificati( 'vi REJECTION RATE -0- RETESTS OF REPAIRED WELDS -0- HOURS -0- REPORTED TO: WJD:ss 1) Graham Business Plaza 1) Hope Consulting Group 1) Atkinson, Johnson & Spurner, Inc. 1) N. H. Golden Construction Company 1) City of Carlsbad Testing Engineers—San Diego Reviewed by ~ ~, e— A el, 9; Z ~ William J.AeBerr)V', R.C.E. #34545 nE nE a 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: 1763 - CITY LW C.AD DISTRIBUTED TO: JOB NAME GRAHAM INTERNATIONAL II R J WI) ir 1K N I INC Dt P 1 GRAHAM BUSINESS PLAZA JOB ADDRESS: 2111 PALOMAR AIRPORT ROAD 1 200 1:.'A .,M Vi NUI HOPE CONSULTINC GROUP CARLSBAD; CA ARLiSAD, CA 920001 ATKINSON, JOHNSON ? SPURPIER NH GOLDEN CONSTRUCTION COMPANY ENGINEER: William J. DeB?rry, R.C.E. 134545 I T.H.chapNan, R.C.E, CITY OF CARLSBAD 0 TESTING ENGINEERS-SAN DIEGO REPORT NO: 10843 DATE: 08/17/83 Cdll(-,RE:TI: I;PEcT:toN Rt:PoIi• 611L ICT I EEl I IEi () I NPl cri (IN RE P(JR I FIRIEI:)IOC)F:I.NC :l:.NspE(:T]:oNRl:p(:)l?I 1-)1-L 1• :1):03_..149 8/8/03 1Il (( ('l The placi.rig 0 o e T u a1 r t a J.n I nq w a I I ( cn tr n C' r a mp i3 - - - - 5,0 Cubic yards of M:i.x No. 5-211$p1cecl One set o+ thre:• concrete test ciens M3de Ispe?::t?d fln:Lshe(:l w i.ds a t roof' deck :i:i.r.? E: to line I) between :i:ies 1 I h e W0r 1< I I3Sp('C e C ONp :1. j. çc, t' I (h h a ()IT OYcc! ( I n Ei d'd the Un :i. -Pocti Bu:i. :ithncj (:;oth:-? I > cep -ti. OflS Ap(ir O> I Le ' 3/ Of roo f I3'Jdtl Ic wel.ds (Ii 0 no C: 0 n f o r, m to c:;ode wiLl be rewe:Lded . )/ 0/83 1n 4 I:)ectecI and m easured 1'i r' e r'oo-t':lncj i(: c:t:or3 on I ol I o' t nq rwih o I c' ondiry frami.nq meribers I3ewc n J. J. nc" C & I) fr'or' 1:i.I-te 1. to .I:Lr3( 4, roof ].eve].. -- - Ext::e:ti 0 ns: Aver a ge cover J.igh.ysthn3/O", • 8/1 1/83 Inpctec( a n:Iisur'ecI i:ire_proo-P:incj aI:1p.ic;t:ioIi on the I 0 (Jowi n Mc'Mh? S 25% ol ( uma! y & 'c'concIdry I r at i nymemb e r's d r' 0 0 1.e v1 E > cap -ti 0I3) Average c over s1j-ghT*.I.V_ iii (.hd11 .3/8 Df Ii. C in eireas to I:e rc"(:)r/eei. - DATI:s ....,. EMP:ll:, :l:NsPECToR'6 NAME - 8/0-0/11/83 (3625 H :i. e' c: Wei, I. er - IO'V II RI MRS TASK Ii - O11-1R 13 rA3Kfl - )TII - 33O 90: = •. c :i.i:CEIVED - CITY 0FCAR1S8AD--- 0 ENG1NEERING DEPARTMENT If 1ING ENC,JNrIRS SON D I E ((1 1 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 ME 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 - 300 JOB NO: 1763 CITY oF CARLSBAD DISTRIBUTED TO: JOB NAME: GRAHAM INTERNATIONAL II R J WOJCIK ) ENGINEERING DEPT. GRAHAM BUSINESS PLAZA JOB ADDRESS: 2111 PALOMAR AIRPORT ROAD 1200 ELM AVENUE HE CONSULTING GROUP CARLSBAD) CA CAR LSXAD CA 92000 - ATKINSON, JOHNSON &SPURRIER, HHqEN CONSTRUCTION COMPANY ENGINEER: William J. DeBerry, R.C.E. t34545 / I.H.hapnan, R.C,E. - CITY OF CARLSBAD TESTING ENGINEERS-SAN DIEGO REPORT NO: 14653 CONCRETE COMPRESSION TEST . .,.. . DATE: 08119/83 CYL UN WI ACE€. STRENGTH .PSI DATE OF MIX . SLUMP MADE .TIME IN .THE OF CYL THIS -DESIGN TEMP LOAD PLANT DIAM - NMBR PCF TEST TEST DESIGN POUR DESIGNATION INCH BY MIXER DAY SET/HARE F RiBR CODE INCH 308007/29/83 52-5077L 3,5 8625 10:00 - O:30 4/5 - 0 646 6654 7 * 1750 LOCATION IN STRUCTURE: SECOND FLOOR LINE 8+25' AT LINE 4+15' 6655 12 * 2230 COMPLIANCE -- 6657 172780 ----. -H 3000 07/29/83 52-50771W 3.25 8625 00:00 11:00 4/06 -: 0 16 64 6 6658 7 ft 2070 LOCATION IN STRUCTURE: SECOND FLOUR LINE A+10' AT LINE 2+15' 6659 12 * 2580 COMPLIANCE: - -- 6661 17 2990 - - - . 3000 08/08/83 51-2118 2.5 0625 00:00 11:30 3/16 0 1 0 6 7067 - 7 2780 LOCATION IN STRUCTURE: RETAINING WALLS AT BUILDING ENTRANCES - - - = -=-- .- - - - - - -- -- ------------------------- COMPLIANCE; - - - - ---------------- -.,---.-- .---- ------ ---=--1-----------..--._----_---------------------- - - --.- -- ----------------=- - - =_- -- - =-- .-- -- =-- - - -- - - - - - ------- - ----------------- - -- ---.-- t_ - - - ---a -- - - -- - - = - _.--;--=_--.-_-___.--____- - t_= = = --==--- f Testing Engineers—San Diego 405 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225.9641 f 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 _100 JOB NO: 1923 ,CITY OF CARLsrtAI BL.DC :tNsP nEp DISTRIBUTED TO: JOB NAME: HUGHES AIRCRAFT CO - ATTN: R J WOJCIK - OLSON CONSTRUCTION CO JOB ADDRESS: HAZARDOUS GAS BUNKER 1200 ELM AVENUE HUGHES AIRCRAFT CO 6155 EL CAKINO REAL CARLSBAD, CA 92000 PRACTION ASSOC CARLSBAD, CA - ATKINSON, JOHNSON & SPURRIER, ENGINEER: WilliaM J. DeBerry, R.C.E. 434545 / T.H.ChapNan, R.C.E, CITY OF CARLSBAD BLDG It4SP DEP TESTING ENGINEERS-OCEANSIDE TESTING ENGINEERS-SAN DIEGO REPORT NO: 14671 CONCRETE COMPRESSION TEST DATE: 08/19/83 CYL UN WI AGE STRENGTH PSI DATE OF NIX DESIGN SLUMP MADE TIME IN TIME OF CYL THIS - TEMP LOAD PI.ANT DIAM - - NMBR P& TEST TEST DESIGN POUR DESIGNATION INCH BY MIXER AY - SET/HARK F NMBR CODE INCH - - - - - 3000 08/12/83 50-0014 4.75 3875 00:00 11:45 3/00 70 - 1 - 64 6 7395 7 2070 LOCATION IN STRUCTURE GAS BUNKER FOUNDATION WEST SIDE - COMPLIANCE: - - - - -. - -. -_- - -- ------------------- =- - -=--- - - •- - -=- --- - - - - - - --= - = -- - - - ------------------------ -_-=-=_--=-_- - =V_ =t - - -:- - = - —a -----------_--=--_- - --- - ._--= _:-_- ---------_ -- - - -.-= _- - - - _=_-,-=_t - --------------. ------------ a- - .._ - - - --- -, -- - --------- - _ - - = - - ---- - ==_._ - --. - .-- --=----- ==- -=- ---- --- - .-- ..------=------ --------- ------= =-=---= -=-- - - - ___ - - - PAGE NO: 1 Testing Engineers—San Diego I 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 rileTesting 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- ft 1763 CITY OF CAR I..:SBAI) DISTRIBUTED 101 JOB NAME : GRAHAM INTERNATIONAL II R J wojc:i:i(, ENC:I:NE:EIU:Nc I)EPT GRAHAM BUSINESS PLAZA - JOB ADDRESS: 2111 PALOMAR AIRPORT ROAD - 1 200 ELM AvENuE: HOPE CONSULTING GROUP CARLSBAD, CA ("I A IR L.SBAD, CA 920 QEr ATKINSON, JOHNSON & SPURRIER, NH GOLDEN CONSTRUCTION COMPANY - ENGINEER: William J, beBérry, R.C.E. t34545 1 TH Chap Nan R.C.E CITY OF CARLSBAD - TESTING ENGINEERS-SAN DIEGO - REPORTNO: 10983 DATE: 09/07/83 i.RIicr 3rEl:L. F:i:E:lI> 431E:cr:1*(:)N Rp(:)RT )NCR) ir TN'PEr (ION R 1:)OR1 - P?r'Mi:Il:83.-.j4 - ----.---.-- 9/2/83 Cohtinuo us visua:1 :LnspEct:i.on w.s perforMec of joint -_- - r'p.r'it:i.on i-cl w:I.cIincj by C? 1. e C. T r ocIc', 117 0 1 a - w:i. ders ihd ccr t i-F icaten uMber : Wobert i :Ldwth •i106213T1:A - :l:nspec:t€?d a ]:Lcjn & tac:l< w1c:l fu::i a -& so+'f:i.L- p;iin:ls on I n:-? A i)etWeer ::o:iuMns •J throuqh; 4 to I:)ew:-J.cteci JI:r ii er :I(-L-:i.:iii; oi tru ur L 1 incj' /ô ' 'c I or dr dW I fl(J5 hOC? ( E•:Mpm,, :Lv;pE:CTclR'S NAMr: 9/2/83 3623 W:i.Uii Gray - TASI<41: RT •..ASKII .,.,, OT i-IRS rAsK4I: I . 3230Y 4 ,O Lo - - - -- 9/2/83 --.-- - . ----- ---- -.---- C t flU C) U V I U a] i nsp c'C 1 1 Ofi Wd', p c-ar for 1CCI 0f J () I n t lr di Li on n'I wr I clinq by fr1 Fi.ed o pera L ors uing AWS - t e.I (( Lroctc's 1'...7 0 18 - C I if 3*. i'(;I WE I c1cr' .1 f) V i-6-6--s 1 y r (I)O tc Ci - Ensjh !d 6 rr I J. on & L In njo 1' e 7tIR1d panc'1 ) 1LIl( A-- t & 5 ------- --- ---- - - - --------- ----- -----.--- ------- --- - - TIrj:c td jD 1 c:C1n I[iF -Pi.n:i.h L yer .' it :i.i:ci- a t ri -f -' - .--------------- --.------ -.-- ------- -- --.--- -.. ----------- - _±_____ ---_ - -----_---;-_--.--:-- 3n SL of (our Ifl'>U Id tificj con ire(C --- - I:nspet:c:I -P:i.nish 1s Of i"ieta Is1- Ud b ::ihjt r()oP:Lév:LI'.)er -- c'vicd cIe(fl '/5 7 flfl1.(-Ci in M Ii Go 1dCn'r i i t hM t (I5 cIL1 8/27/83 - Wéi -i 1.-j Or -c 0ñf Orthc: irt hdét i], - - - T fte ork inspe t ed c:op :I-:i:tI th d li aric c ------------------th& Un ---Fo Pt Bu i].d:[rg----oc:l ------- - - - EMPIL 1NPL( IOW't NONI - - -9/ 2/8-3 862 M:fthà]. Weiér -------------- - ---- TASK ii: R T 1-ARS TASK* -(:)T i--tRSTASK4I: - -- ------------ Q , 3230- 4 -- ---------- - TE6TI( ENC:I:NEERs -- sAN :I:Eco i Mpg# Testing Engineers—San Diego #7 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: 1763 - tITY OF C.AIL6BAI) - DISTRIBUTED TO: JOB NAME GRAHAM INTERNATIONAL II I' J W(J J C. I Ic. , I NI I W I N(. DI I' I GRAHAM BUSINESS PLAZA JOB ADDRESS: 2111 PALOMAR AIRPORT ROAD 1'200YEL.i AVE:NUE HOPE CONSULTING GROUP CARLSBAD, CA CRLsE AT) ; CA 920 OIV ATKINSON, JOHNSON & SPIJRRIER, - NH GOLDEN CONSTRUCTIONCOMPANY ENGINEER: UilliáM J. DeBery, RC,E. 34545 / THChapMan,RCE. - CITY 0F CARLSBAD - .- TESTINGE$INEERS-SANDIECO REPORT O: 14880 CONCRETE C ONPRESSION 1EST .: DATE 09/09/ CYL UN WT AGE@ STRENGTH PSI lATE OF -MIX DESIGN SLUMP MADE TIME IN TIME OF CYL THIS 1EMV LOAD PLANT DIAM NMBR PCF TEST TEST DESIDf POUR DESIGNAtION INCH BY MIXER DAY SET/HARK F NMBRCODE INCH 3000 18/88/83 5121t8 25862500Oi 11i303/10 0 1 '0 6 7067 - 7 * 2780 LOCATION IN STRUCTURE: RETAINING WALLS AT BUILDING ENTRANCES - - -- 7068 28 4010 COMPLIANCE: 28 DAY lEST COMPLIES WITH SPECIFICATIONS __- N69, 60 - - RECEIVED - -- SEPi3i983 ITY OF'CARjSBAb - -- - ENGINEERjNDEARTMENT - - - -- .- - - - -"-- - . - fl..-- ...........-. - - --- - . -= - - ,=- -- -.1- - ---. --- -------- ....................----- =r- -- -- - ...................................................- ---- .--- -- -- .- -,---------- --: .- __ -. - - . - - .- • -= - .---- - - - -; -- • -- ---.--z..-t- -- ---=-- - - ---. ------•-=-=----- --• - •. ---- -. - - -.--- = --.-• - -=--C- -. -= ._fl-._ _. t_=-- - - -- =• - - -. •- - -s -=-.-:-t .. - - ---=- ----- --------- -_ - - - - - - - - - - -= - - - -- ---------- _. •--.- -- . - - -- -. PGEO ' 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: 1763 CITY OF CAR LSBAD DISTRIBUTED TO: JOB NAME: GRAHAM INTERNATIONAL II ENCINEER INC DEPT. GRAHAM BUSINESS PLAZA JOB ADDRESS: 2111 PALOMAR AIRPORT ROAD 1200 ELM AVENUE HOPE CONSULTING GROUP CARLSBAD, CA CARLSBAD, CA - 92008 ATKINSON, JQHNSqN& SPURRIER, - - NH GOLDEN CONSTRUCTION COMPANY ENGINEER: William J. DeBerry, R.C.E. *34545 / T.H.Chapnan, R.C.E, CITY OF CARLSAD TESTING ENGINEERS-SAN DIEGO REPORT NO: 10653 DATE: 0712/83 6rROCT STEEL FIEL I-'P-C-:E.I.ON REPOR ' PrM:I.14) 6/28/03. Inspected erection -,of structural steel-framing, at second & third floor from line I to line 4 between line; C & B. Exceptions I arrived at jobsite at I 00 —Erect ion w already in progress and had, been cotipleted frofi J.ine .1 to line S between - lines C & D, second & third floor, Steel erection subcontractor was in process of welding precast facia connecting clips to floor girders, at various locations. Upon checking the welder 's certification card. I noted that he had not been recertified within -the last 12 Months as requ:lred by - specifications. Welding was stopped. CoMpleted welds coMplied with AWS requirements & were made with E7018 electrodes. Welders. and cert:ificate number Albert Rob:les All 307 6/29/83 .• -- --------Inspected.erection,ofstrucj-ual, steeiframinq at second & third floors from line to line. 5 between :I.iries B & A. The work inspected •compLieswith the approvedptans and -- -. -..-the,Uniform Building •Code.-- - Exceptions: InspectedJ'abric:atedmembers.Installed in structure for conformance withcontroct& khop - drawings. - Noted that sheet D2 of shop :Ir'awingsshowst.ha•t all connecti.ons a-fLcolumn & - ,stiffener plates to .baseplatesto_be.Mac:Ie wi;th 3/8 Lfillet weld. Detail I Lon sheet S-4 o:P contract •drawingsrequires that column _-P lang.e be- correc -tedtobase-.pla--Le using.full_penetration weld - - •No:tifiecl contrac:tor & struc.tur.al •eng:tneerof discrepancy .and am awaiting fur:t-her :instructions. .• -- - - - - - _Irspectedstructural steel emb.erscLeiiver.ed jtojobsi-te, today for -- - - generaUconformance wi:th plans - Ihe worI inspec. ted c.oMPlies with the'approvedp 1ant and ---------------- - •7/I/83 - - - - - - ---A.t:tended jobsitemeetingwith.representa.tjyesof owner, -architect, - - engineer,,_and contrac-tarstodiscuss.placement o-IL lightweight - concre.te in decks.•. - - - -----------------Contac•tor wiUj -- .• •- - •. - - &, Submit new • mix ,design using - -- b.Place concrete at3"±I/2" slump measuredat end of: hose.. - TI::-qTTjf-. vrrrn 1 Testing Engineers—San Diego J fU 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 V 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 ru 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 Na 1763 CITY or CAW LSt4AI) - DISTRIBUTED TO JOB NA GRAHAM INTERNATIONAL II R J WOJCIK, ENGINEERING DEI.T. GRAHAM BUSINESS PLAZA JOB ADDRESS: 2111 PALOMAR AIRPORT ROAD 1200 ELM AVENUE . HOPE CONSULTING GROUP. CARLSBAD, CA CARLSBAD, CA 92000 ATKINSON, JU)SON & SPURRIER, - NH GOLDEN CONSTRUCTION COMPANY ENGINEER: William J. DeBerry, R.C.E. 134545 / T.H.ChapMan, R.C.E. CITY OFCARLSBAD TESTING ENGINEERS-SAN DIEGO REPDRTNO: 10880 - DATE: O8/23/ - FIREPROOFING. INSPECTION REPORT PerMit 1FG3 0/17/83 - Inspected and Measured fire proofing applicat ion on the - follow:Lng members.- Primary and secondary, beams .,at Third .floor and roof 1.evels. The work inspected complies with -,the---approved plans and the Uni+'orM Building Code. 8/19/83 - Inspected and Measured fire proofing application on the following members: PriMary and secondary beams at first floor level and exterior coluMns -a t first floor. - -. The work inspected compl ies with -the approved p tans nd the Uni+'orM Building Code. DATES ...... EMP*... INSPECTOR'S NAME. 8/17-8/19 0625 . Michael Weiler TASK:, , . . .. RTHRS TASK*. .. .. OT MRS TASK:II:. .... DT I.-IRS - 3230 4,0 - - -. - - - - . - - ----- :IEcEi ENGINEERING T1 D T:i TI:(TT.Jr I TKIIP:.CI,KI irrrn i g Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 /1 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 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 NO1 1763 LI TY (H rnti 5ID DISTRIBUTED-TO:- JOB NANE.: GRAHAM INTERNATIONAL II .. .R J I4OJCI1( ENGINEERING DEPT GRAHAM BUSINESS PLAZA JOB ADDRESS: 2111 PALOMAR AIRPORT ROAD 1200 EL.MIVEMJE HOPE CONSULTING GROUP. CARLSBAD, CA .CAR t...iltAD, CA 92000 ATKINSON JOHNSON& SPURRIER, H GOLDEN CONSTRUCTION COMPANY ENGINEER: William 3, DeBerry, R.C.E. *34545 / T.H.Chapan, R.C.E.. CITY OF CAR(.SBAD - TESTING ENGINEERS-SAN DIEGO REPORT NO:,10809 DATE 08/10/83 CNCR1I 1N3P1 CII ON R E. PORT STRLJCT TFEL ]Eji) :I:NsPEcTIoNREpc)RT - - PeiLiI3"- 1A9 In spec ted rein forc:eMen t for .p .ldc:eMen t and grade o .t:ste:L at - third f:Loor & m:r:han:Lcaipentiiseiabs - I he War k in'-. C ( cd c omplies w I. (h -the appr a v-d i Ln dnd the UniforM B u ilcl:Lng Code. - co" 0/2/83 ----- - ril Inspec ted the p lac :Lng of c onc:ret e at .th :irc:I fl oar lab 'ea sta:lrway. 130 0 Cubic. yr cI I Mix Na 'j -jQ/? w/Pozz 344 1c u'd Two sets of four, c: oncrete -rest. specimens made . Inspected the placing of cr:rct at Mec:harl;i.c: I...penthouse slabs. 1/ U I Jb] c r d of Mix Na 0 11379---p lac ed , One set of three c::oncrete test.. spec::u'ens Made. . - .... . - 1'he war 1< 1 n t.-i p e ic.cI COM I ict With -the- appr oved p I dflS dfl(J - The Uniform Building Code, - Inspec ted re.iforc:iien t for. p:lac:eMenIt Land cira.de of. steei. t. retaining wa!,:ts at er.tranc:e.raMI:)s..... I n spec t €df :in,shec.L we:i.; of et]. deck at ro.oL from l ine A -t,o line between lines 1&, he - war k. .:i.nspec: ted .c.:oMpiies with ..the. ap.p r a ve d.p].ay.3 - the.UniforM Building Code. . .. -. ..DATES ..........EMP:fl:,, INSPECTOR'S NAME 0/1-8/5/83. 862 . Michael Wefler, TASK*,,,, . RT .HRS T Al K:ft, . . . OTjIRELTASK:U:,,, ,,..D .T 1RS -- ReEIVED 1.4.0 ..3231... .. ..... AUGt21983 ................- ............................. . CITY OF CARLSBAD - . - .-- -- ENGINEER NG.DEPARTMENT .. - ..... .. . - .. Testing Engineers—San Diego 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 JOB NO: 1763 CITY 0 CARLSE'AI) DISTRIBUTED TO: O4A GRAHAM INTERNATIONAL II R J (40 IrTl(, I. NC FNI I R rNG Di PT GRAHAM BUSINESS PLAZA JOB AD[ 2111 PALOMAR AIRPORT RU 1200 ELM AVENUE HE CONSULTING GROUP CARLSBAD) CA - CARl 4AD ) (."A 920 00 ATX1NON, JOHNSON SPURRIFR, MM GOLDEN CONSTRUCTION COMPANY ENGINEER: Wi1lia J. DeBerry ) R.C.E. #34545 LH,Cap,R,C.E1 CITY DLBAP TESTING ENGINEERS-SAN DIEGO EPURINO: 10793 - - DATE: 07/29/83 ,TUC1 () rEl. F11:71-1) 1NPLC.1 ON RF r I Pert'it 41:8$"149 7/18/t33 Inspected :e1eCt iç)I) of str uc tur a l tur:1 •pp•t fciIicj members at . .1v:l. from line x -to :Line D btween lin es I & 5. :thc work J.IJpectecL::QMpI:Iesw:i.th tbc a p royci pli. ms and the Uniform Duildina Code Except ions : Rce:L ved p 'r'üssi on +'r OM str tic tura 1 erjineer' vi a .Teleppe to field cutbottoM flange Of +'1c) or b(r to conflect].c)fl at girders. - - 7/19/133 tnpeL1 der-ion of str uctura l. f'r m ;nj Mibc, at r 001- level+'r o line A to :Ljn. B between line j and roof scrn Th e wPYJ<: n iii pec :s:t r oMpi ppo vect p].ans a n - - the UniforM Build :incj Code. ixcp:( J. on: ,(j4p conneçt. cj r oof beam -t o r o of ; jrdj'on north side of grid line C+13'--5 " & pe 2 was inst a lled Lnwrong location C ontractor tar will ins-t a ll new clip in rv,00er1or I ion - /83 C o nt inuous visual :Lnpection was perfordof joint iiind welding by c ertified operators AWS ei.ectrodes E---7018 & NR---31 1 - Wkiers arid S2J if-i rat e number ii l(ay--_T T, %04(SMAW) Fc wkins G f7 Q1 Inspected al.L The work ins'uected comr.)lies; wilh the app pLts t—_ The UifprBuid:tng Code. 2 ontinuousl y inspected A61M A325 high strength bo ltinçj nc:Ludi.ncjho hol es 'Pasin çj iiiqp jaces f or second flo ivel conne(::t:Lonii; oU t e ns J. on verified b, turn of the nut ontinu ous visua 1. in:c ti on was D cu- for twd of loint E:STING ENGINEERS--SAN DI ii 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 W.I.d:-?r s and c:erti+'icate nu(l:)er E:L11 Kay AT13504 Td Nn oc.chiar a Ar142 t Rayiiond Gunning AT14139 Fnp kPcl JI11 a IJ au j. On & T aLI( j. ng of cl our e anglesat ouu I tie perimeter of 2nd & 3rd f:Loor :itvel, EMP.II IN,PECH)R'S NOME 7/18--7/21 0625 Mic:hael We:i.ler - iASK4. • . .. RT I•IRS TSK4. .•.. OTHRS TASi<4i:, . , , •DT lIRS _3230 20,0 3231 1.0 - 7/23/03 - Continuous visual inspect-].on was perforieci of joint - preparation and we:i.d :lnq by c:ertified opera t ors using A JAI S e:iectr odes E---'7U10, Wel.clers arid c tiP c I. ( n uMbtr Ted I In 0CC h i r a ñ J4ô R a y MOnd Gunning ATI4139 & Albert Rob:I.es, ATI307 - I n'pe. tc'ci welding of east t wc( ' t I r ',, i nri uci i ncj di)POV(U 1'i el - - ::hanges & wei.ding o4' outside edcj€ of clsure angle at sec: oncl third floor :ieve:I.s, :rni:iec:teci f:inished welds of roof screen i:)rac:e coiinect:ions to roo -P beaMs & .f:•:i.fl).s.icd welds of new ci. :i.p connectinq roof beaM to roof girder on north side o cjrid line C+0.5u & .1:ne 2, T.he work t nspec. ted c o mi p 1 j. e s wi ft T h-e appr oveci p1 ari find the UniforM Build:i.ng Code. - I xLep( ions (ti Efrrr pla tes n W1011 'b eam at hd of 'tir', - second floor .iev.i1 east & west ste:i.rwa, not :i.nsta].i.ed. - tn'pcc (cd i n't..i I I 1i on of Nc'i on tud I s ec:ond 1' ocr 1 Pyc1 i ti on' pcouc1 floor ievcI I JUC C beTwc..?en 1J.nes.4 & 5ind - line B at west side of line 5 deck Is.p:iaced so that studs can only be pliced in single row. Studs were plac:edso that there iii r'e 12-13 studs w:ith:i.n 10' when Measured from center :Ij,n e of .colui'n. Ap:r oaL o+' struc t ura.1 ng :i,ner is 4)endiny. - - 7/24/83 C on tinucus vi9u1 inspection was p:rforMedof joint - preparata.on and welding .by certified _op erators using AWS - electrodes E--7010 Cer tif:ied welders same as prey iousiy reported. - In'pc tci intalLi Lion o c :ita irs , arovd fi - - -- - changes, inspected insta:i:I.ation of Nelii stls at third •r:1oc & - - roof .I.evei.s . InsI:)ected. installation of' 'Pneutek' fasteners :1n Metal dec:ks second and third floor leve:is, - Ca:tinuaus visua]. icp per n Pornec:L of j a i t P. _pr'parat:Loard .we1dingJy cert:i:Pie:I operor usincj)WS ei.ec troc:Ies I::--601 I Welders and c::ert i Chuck Tennan-t AT13117 and Ron Sweat TESTING ENGINEERS'....SAN DIEGO 2 - AR Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 M' 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 :I:np?c:cI instai].ation of meta l deck & closure an],e at roof l evel , - The work i iispe ed complies wit h The approved plans and The Uniform Bui ldinq Code, - -. :cNSPs::cTor'$ NAME: 7/23 & 7/24_86.25 Michael Wei.ler, .iASKll...., RT I-IRS TASKII: ,..,, OT HRS TASK, • • T • )T FIRS 3231 1 0 • 0 3232 1 1. 0 STR UCT. STEEL F :I: ELD I NSP ECT J:oN REPORT CONCRETE INSPECTION REPORT Per,mi -t 149 Excet];s: F:ield Chan cje as noted under, "Exceptions" on report da ted 7-23-83 r - jardincj stud placetie-it at second floor, level has bç??n approved byruc:.tu_ra1 No a dc1i 11 L c,tr Ut I or rl t(t1 PeMb 1 y due_to.. ir onworkr p i ck 7/2 7/83 .iPc tecL. re:1n -rqrceMent for .pJ_acet€t _ncI cjraçle of a n d .. - p J. tQf ccr; - r .j1--jin:':cjrads, .. .. . 19Cubic yards Qf Mix No, s0l laced. f thre.e concee test speciMens , Tbewor'k inspected c:o PI p lies with the ppr.Qved - thf: UncrM Building oc:Ie. . -.,--- 7/28/83 for placement and cjradeof,steelat -- - sec on ci f l o or L e v e 1 • e wirkinsp ected coip lies with t h a the Uniform 1.0i1cling q.o(je, Inspectectthe iac:Lng of concrete at second floor, UO.O Cubic yards of Mix N o 52--5077 ..laced The w - p].ies witftte &proecLplans and the Unif'orM Iui].d:i.nct che S. • • • • • EMP4I , • INSPECTOR' S NA ...7/29 8625 Mic::hae]. Weiler ENGINEER S-SAN aw 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 400 JOB NO: 1763 CITY OF CAR LOBAX) - DISTRIBUTED TO:, JOB NAME GRAHAM INTERNATIONAL II N T W() fC 1K I NL I M I N J NC D P 1 GRAHAM BUSINESS PLAZA JOB ADDRESS: 2111 PALOMAR AIRPORT ROAD 1200 EL.M AVENUE HOPE CONSULTING GROUP CARLSBAD, CA CA LOEAD ) CA 92000 ATXINSOH, JOHNSON & SPURRIER - - NH GOLDEN CONSTRUCTION COMPANY ENGINEER: William J, DeBerry, R.C.E. *34545 / T.H.Chaptan R.C.E. CITY OF CARLSBAD TESTING ENGINEERS-SAN DIEGO REPORT NO: 14537 CONCRE1E COMPRESSION TEST - DATE: 08/05/83 (.YL UN WT AGES STRENGTH PSI DATE OF MIX DESIGN SLUMP MADE TIME IN TIME OF CYL THIS TEMP LOAD PLANT DIAM NMBR PCLIEST lEST DESIGN POUR. DESIGNATION INCH BY MIXER DAY - SET /MARK - F NMBR CODE_- INCH 3000 07/27/83 50-1879 125 2625 0000 _09:00 3/03 0 9 64 6 6628 7 . 2580 LOCATION IN STRUCTURE:.--SLAB,-ON-GRADE,,-LINE C+10' AT LINE 3+10' COMPLIANCE: 3000 07/27/83 50-1879 2,75-.-, 8625 0000 11 :30 3/04 - 0 16 64 6 6631 7 2710 - LOCATION IN S1RUCTIJRE: SLAB-ON--GRADE LINE A+5. AT LINE 2 - - COMPLIANCE: . 3000 07/29/83 52-5077 LW 3.5 8625 _00 00 0730 4/05 0 2 64 6 6654. 7 1750 LOCATION IN 51RUCTURE: SECOND FLOOR LINE B+25' AT LINE _415.1 - COMPLIANCE: 3000 07/29/83 52-5077 LW 325 8625 0000 1100 4/06 0 16 64 6 6658. 7 2070 LOCATION IN STRUCTURE: SECOND FLOOR LINE.A+10' AT LINE - - COMPLIANCE: - - - - - - Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 V 2948 industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 JOBN0:. 1763 .CITYOICARLSBAfl -,DISTRIBUTED.,TO: JOB NAME: GRAHAM INTERNATIONAL u. R .j i4OJCIK, LNCINIER:1NcDEp1r. GRAHAM BUSINESS PLAZA JOB ADDRESS: 2111 PALOMAR AIRPORT ROAD - 1200. JLMAVENUE -HOPE, CONSULTING GROUP CARLSBAD CA CARLSIAD ) CA 92008 AThINSON JOSONSPURRIER JHGOLDENCONSTRUCTIONCOMPANY ENGINEER: WilliaN J. DeBerry, R,C.E. t34545 / T.H.Chapian,R.C.E. CITY OFCARLSBAD = - JESTING EINEERS-SAN DIEGO REPORT NO: i4283 CONCRETE COMPRESSION TEST DATE: 07/08/83 CYL UN WT AGE@ STRENGTH PSI DATE OF MIX DESIGN. SLUMP MADE TIME IN JIME -OF. CYL ThIS TEMP LOAD. PLANT DIAM NMBR ------ PCF TEST -TEST -DESIGN POUR DESIGNATION INCH BY MIXER -DAY SET/MARK L )OtBR CODE INCH 3000 05131/83 5E0008. - 6 400 00:00 00:00 3/01 2 61 6 3753 7 * 3560 LOCATION IN STRUCTURE: C-3 FOOTING FORCOLUMN - 3754 28 4670 ----,-COMPLIANCE: 28 DAY1EST COMPLIES WITH -SPECIFICATIONS. 3755 60. 0 3000 05/31/83 501008 3.540O0 00:00 00:00_ 3/02 0. 0 61 6 3756 7 w-3450 LOCATION IN S1RUCTURE: B-I AT GRADE BEAM - 3757 28 4760 COMPLIANCE:28 DAY TEST COMPLIES WITHSPECIFICATIONS, 3758 60 .0 _3000-_05/31/832. 50-0008 325 4000 0000 0000 3/03 0 0 61 6 3759 7 *3650 LOCATION IN STRUCTURE: A-3 AT GRADE BEAM 3760 28 4880 COMPLIANCE: 28 DAY JEST COMPLIES WITH SPECIFICATIONS 3761 60 0.., fl Testing Engineers—San Diego I ID/U 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 U 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758.3730 fl Testing Engineers—San Diego fl/I1U 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 IJ 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 .33 JOB NO: 1763 CITY 0F CARLSBAD. - DISTRIBUTED TO: JOB NA : GRAHAM INTERNATIONAL R J WOJCIK, ENGINEERING. DEPT GRAHAM BUSINESS PLAZA JOB AD ESS: 2111 PALOMAR AIRPORTJOAD 1200 ELM AVENUE HE CONSULTING GROUP CARLSBAD, CA - CARLSBAD ? CA 92008 ATKINSON, JOHNSON & SPURRIER, NH GOLDEN CONSTRUCTION COMPANY ENGINEER: Williai, 3, DeBerry, R.C.E.134545 / T.H.ChapMan, R.C.E. CITY OF CARLSBAD TESTING ENGINEERS-SAN DIEGO REPORT NO:.14238 REPORT OF MASONRY MORTAR COMPRESSION TESTS DATE 7/08/83 AY 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 1763 - - CITY OF CAR LSIIAD DISTRIBUTED TO JOB NAME: GRAHAM INTERNATIONAL II R J WOJCIK, ENGINEERING DEPT GRAHAM BUSINESS PLAZA JOB ADDRESS: 2111 PALOMAR AIRPORT ROAD 1200 ELM AVENUE HOPE CONSULTING GROUP CARLSBAD, CA CARLSBAD, CA 92000 - ATKINSON, JOHNSON 6 SPURRIER, NH GOLDEN CONSTRUCTION COMPANY ENCINEER: William J. DeBerry, R.C.E. t34545 / T.H.Uapian,R.C.E. CITY OF CARLSBAD TESTING ENGINEERS-SAN DIEGO REPORT NO: 10761 - - DATE: 07/27/03 ULTRM,ONFI. & STRUCTURAL STE E L. FIE L-1) INSPECTION REPOR T U1I.r asoni exi Lnat] on by ASNT qual I. f' ieci opera ors WIS bade an full and/or partial. pentration welds as shown on - - attached sheets. - EMI't INSPECTOR'S NAME -DATES, - 7/21/B3h 3250 Jack L (,arrett - TASI< 41, , . RT I-IRS T.ASK41. . , . OT }4R6 TASK*, • . . . DI HRS. '< C.... 4120 8 .0 7/22/03 . - c) Ultrasonic., examination by ASNT qua1jfied opera tor.s.was MC - on full and/or partial. Per!etration welds as shown on . attached sheets. . - . DATES LMP* INSPECTOR'S NAME 7/22/83 0250 S David Suydam - - - IAK41 Rr UPS 1ASK4I 01 HR3 TAI(1I • Dl HR -4.120 STR.UCT StEEL,.IELDINSPECTION REP ORT 2 483 - T high strength boLting.. including bolt-holes and5:f'aying surfaces +'or beaMto beam, beam, to _.g:ftder, & g:i.rder to column connections, locations as follows: - Inspected +'inal •checkof all. floorsfortorquecLboLts: level: 2 all 5torciued -_level, 3-- all torqued; roof "-on_ line, C,,. I beat west -- of1ine2 onsouth side ofgirder .a.(:i.ip. needs _to be welded. . .. ... - - On line 4, cjir tier spanning bPtwecII I Lne LL&C wat coped on - .batt.aM1ngean. field, Cutiscl.ean & straight andf'ayin,q TITT..IT. IT line A and I), all beaMtha are. clean_&_straight ancLfayincj surfaces_are..freeof burrs.._ _. - ._ .............. - ...............Bolt tension verified by turno.f the n.ut - OI 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 One beam west of line 4, on west side of beaM> at channel to beam connections, 2 clips are Missing. - - The abo discussed points were with the -tee1 f oruan and The rnissing clips will be welded. The field coping was discussed between the job super:i.n Tend end. and the structural engineer. - -- Inspected grouting of Iase plates. Ensured that grout was Thoroughly mixed and of even consistency. Ensured that ._entire space under base plates were -filled. Obtained three samples of grout from batch used to grout column- at C--5. Canlinuous visual inspection was- performed of Joint preparation arid welding by certified, operators using AWS. electrodes E-7018. - Certified welders same as previously reported. - Inspected fillet welding of angles to angles & channels 1nd c ips to beams around perimeter of level 2. inspected full penetration welding of continuity plate to flanç:jes & doubler plate of W14x109 column at grid intersect -.ion A---4 > roof level This plate was not welded in shop as detailed & welds are to be ultrasonically inspected per, structural engineer. DAfl S • EMP-IP INSPI CTOR'S I NAME - 7 3250 - Jack LGarre-Ct -00 - 1AbI<t • Rr HRS 1ASI<if OT HRS 1OSK -II, • DI UIth 3230 8,0 - -- - - - TESTING ENGINEERS--SAN DIEGO 2 Testing Engineers—San Diego 3467 Kurtz St., P0. Box 80985, San Diego, Ca. 92138 (619) 225-9641 r i 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 758-3730 LABORATORY NO. 10761 NONDESTRUCTIVE TEST REPORT DATE 7/27/83 FILE: #1763 JOB: Graham International II 2111 Palomar Airport Road ADDRESS: Carlsbad, California - TYPE OF TESTING: Ultrasonic FABRICATOR OR ERECTOR: Boal Steel CONTRACTOR: MH Golden Construction C XX SHOP ______ FIELD Page 1 of MATERIAL: ASTM A-36 METHOD: Contact TRANSDUCERS: 2.25 MHz .5"x.5" CALIBRATION: DSC Block SHEAR WAVE-ANGLE: 70° INSTRUMENT: USK6 INSPECTION STANDARD: AWS D1.181 RATE OF INSPECTION: 100% DESCRIPTION OF TESTING/ITEM(S) Ultrasonic inspection of penetration welds on top & bottom flanges of beam column moment connections. full to DATE HOURS TECHNICIAN 7-21-83 8.0 Jack L. Garrett PART NO. / LOCATION NO. / TYPE WELDS TESTED ACC. REJ. REMARKS 7-21-83 Roof B-5 North 2 Moment Connection' 2 0 Conforms with Specificic C-S South 2 " 2 0 II II D-4 East 2 " 2 0 D-3 East 2 " 2 0 I, It West 2 2 0 7 D-2 West 2 " 2 0 C-i South 2 " . 2 0 B-1 North 2 " It 2 0 A-2 West 2 " 2 0 II It REJECTION RATE -0- RETESTS OF REPAIRED WELDS 0 HOURS ______ ns Testing Engineers—San Diego if 0 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 LABORATORY NO. 10761 NONDESTRUCTIVE TEST REPORT UPl 7/27/83 FILE: JOB: ADDRESS: /1763 Graham International II 2111 Palomar Airport Road Carlsbad, California' TYPE OF TESTING: Ultrasonic FABRICATOR OR ERECTOR: Boal Steel CONTRACTOR: NH Golden Construction C XX 3 SHOP ______ FIELD ______ Page 2 of PART NO. / LOCATION NO. / TYPE WELDS TESTED - ACC. REJ. REMARKS 7-21-83 Roof A-3 East 2 Moment Connection 2 0 Conforms with Specifications A-4 East 2 " 2 0 7-21-83 3rd Floor A-2 West 2 Moment Connection 2 0 Conforms with Specifications A-3 West 2 " " 2 0 It it East .2 ' 2 0 A-4 East 2 " 2 0 ii It B-5 North 2 ii 2 . 0 'I C-5 South 2 " 2 0 D-4 East 2 1 2 0 D-3 West 2 " ii 2 0 ii it East - 2 " " 2 0 ii it D-2 West 2 " - 2 0 ti- c-i South 2 " it - 2 0 B-i North 2 " %2 0 7-21-83 2nd Floor A-3 West 2 Moment Connection .2 0 C6nf-6rms Specifidation East 2 ii 2 0 FEJECTION RATE ______________________ RETESTS OF REPAIRED WELDS _______________________ HOURS (I 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 LABORATORY NO. 10761 NONDESTRUCTIVE TEST REPORT L)Pd 7/27/83 FILE: #1763 JOB: Graham International II 2111 Palomar Airport Road ADDRESS: Carlsbad, California TYPE OF TESTING: Ultrasonic FABRICATOR OR ERECTOR: Boal Steel CONTRACTOR: NH Golden Construction C SHOP _____ FIELD Page 3 of 3 PART NO. / LOCATION NO. / TYPE WELDS TESTED ACC. REJ. REMARKS 7-21-83 2nd Floor S A-2 West 2 Moment Connection 2 0 Conforms with Specificons A-4 East 2 " 2 0 it U B-5 North 2 " 2 0 H U REJECTION RATE ______________________ RETESTS OF REPAIRED WELDS _______________________ HOURS REPORTED TO: 1) Graham International, Attn: Mike Logan 1) Hope Consulting Group 1) Atkinson, Johnson & Spurner l)MH Golden Construction Company 1) City of Carlsbad WJD:ss Testing Engineers—San Diego Reywed by - William J/DeBer.5R.C.E. #34545 Testing Engineers—San Diego WAP/1 3467 Kurtz St., P0. Box 80985, San Diego, Ca. 92138 (619) 225-9641 I J 2948. Industry Street, Suite B, Oceanside, Ca. 92054 (619) 758 -3730 LABORATORY NO. 1 n76 NONDESTRUCTIVE TEST REPORT DATE 7/27/8 FILE: #1763 JOB: Graham International II 2111 Palomar Airport Road ADDRESS: rar1sbd, C.1ifnrnia TYPE OF TESTING: Ultrasonic FABRICATOR OR ERECTOR : Boal Steel CONTRACTOR: MR Golden Construction C SHOP ______ FIELD XX Page 1 of 2 MATERIAL: ASTM A36 METHOD: Shear Wave TRANSDUCERS: 5"x3/4" - 5 MHz CALIBRATION: DSC SHEAR. WAVE-ANGLE: 70 INSTRUMENT: KB USL6 . INSPECTION STANDARD AWS D1.1 20% full penetration shop welds RATE OF INSPECTION: 100% full penetration field welds DESCRIPTION OF TESTING/ITEM(S) Ultrasonic testing of full penetration welds and 33 full penetration shop welds. * Shop Weld ** Field Weld DATE HOURS TECHNICIAN 7-22-83 -7.0 J. David Suydam PART NO. / LOCATION NO. / TYPE WELDS TESTED ACC. REJ. REMARKS . 2nd level column 2A 3 FP on Stiff Plate South 3 0 Conforms with Specificatic 3 '' U " North . 3 0 U It 2nd level column lB 3 FP Welds on Stiff West 3 0 It . * It II It II 3 II It " Fast 3 0 U tt It *2nd level column lB 1 PP Moment Conn . Top 1 0 . *if It Bottom 1 0 . U *2nd level column lC 3 FP Welds on Stiff West 3 0 II It * H It It It 3 It It ti East 3 0 *2nd level column 1C 1 FP Moment Conn Top 1 0 II U * H it It It 1 If if " Bottom 1 0 U It II REJECTION RATE ______________________ RETESTS OF REPAIRED WELDS _______________________ HOURS J 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 LABORATORY NO. 10761 NONDESTRUCTIVE TEST REPORT L)AIh //Z//.j FILE: JOB: ADDRESS: #1763 Graham International 2111 Palomar Airport Carlsbad, California II Road TYPE OF TESTING: Ultrasonic FABRICATOR OR ERECTOR: Boal Steel CONTRACTOR:ijj Golden Construction Co SHOP ______ FIELD Page 2 of 2 PART NO. / LOCATION NO. / TYPE WELDS TESTED ACC. REJ. REMARKS *2nd level column 2D 3 FP Welds on Stiff South 3 0 Conforms with Specifications * It It It II 3 II It II tI North 3 0 *2nd level column 20 1 FP Moment Conn Top 1 0 tl ti It * 1 Bottom 1 0 It *2nd level column 3D 3 FP Welds on Stiff South. 3 0 It II * tt It tt II 3 II It It North 3 0 - U *2nd level column 3D 1 FP Mom Conn East Top 1 0 It It * tt It It II 1 East Bottom 1 0 It It * It It It It West Top 1 0 If It * It II II II 1 II II It West Bottom 1 0 It tt *2nd level column 4D 3 FP Welds on Stiff South 3 0 II It II * II II II II 3 It II It It North 3 0 *2nd level column 4D 1 FP Moment Conn Top . 1 0 tt It * It II tt II II II U Bottom 1 0 II II *2nd level column 5C 3 FP Welds on Stiff East 3 0 * It tI It II . 3 II It It II West 3 0 tl II *2nd level column 5C 1 FP Moment Conn Top 1 0 II It It * if II It if Bottom 1 0 II It *3rd level column 4A 2 FP Moment Conn Top 2 0 Bottom II It REJECTION RATE . RETESTS OF REPAIRED WELDS . HOURS REPORTED TO: 1) Graham International, Attn: Mike--Logan 1) Hope Consulting Group 1) Atkinson, Johnson & Spurner 1) MH Golden Construction Company 1) City of Carlsbad Testing Engineers—San Diego Reviewed by WJD:ss William 1DeBer1'R.C.E. #34545 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 17t3 I) TY ()r CAW 3IAI> DISTRIBUTED TO JOB NAME GRAHAM INTERNATIONAL II R r 1410J*( ,11( I Nf,INI I l INU D r GRAHAM BUSINESS PLAZA JOB ADDRESS: 2111 PALOMAR AIRPORT ROAD 1200 ELM AVENUE HOPE CONSULTING GROUP CARLSBAD, CA CARLSBAD, CA 92008 ATKINSON, JOHNSON& SPURRIER, NH GOLDEN CONSTRUCTION COMPANY ENGINEER William J DeBerry, R.C.E. t3445 / rH ChapMan, R CE CITY OF CARLbBAD TESTING ENGINEERS-SAN DIEGO REPORT NO; 11222 DATE: 10/12/ ,IWUCi '3rH I FTEJ I) 1NPI T11)N r( F) C) P c'r M -L............ 49 1 0/4/83 InterMit -tent visual. inspection was pr+'or Med of'juin-t preparation and weld :Lnq by certified opera -tors using AWS e:l.ctr'cls E7010 we:icer; aict c 'ti.P:i.c:ate nuMl:er ; Not l(nown , -- i.nspe(::'E-(-J t:rc:?v:i.ous:Ly we).ded precast ;off:i.t and exter:i.orpane:l.s at - . !ndfi.y €?:1.cvatior1 line's 1, 5 AandD. - T h e { oi ow tncj d J. '. rp n ci e s wet no td - J nr orp let e wor 1< tianh p per ,spec:ifications section 512U 6--F. Weld's not cleaneçl_ and ready - -for, :Ln3pec: ti. on .I:rI;f':L::i.t welt:l length, at random diagonal braces, - Insufficient size welds forpiatcs Marked :11:9 :11:9 p].ates wel...Jed :i.n shop..and cut loose iri _Ne:I.cL no -t rewelded at randOM J. oca.t :1. on's . - Welds are, to be c leaned and we1d added where necessary _pr:i.o?' .(.. inspect:i.on . l:efeisnc:€ details E ) _G and L. on sc-et3?L and 1 on 6.' -. -. n•iiê, ,,, . . EMP* ,.., IPECTOR'S NAME -- . - - 10/4/83 300 Lewis E Goetz - :rABK , , • . tT Iui:;r is K4 •...,_j::'i_ HR 13 TASKt, * , ,,DT - - :3230 4.0 - -=---- - Met with Larry Tu :i:i o fDesiçjn Cast Westtodisc: weld j. n. o:f. - ,precast :,on(::rete 1 ::.J. a_pan?'s. I)eiçjn_C Wewi:I.l -- -- f ur, reiii spec: t ion . Co rrec:t iv e Measures, :1+1 _req u ir cci, wi 1].be,ta keII -. a-fter ins:ect j. on. . ._ - . - - - - - - - .- - _ - - , - - - - - --- -=-- '-------=— --t_- =-=- - -------------------- _:, •. ,.. _ - - DAT I EM 11 I N3PI ( TOI ' c3,NnM1 - 1O/3/U 86' Mn hapi Wei]r - -- - - - - -- TASI<# k, WT HRJ TA 0T -II rASK-IL , ,, HR 3 y'-----------= - :30 - - - - - ----- -- --- ------------------------- ------ 9- \\ --- 11T - - -------.--- - .- --- .- --- -- .- '-•-- ------------------------ --- "- ___________________________________ TESTING ENGINEERS....SAN DIEGO 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 JOB NO: CITY OF CARUBAD .. - DISTRIBUTED TO,. JOB NAME: GRAHAM INTERNATIONAL II . . R J WOJCIK ENGINEERING IEPT GRAHAM BUSINESS PLAZA JOB ADDR SS: 2111 PALOMAR AIRPORT ROAD - 1200 EL.M AVENUE HOPE CONSULTING -GROUP CARLSBAD, CA CARL..SEAD, CA 92008 ATKINSON, JOHNSON & SP.URRIER, - NH GOLDEN CONSTRUCTION COMPANY ENGINEER: Wiluiat, J. DeBerry, R.C.E. *34545 / T.H.ChapMan,R.C.E. CITY CT CARISBAD TESTING ENGINEERS-SAN DIEGO REPORT NO 11287 _ DATE 10/19/83 STRUCTUAL. riEEL. ASSEMI3I...Y IN3PECTIQN REPORT - - - Perti:it 3--149. •-- - - --- - - . - - .-- .-- - - ------ Rc.c:eived the following iris .tru(:t:on!) -I'ror the ru(::tur'al ei-ig:iner . :1) The ue of 2" x 3'-' x 1/4" tube sel $tock:LnpJ.aceo-F steel.., as sh own L :i.n De:lçjn Cast West z deta :L 1. 1 . heet S is .............- acc::eptab].e. -- . - -=--._-• ---.--.------ - ------------ -- - . -. 2) Al]. .other welc:s to be s.shown on approved shop. chancjes shall be resubmitted for_approval.. - :I:nspec:-td acc:i.t lanai finished welds of s-P1i-t and s:i].l pi'ec:ast - conc:rete_ fascia panels, cleaned and viade. acc:ess:i.t:1e by. -. contractor. - Additional weld-ing will be required at angle connec:1-:ton at s o-N:L -t and at si.:Ll connectL cj/adjust:s.ngp1ates as noted in previous reports ta.i:onforto plans, DATE3.........iP:, . :tNPEcToR's NAME -• ,..- - - - - 10/11/(33. 8625 - Michael. A. Wei ier.... - - TASK*.... ...RT 11Ffl3 To' 31< . . .. OT HRS..TASI<L,. . . DI. HRSIA. 3230 .2.0. -.----. -- ---------rf - - -- - ----t--.: =--,-; ... •-- . . - ---- .-- - -_- . _- - -- - - - ---•-- --,' -- - ---------. -,- ---_ ------,--- - -- - -- •4 _ _-- -_ ___ - ------------------------------ -- - - 4--- ----- -----.-.- - TITTic I: EL) c'. 1IFf0 I Testing Engineers—San Diego 3467 KurtzStreet, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 JOB NO: 1763 - CITY OF CARLSBAD DISTRIBUTED TO: JOB NAME: INTERNATIONAL -GRAHAM II R J WOJCIK, ENGINEERING DEPT GRAHAM BUSINESS PLAZA - JOB ADDRESS: 2111 PALOMAR AIRPORT ROAD 1200 ELM AVENUE HE CONSULTING GROUP - CARLSBAD, CA CARL SItAD, CA 92000 ATKINSON, JOHNSON & SPURRIER, - tiN GOLDEN CONSTRUCTION COMPANY ENGINEER:' William J.DeBerry, R.C.E.t34545/ T.H.ChapNan, R,C,E. CITY OF CARLSBAD - - TESTING ENGINEERS-SAN DIEGO REPORT NO: 11205 : DATE: 09/30/83 3rRUc'T ISTEEL FIEL D INSPECTION REPORT - Fler mit 83"147 9/27/83 in spec tl fin i'hed welds of precast facia panels to sir (IC tua I • steel. fraMing members, The wor 1< inspected. c omplies with the approved plans and the Uniform Building Code. - -- E. xcep t ions I Soffit panels at I in es 1 between B and C, 5 be tween B and C, A between 2 and 4 and D between 2 and 4 not -accessible- for inspection due to obstructions. 2. ShiMs between 2nd floor - closure angle and soffit at adjusting bolt as shown in detail T/S-6 not welded. Awaiting instructions from structural engineer regarding shim - welc:Iing. - - 9/30/83 • nspeced finished, welds of precast concrete facia panls at window sills. E xcepti o n s 1 Horizontal welds at sill adjusting/connecting plates are of inadequate size in several locations & will require rewelçling.2. Structural engineer has requested that further - - effort be Made to check the finished welds in the limited access area of soffit panels. - -- - DATES , EMPO. INSPECTOR'S 8625 Michael NAME -- - 9/271 30/83 Weiler -- - - TASK* - RT HRS TAC3KI T HR'3 rASK l DT IRS - 3230 .- '- '= ----------------------- 6.0 = -: _==-=== ,': --_ - -='---'"-=- =-- -- -=-. - t_=. - - -. - =--'=- - =--= ---------------=-•=- -_= -'=-'--- - - ---------=-- - --------------------- - - - - ------------------4- '---------------------- - -=---- =,--t - __ -- = _, t- -=4-; - -• - - , TESTING ENGINEERS--SAN DIEGO 1 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: 1763 CITY [IF CARLSBAD DISTRIBUTED TO: JOB NAME GRAHAM INTERNATIONAL H R I (40J ( K , I Nt, I NI L R I t1 (3, DI P r GRAHAM BUSINESS PLAZA JOB ADDRESS: 2111 PALOMAR AIRPORT ROAD 1200 ELM AvENUE: HOPE CONSULTING GROUP - CARLSBAD, CA CARI...SBAI) CA 92000 ATKINSON, JOHNSON & SPURRIER, NH GOLDEN 5CONSTRUCTION COMPANY ENGINEER: William J. DeBerry, R.C.E, *34545 / T.HChapMan, R,C.E, CITY OF CARLSBAD TESTING ENGINEERS-SAN DIEGO REPORT NO: 11319 _ DATE: 10/26/83 H'flJf ) TI F E1. I) IN'.PI f hUN REP(JRI PerMit i183--149 - i.O/18/(33 - :I:ipec:tch f:.n:.hccl correc ...ive we.icii tde oi.p r'?vti:I.y r':jc:teci curnr.::t:ions of )?'st (::on(::rete f::i;a s, of-Pit &. ;:LLi The work inslDectecl cop:Lies with, the cl. pprov_d_ pi,ms_ a nc:L the Un:iPorM Dui. Ld:Lflg C.ode. -- DATE:S ,,,,.,i::MP:I,, :h:NsPE-:c:coc's NAME _ 10/18/(33 H ir h a e I Weii v TASK1..... RI HRS TASK:I, ....OT HRS TASK:ll..... xrr IRS . %)t -v -- - -- S - -- - - - - - __ S - - - _ - - - - - _--_ .55 -5- •=•- - 55-. .- - - - 5.. -__--- __.__ _. - -= TIIINC iitiI November 8, 1983 TO;, Marty Orenyak, Building Official FROM: Brian Watson, Fire Marshal GRAHAM'INTER,NATIONAL #2 - FLEX DUCT -, Based upolti additidnal information provided by the mechanical contractor, I am willing to allow the use of Cesco CP-25 flexible ducts in the unsprinklered areas, of the building. Based upon UL listing information, the duct meets the definition of non-combustible found in UBC, Section 415, #2. In reviewing NFPA #13, governing the installation of sprinkler systems, I could find no definition for non-,combustible. In absence of any definition, I, feel it reasonable to use that contained in the building code. BRIAN WATSON Fire Marshal Enclosure , lmf. RFEC'EAVEL.- HOPE =ONSULTING GROUP DEC 2 8 c:TECs AND ENGINEERS SAN CG). CLFORNIA M. H. GOLDEN PROJZ,CT: Graham international, Inc. INSTRUCTION 8UL.ETIN NO. .12 DATE: 12-27-83 Phase II A C Project No. 07952.12 M. H. Golden Coripany Date of Contract: March, 1983 or.q.nai. Contract Completion Oats: January 10, 1994 ?.ECUESTTD BY: A/E i. Sumt ite=zed cost ouotaton. DO NOT proceed wita uorii until. approved by Owner. LIndicate cost on t.n..s ocunt. 2. f Proceed with work on a ?ne and material* bass. At conietion of work. st " itemized cost and indicate cost on tn.s aocument for approval.. Nov..±y C.O.W. at start and fini.sa of work for record puroosea. 3. D Ciarificat.cn Cnlv. Proceed on t.As basis that no' cost is involved. If COStS are anz.i=;.pateq co not proceed witn worn, but sunt itazzuzed cost quotation for approval.. 4. See attached Drawing X-13 for details of heat pump 'supports at roof deck. Note requirement to' proof load prior to proceeding with complete installation, LAN rOR PROPCSED =HANaZ4 Ccn=zacz e zor zus caanqui Tatai cost :or cais cna.nge: Calendar Days ' S__________________________________________ CZ1C) , N3 CiAC.Z) DD) LEDUC) iNO ANZ HOPE-CONSULTING GROUP By — Gerald J. Brewer - I-wject Architect cc: Michael loban, Graham International, Inc. Y.. H. Golden Cipany Paohxcio, Willis, Naü Associates (2) Atkinson, Johnson, Spurnier, Inc. CUB, FU-D, Kj. Contract. Administration 1-1ea4 T c ___________ ,- 7•1I::? co pe S w(. MT.. . - - — , — P- l -° FA kU (sav 0 liae. vh) L)T friUT RPEtQk.UL.,A2. -ro 12Z.7:4 'e.c+ '2 200 1e4J- k94' J4 91 ac-c cP' 2'4 ki5. 4 I -. • HOPE CONSULTING GROUP. ARCHITECTURE/PLANNING ENGINEERING/INTERIOR DESIGN REAL ESTATE CONSULTING & DEVELOPMENT CONSTRUCTION MANAGEMENT 40 WEST A ST1T, P0 BOX 1488 SAN DIEGO. CA 9212417I TELEPHONE 714/2135251 TELEX 90-3354677 HOPCO 3OG xr. $ lB MJMS&* I 2. • ORV(b NU&R X-l'3 £&TL !(\•• ?\ FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING iRET. PLANNING U/M WATER PLAN CHECK#: CB970004 DATE: 02/14/97 PERNIT#: CB970604 PERMIT TYPE: ITI PROJECT NAME: 2057 TI-WLLS,CEILING&MINOR ELC ADDRESS: 14 Q_k f5) LE © E II VIE CONTACT PERSON/PHONE#: MW/STEVE/PG 897-7213 In FEB 18 1997 SEWER DIST: CA WATER DIST: CA ilL ------------------------------- INSPECTED. DATE / BY: INSPECTED: 7 APPROVED DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED COMMENTS: -- QZitp 01 Carldab TO: Hope Consul ting Group LIJ APPLICANT COPY 401 We'st "A" Street_ CITY COPY 41 1200 ELM AVENUE Suite 500 CARLSBAD, CALIFORNIA 92008 PLAN CHECKER COPY San Digo, CA 92101 - cA t4- COMMERCIAL PLAN CORRECTION SHEET Plan Cleck Number83-149 Site Address 21-- Palomar Airport Rd. Owner Graham International, Inc. Building Code Applicable 1979 U.B.C. Occupant Load290 Stories '3 OccupancyB-2 UseOffice Type of Construction III-1-hour S Sprinklers: X Yes No Allowable Floor Area 72,000 Actual 3.3 ,.045 Basis for Area Increase Yards and sprinklers . 3. Remark's Essentially same as Plan Check 80-111 Date Plans Submitted We.4/20 Date Plans to Plan Checker Fr. 4/22 Date 1ritia1 Plan Check Completed Mo. 5/2 ByR. Esgate Applicant Contact - Tel. 233-5251 - FOREWORD: PLEASE READ This plan check is limited to technical requ'irements.contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations, enforced by the Building Inspection Department. . You my have other corrections based on laws and ordinances enforced by the Planning, Engineering and Fire Departments. For information -regarding those departments, please contact Mr. Carter Darnell at (714) 438-5525. The items below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c)., 1979 Uniform Building Code, the approval of the plans does not permit the violation of any. state, county or city law. Please submit two sets of corrected plans and show on this list where corrections 'were nitade i.e. sheet, detail, etc..Return' any original plans and documents that were re turned to you by the city. The above items may be returned to the City BuildingDepartrnent or to Esgil Corporation at 9320 Chesapeake Dr., Suite 122, San Digo, CA 92123, telephone (714)560-1468. 8/19/82 I - Please correct the building data section on sheet T.I. . 4' The reference Code should be the 1979 edition. Remove Fire Zone reference since fire zones were deleted in the 1979 UBC. Include a note that the building is sprinklered throughout. Provide State Energy. Conservation Compliance documentation forms. Also provide the required compliance statement on the plans. . Provide a note .on the mechanical sheets that fire dampers are required in all penetrations of fire-rated ceilings and corridor walls. Type 'D' doors opening into the one-hour corridor system show tempered glass in the adjacent window. UBC Sec. 3304(h) requires 1/4 inch wire glass. First floor doors from the rental space into the exit system shows adjacent windows. This is not permitted on the first floor extension of the exit enclosure. UBC Section 3308(c). If you have any questions, please contact Dick Esgate at (619) 560-1468. 0 0 Enclosure: Energy Info Sheet 0 77 Date: _c.9/ JurisdictionL./'( L)L 5/7 Prepared by: . .Bldg. Dept.. VALUATION AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO.93-JV BUILDING ADDRESS PHON-N6.c233 -1-9157 BUILDING OCCUPANCY - - DESIGNER PHONE___________ TYPE OF CONSTRUCTION - /:_-/'I'--CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE C46 V40 Z3 75d4.j Res. Baths (Over 3) @2,200 Res.Firep1aces(°' . @ 1,760 Air Conditioning Commercial 3/ @ 2.80 77" - Residential . _@ . 2.40 Res. or Comm. Fire Sprinklers 3'I 5.SO @ 1.50 '5 - Total Value . / 7 y/ç /3 3 * .S < )f, 73 Adjustment for State Mandated Handicapped Access Regulations . . Building Permit F e e $_JS xiTh5... -- Plan Check lee $ 3 0 4J/ $ C o ri M E 8 /4/82 . . E4GIL COR PORATION 9820 CIII APEAKI: I )i.. 'ITE 122 SAN 1)11(d0. ('A 92128 (619) .00-1404 December 14, 1983 TO: Marty Orenyak, Building Official FROM: Dick Esgate I SUBJECT: Graham International Per your request I reviewed the intent of U.M.C., Section 1005 with Gordon Clyde of I.C.B.O. I described the situation in the Graham International, where wall insulation is exposed in the air return plenum. Mr. Clyde advised that the letter of the code would require a complying membrane over the insulation. However, he did not feel it was necessary from a practical point of view. 'He said the requirement really was intended to apply to ducts where the high air velocity would cause erosion of the material. He did not feel it would be a problem in a large return air plenum, where the air velocities are slow. Mr. Clyde's comments were consistant with those of Dean Ingleman, Manager of Engineering and Technical Services for Manville Building Materials Corporation, the insulation supplier. See the enclosed letter. My recommendation is that findings be made under Section - - 106, tha the plenum as constructed meets the intent - of Section 1005, due to the large volume and slow air velocities and due- to the practical difficulties involved at this time to meet the letter of the Code. I feel this should be a one time solution to this problem a:i not a now pOlicy. Mr. Pluclo was absolutely correct 1:1 icnt.i fyi ny this cod duliciency. I feel that as December 14, 1983 Page plan checkers and as building, inspectors, we should continue to enforce the Code/as written. I also feel that when there is a practical difficulty involved, the Building Official must also look at the intent of the Code as provided for in Sections 105 and 106. I feel this is one of those situations. It still conforms I also reviewed the revised Title 24, Form 3 (see enclosed), to verify that the wall assembly without the drywall, is still in compliance with Title 24. If you have any questions, please give me a call. Dick Esgate Enclosures: Form 3 S Letter dated March 31, 1982 from Manville Letter dated December 1, 1983 from Manville / PAOLUCCIO WILLIS NAU ASSOCIATES CONFERENCE REPORT 1300 Project: Graham International Plaza Building No. 2 Subject: Plumbing Fixtures Date: 3 March 1983 Parties: Emile Plude, City of Carlsbad Lyle Willis, PWNA Distribution: Parties Hope Consulting Group RESUME The requirements for plumbing fixtures in public buildings were reviewed and the following data discussed: The project is a three-story office building, Group B occupancy, with a total area of 35,000 SF. Approximately 27,000 SF is available for leased office space, and the remaining area is allocated for eleva- tors, lobbies, corridors and storage. The requirement governing the number of plumbing fixtures is based on the occupancy load of the building as defined in the Uniform Building Code and Appendix C of the Uniform Plumbing Code. Based on the data indicated above, the number of water closets, lava- tories, and urinals required is as follows. Mr. Plude noted that this data is preliminary and subject to City review of drawings and specifi- cations.. Water ClOsets: Male: 5 standard WC plus 1 handicapped WC required Femàlé: 5 standard WC plus 1 handicapped WC required Urinals: Male: 3 required Lavatories: Male: 3 required . Female: 3 required NEXT ACTION 1. PWNA will transmit data to Hope Consulting Group. LEW:rm 9 March 1983 CIVIL MECHANICAL ELECTRICAL ENGINEERS . 7175 CONSTRUCTION COURT SAN DIEGO CALIFORNIA 92121 (714) 578-5910 PAOLUCCIO WILLIS NAU ASSOCIATES CONFERENCE REPORT 1300 Project: Graham International Plaza Building No. 2 Subject: Carlsbad City Code Requirements Date: 14 March 1983 Parties: Emile Plude, City of Carlsbad Lyle Willis, PWNA Distribution: Parties Hope Consulting Group RESUME The requirements for roof-mounted equipment were reviewed. The City of Carlsbad has adopted a policy which requires that piping and ductwork for roof-mounted equipment be concealed. Connections to exposed equipment mounted on the roof must be made by penetrating the roof directly below or adjacent to the equipment. The policy also affects building architecture requiring screening or enclosure of certain roof-mounted equipment. NEXT ACTION Mr. Plude will forward a copy of the adopted policy paper to PWNA. PWNAwilltransmjt and review data with Hope Consulting Group. LEW:rm - FIRST CLASS MAIL . 15 March 1983 CIVIL MECHANICAL ELECTRICAL ENGINEERS 7175 CONSTRUCTION COURT SAN DIEGO CALIFORNIA 92121 (714) 578-5910 __ dY __ SE JNNECTION:4 ;4414 DRIVEWAY LOCATION(S) GRADING I ERMH / EASEMENTS ThRAINAGE l___- LEGAL' DESCRIPTION:: -• ____ - AdDjTI ONALbOMMNT : -____ •2 - __ok 9c(f2PO_FQ -IF ENG -E -IN INSPE?t~ Q D ON FINAL CHECK 3N, -1 '4 QK'TO ISSUE,: DATE- jr I •_-( / .. -_ : •t'ttOi4 .I 4- IF TI1fS ITEM IS NOT CHECKED , BUILDING DEPARTMENT WI LL. MAKE '-+'YNAL INSPECTION. tJ - PUBLIC\FACH.ITIES FEE:•_____ / £ iftLEWERB1ELJNLURJiWL12LSi-iEEJ BiU LFEFRThEft[ DUA :C E y BUILDING ADDRESS: A.P.N: '-/3 - ELINN i JIM Ri[i1EWi ZONE: SCHOOL FEES: ENCINITAS CARLSBAD UNITS REQ'D: % COVERAGE ALLOWED: PAPKING SPACES RFQ'D: UILDING HEIGHT REQ'D: ONT .SETBACK OWED: POVIDED: ?\ INTRUSIONS: 01 SAN DIEGUITO SAN MARCUS PROVIDED: PROVIDED: PROVIDED: PROVIDED:' SIDE SETBACK REAR SETBACMEW —. • 1• -\ ft RE-DEVELOPMENT APPROVAL REQ'D: I LANDSCAPE IRRIGATION Pj_Giv ENVIRNL PROTECTION REQ: t c4Z V ADD I I O1CtM r (Lo /\-VLj OK TO ISSUE: E 1 -' R., . W: IMPROVE?v1 FORM 1 Poo. F Y _4i j778 BUILDING DATA FORM BUILDING ENVELOPE COMPLIANCE PROJECT TITLE: GRAHAM BUILDING #2 LOCATION: CARLSBAD PROJECT DESIGNER: . . SITE DESCRIPTION Location Code Number (from Table 2. of Appendix 1) 70.00 - Latitude 33.00 Degree Days-heating (from Table 2 of Appendix 1) 1,952.00 SF, Solar Factor(frorn Fig 4.1.17 or Table App.1) 122.60 Delta 1, ASHRAE design temp - 78 degrees (from Table 2 of Appendix 1) .. . 5'. 6.00 BLDG. DESCRIPTION Occupancy Type Code Number (from Appendix, 1) .6. 54.00 Gross heated floor area, sq.ft. 34,550.00 Number of floors 3.00 Ground Floor Perimeter, ft. 420.00 Longest' diagonal dimension at ground floor, ft. 150.00 Height, ft. . . 11.. . 36.00 Wall Surface Area opaque wall 9,012.00 window-sunlit 4,005.00 window-north shade 13.1 1,561.00 door 0.00 Total Aow 14,578.00 Heat Transfer Coefficients (see Section 4..1.8)* winter Uwall 0.080 (heating) Uwindow " 1.100 Udoor 0.000 summer Uw 0.080•. . (cooling) U 1.060 Udoor 0.000 Shading coefficient of glass * . . SC 0.450 Weight of Wall Construction, lb/ft2 * W 17.000 Mass Correction Factor (from Fig 4.1.16) * MCF 1.000 . Equivalent Temperature Difference TDeq 44.000. ROOF Surface Areas Aopaque roof 11,875.00 Askylight 0.00 Total Aor (26+27) 11,875.00 %skylights (26/27) 0.00 Enter the difference between line 27 and 5% of line 28, whichever is greater 0.00 Enter the sum of line 26 and line 30 11,875.00 Heat Transfer Coefficients (See Section 4.1.8)* winter Uroof 32. 0.042 • (heating) . Uskylight 33• 0.000 summer Ur .34. 0.042 . • (cooling) Us 0.000. Shading Coefficient of skylight SCs 0.000 Mass Coefficient (from Fig 4.1.16) * Mc 0.920 Absorptance : Ac .38. 0.790 Floor . Floor Area over unheated space Aof 0. U-value for floor * Uof 0.000 HEATING DESIGN CRITERION Standard Uow (from Fig 4.1.2) 0.431 Standard Uor (from Fig 4.1.3) . 0.100 Standard Uof (from Fig 4.1.4) • 0.254 Maximum allowable Uo (from Fig. 4.1.1) . 0.282 Propos.ed.Uow (from Fig. 4.1.7) • 47. .0.469 Proposed Uor (from Fig.. 4.1.10) 0.042 Proposed Uof (from line 40) . 0.000 Proposed Uo. (from Fig. 4.1.1) . • . 0.278 Line 50 must. not exceed line 46 COOLING DESIGN CRITERION Standard OTTVw (from Fig. 4.1.15) 31.500 Standard OTTVr (41 x line 44) . 52. • 4.100 Standard OTTV (from Fig. 4.1.13) 19.200 Proposed OTVw (from Fig. 4.1.14) 21.207 Proposed OTTVr (from Fig. 4.1.14) 1.252 Proposed OTTV (from Fig. 4.1.13) 12.249 Line 56 must not exceed line 53 * Represents weighted averages Form 2 Documented by Date _______ Checked by Date______ Wall Wall Type 1 Weight of wall construction, lb/ft2 (see Sec. 4.1.8) Heat Transfer Coefficient (see Sec. 4.1.8) ISurface Areas (attach sheets to document any additional compass orientations) S Wall Type 2 Weight of wall construction, lb/ft2 Heat Transfer Coefficient Surface Areas (Attach sheets to document any additional compass orientations) Wi 1 - U12 Orientation 3 Area 4 Orientation 5 Area 6 7 7 Orientation 7 Area 8 Iai?i. Orientation 9 Area 10 w2 u212 -018 Orientation 13 1J Area 14 JS '11 Orientation 15 _____________ Area 16 Orientation 17 Area 18 ISIdI Orientation IS Area 20 I14- Wall Type 3 Weight of wall eonstruction lb/ft2 Heat Transfer Coefficient Surface Areas (Attach sheets to document any adiionál compass orientations) S W321 U322. Orientation 23 Area 24 Orientation 25 Area 26 I Orientation 27 Area 28 / Orientation 29 / Area 30/ MATERIALS DATA FORM - BUILDING ENVELOPE COMPLIANCE Page 2 of Form 2 PROJECT TITLE Wall Type 4 Weight of wall construction, lb/ft2 W4 31 Surface Areas (Attach sheets to document any additional U4 32 compass orientations) . . Orientation 33 Area 34 Orientation 35 . . . . Area 36 1° Orientation 37 /1 Area Orientation 39 39 / Area 40/ Glass Type 1 Shading coefficient (f róm Table 3 of Appendix 1 or mfrs. data).. 41 __610 ________ Heat Transfer Coefficient (from mfrs. data) . . 42 / Surface Areas (Attach sheets to document any additional Orientation 43 lU compass orientations) : . Area 44 AWD 5(11 Orientation 45 ____________ Area 46 Orientation 47 Area 48 Orientation 49 Area 50 _________ Glass Type 2 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) 51 3G' Heat Transfer Coefficient (from mfrs. data) 52° 1''& Surface Areas (Attach sheets. to document any additional Orientation 53 compass orientations) ° Area 54 40M_ ''<' Orientation 55 ____________ Area 56 Orientation 57 .3 Area 58 /000 Orientation 59 't1 Area 60 7(oa Glass Type 3 Shading coefficient (from Table 3 of Appendix 1 or mfrs..data) 61 Heat Transfer Coefficient (from mfrs.data) 62 - Surface Areas (Attach sheets to document any additional Orientation 63 compass orientations) . 0 - Area 64 0 Orientation 65 ./ Area 66 / Orientation 67 / 0 0 Area 68 Orientation 69 Area 70 Page 3 of Form 2 Glass Type 4 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) 71 Heat Transfer Coefficient (from mfrs. data) 72 Surface Areas (Attach sheets to document any additional Orientation 73 compass orientations). Area 74 Orientation 75 Area 76 / Orientation 77 Area 78 / Orientation 79 Area 80 Roof Roof Type l Weight of roof construction, lb/ft2 (see Section 4.1.8) Heat Transfer Coefficient (see Section 4.1.8) Surface Area (Attach sheets to document any additional roof types) Skylight Area 81 82 .04- 83 !175 84 - Floor Skylight Shading Coefficient (from Table 3 of Appendix 1) Skylight Heat Transfer Coefficient (U-value) Floor Type 1 (floors over non-air conditiOned spaces only) Weight of floor construction, lb/ft2 (see Section 4.1.8) Heat Transfer Coefficient (see Section 4.1.8) Surface Area (attach sheets to document any additional floor types) 85 86 87, 88 89 - Doors Surface Area 90 -. Heat Transfer Coefficient (U-value, see Table 4 of Appendix 1) 91 HETTRANSFERCOCFICIENT Form 3 : PROPOSED CONSTRUCTION ASSEMBLY :r). Documented by h ProjectTitle Location c---- . Date / ojict Otcksdby Data List of Construction Components R 2 0 3• " L..WCOr.)C. ):' >• 4. o 5. °' T 7. Inside Surface Air Film cooling heating Sketch of Construction Assembly WEIGHT: lb/ft2 Check one: Wall - Roof Floor -- Outside Surface Air Film cooling heating Total Resistance Rt cooling heating U-Value (I/Re) • 0 cooling heating HEAT TRANSF ER COEFFIC[ENT Form 3 PROPOSED CONSTRUCTION ASSEMBLY . - j Project Tie. Documented by - Location Ci'-yRA-4 Date Proj.ct.Duer Chocked by - . •• . . . Data __ ____57 List of Construction Components R 1A, LUNNUH PL I KI ILQ . •• L.—" . . 3 '9%' G D .. HLtDa ¶L. I 8.. Inside Surface Air Film '—) '• cooling heating Sketch of Constn.jction Assembly .1 7 . WEIGHT: D O lb/ft2 Outside Surface Air Film • cooling • heating • Check one: • • Total Resistance Rt • 1 '2 . 4i / . I • cooling, heating • Wall - Roof —. U.Value.(l/Rt) • • ••• 0 • cooling ' hearing Floor HEAT TRANSFER COEFFICIENT Form 3 : PROPOSED CONSTRUCTION ASSEMBLY Proj.ctTs • Documentedy LOcit1OA j Project Designer ________________________ Chocked by Data List of Construction Ciponents R i. IL.LJ. cO. 4LE/Ff 2. 50LTIOkI . lK1II)E 5 •- • ••• l_dH - • Inside Surface Air Film • cooling heating Sketch of Construction Assembly • Outside Surface Air Film ' 'Z. 7 WEIGHT: J XJ lb/ft2 cooling heating Check one: Total Resistance R \'.3•3 ______ • cooling heating Wall • • • Roof - U-Value (liRt) • cooling heating Floor .__ DOCUMENTATION FORM Form 4 HVAC SYSTEMS COMPLIANCE (Complete for each system) (Rev. 1 5/78) Project Title 2. £ Documented by LEi Location 403 Date________ Project Designer P(_AJ4 Checked by_________ Date 7 61 ______ DESIGN CONDITIONS Building occupancy type (Table 1 of Appendix I) ........ 54 Project Latitude (Table 2 of Appendix I) ..............___________ Heating Degree Days (Table 2 of Appendix I) ............I 7'Z HEATING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, Winter .................°F Indoor Design Temperature ....................... .7Z Outdoor Air ..................................5rx' 0. CFM Heat Loss From Outdoor Air ...................... ./77OO Btu/Hr. Temperature of adjacent unheated spaces................ °F Transmission Heating Losses .......................2 / 1 10 Btu/Hr. Infiltration Air ................................ CFM Heat Loss From Infiltration......................... Btu/Hr. Verltilation Air ................................. CFM Heat Loss From Ventilation ...................... . Btu/Hr. Outdoor Air for Special Processes....................- CFM Heat Loss From Process Air........................: Btu/Hr. Other Heat Losses (describe) ....................... Btu/Hr. Total Heat Losses .............................. _______ Btu/Hr. COOLING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, summer, dry bulb ..........4. °F Outdoor Design Temperature, summer, wet bulb ........... OF Indoor Design Temperature, summer, dry bulb ...........7. OF Indoor Design Temperature, summer, wet bulb ............'Z °F Transmission Heat Gain ..........................//Z(.'i.7 Btu/Hr. Infiltration Air ............................... CFM Heat Gain From Infiltration ...................... 81u/Hr. Outdoor Air for Special Processes....................- CFM Heat Gain for Process Air . . ....................... ____________ Btu/Hr. Solar Heat Gain Through Windows, etc................. O 8tu/Hr. Heat Gain From Lights, Equipment, People, etc ...........74's '337 Btu/Hr. Heat Gain From Other Sources ......................Btu/Hr. Outdoor Air: Fixed Minimum Type System CFM Per Person (Not to Exceed Tabulated Minimum Ventilation Rates) ......• I ? • CFM/Person Heat Gain From Outdoor Air ................/T4 Btu/Hr. Page 2 of Form 4 COOLING LOADDOCUMENTATION (Continued) System Utilizing Outside Air For Cooling CFM Per Person (Not to Exceed 33% of Tabulated Recommended Ventilation Rates) . CFM/Person Heat Gain From Outdoor Air ..... . ........... .- Total Cooling Load ............................. Btu/Hr. TEMPERATURE CONTROL Attach manufacturer's data or other, give specification or drawing reference which shows in detail the following inf o r m a t i o n : REFERENCE (page or sheet No.) capability to sequence heating and cooling ...... . ..................... . ........ ...M temperature control device set point limits......................................' .-4. temperature set point range between full heating and full cooling ..................... A" 4 setback and shutoff controls M . capability to terminate heating at 70°F and cooling at 78°F ........................1dfOC Indicate drawing or specification reference where the temperature controldevice requirements given below are d o c u m e n t e d . An automatic temperature control device shall be provided for: each separate HVAC system .............................................___________ . each zone .......................................................... M 7 4 SIMULTANEOUS HEATING AND COOLING The following requirements apply to the use of new energy and need not be complied with when recovered energy is u s e d t o control temperature. In each case, when resetting hot and cold deck temperatures, one representative zone may be chosen to represen t n o m o r e than ten zones with similar heating or cooling requirements. Concurrent operation of independent heating and cooling systems serving common spaces must provide either o r b o t h o f t h e controls given below. List reference specification page or drawing number where control requirements can be verified. REFERENCE Sequential temperature control of heating and cooling systems ........... ... ........ Automatic reset of heating temperature, to limit energy input only to that level to offset heat loss due to transmission and infiltration .........................* Reheat systems - give reference specifications page or drawing number which will show compliance with the following when reheating 20% or more of the total air in the system. When serving multiple zones, controls must automatically reset the co!d air supply to the highest temperature level of the zone requiring the most cooling ...........____________ Single zone reheat systems shall be controlled to sequence heating and cooling Page 3 of Form 4 Dual-duct or multizone systems - give reference specifications page or drawing number which will show compliance with the following: REFERENCE Hot deck temperature - must be automatically reset to the lowest temperature necessary to satisfy the zone requiring the most heating Cold deck temperature - must be automatically reset to the highest temperature necessary to satisfy the zone requiring the most cooling .................._____________ Recooling systems - give reference specifications page or drawing number which shows compliance with the following if recooling 20% or more of the-total air, in the system. Controls must. automatically reset the temperature of heated supply air to the. lowest temperature necessary to satisfy the zone requiring the most heating................... HVAC SYSTEM RESTRICTIONS & SPECIAL REQUIREMENTS Several HVAC System types have special requirements or restrictions. In this section, the type of system used in the design must be listed and any special restrictions given here-referenced to show compliance. Supply references to proper specifi- cations page or drawing numbers. Type HVAC' Systems Used - List type of system to be used here (include all systems for heating or cooling in the building) include reference for specifications for each system. PL)iWL- - t-y II4. 3. /C47 00T COOLIG ¶)ER o S .i S&-r , M - .. .. . • Constant volume reheat system - when serving both interior and exterior zones - separate cooling coils are required if the exterior zone exceeds 20% of the total air quantity through the cooling coil. • REFERENCE . Page 4 of Form 4 DUAL DUCT AND MULTIZONE SYSTEMS Constant volume duct or multizone systems which utilize new energy to simultaneously heat and cool air streams which are subsequently mixed for temperature control are prohibited for buildings larger than 20,000 square feet of conditioned space. If used, the air leakage for dampers utilized for the mixing of heating and cooling air shall be limited to a maximum leakage of 3% of the total air quantity handled by the dampers when operating at the maximum system pressure to which the dampers will be subjected. Manufacturer's label or nameplate shall state leakage rates. REFERENCE - .t'Ii4, Economizer Cycle -, For each cooling fan system, for-other than dual-duct or multizone systems, which serve zones having total cooling capacity greater than 134,000 Btu/hr or more than 5,000 CFM must have an economizer cycle unless one of the exceptions allowed isclaimed. - - - REFERENCE - Electric Resistance Heating Systems - These systems shall not be used unless the total installed electric resistance heat does - not exceed 10% (ten percent) of the annual heating energy. requ ire ment or a life cycle cost analysis, Form 8 (see Section 4.2 of this manual) shows an alternate system life cycle cost exceeds that of the electric resistance system. Give reference if less than 10% or include Form 8 if calculating life cycle cost. - NAr REFERENCE ___________________ MECHANICAL AND GRAVITY VENTILATION - - Mechanical ventilation - Dampers which are automatically interlocked and closed on fan shutdown are required. - - - - - . REFERENCE ;cH-T' M -2- - - Gravity Ventilators Either automatic or readily-accessible manually operated dampers must be provided for all openings - - to the outside with the exception of combustion air openings. - - - REFERENCE r Mt-Or - POWER CONSUMPTION IN FANS - - - REFERENCE Constant volume system - - Total Supply Air Quantity ..............................................9::o CFM Total Pressure of Supply Fan ....................... . .................... ______1,0 _______ Inches Water Total Supply Air Quantity Adjusted for Process Loads ........; ..................... CFM - Total Gross FloorArea... (G?"Q. <-')..................... ________ sq. Ft. Net Fan Performance Index (FPl)........................................../' Variable volume system Total Supply Air Quantity at Maximum Flow ............ ......................- Total Pressure of Supply Fan at Maximum Flow .............................. Inches Water Total Gross Floor Area ................................................ Sq. Ft. Fan Performance index at Maximum Flow (FPlm) ............................... .- — - CFM Variable Volume Adjustment Constant ..................................... Adjusted Fan Performance Index, FPla ....................................... -, Page of Form 4 PIPING AND DUCT INSULATION AND DUCT CONSTRUCTION References to the piping insulation, duct insulation and duct construction requirements presented in Section 4.2 of the Energy Conservation Design Manual, must be given below: . . . REFERENCE DOCUMENTATION FORM Form 5 BUILDING LIGHTING COMPLIANCE - ôSSsô Project Title N AT1O/\1 E.W14 Documented by OFF-LC-L. PA..CtLtT'r' Location QLEP) Ci ( 18403 Data______ Project Designer ..T ii. * Checked by__________ 0 CA Date - Room Room RCR Task Areas Note S. Ft. No. sq. Ft. Total Watts Allotted Design ri,, , , ritiI Thr (re- /Task So Ft. /So. Ft. Watts Watts lot ( 0J5+ ° I SLav__ SIE 104 55 54- 5-LE\,/ _A • ___ 55 l4 77 __ 4- + EEI • • H- 4- 11L __ ___: • ___ __ l. I3 12-0 __ _______ 1q-' 2.5 H40 \O'2 2.0 O 00 114 14- I I Page Total DOCUMENTATION FORM & Form 6 HVAC EQUIPMENT COMPLIANCE p;• 4- _L L) flft'\ ~Z -. \V\ L0C_,+7/o,J:1 Gicaj, j' 15403 P'PDJcr f'cD tj4 References giving the specification page or drawing sheet number or manufacturer's data must be submitted to demonstrate com- pliance with Division 6 of the standards. ELECTRICALLY OPERATEDCOOLING SYSTEM EQUIPMENT ABSORPTION WATER CHILLING COOLING SYSTEM EQUIPMENT COMBUSTION HEATING EQUIPMENT (Oil and gas-fired comfort heating equipment— ELECTRICALLY OPERATED HEATING HEAT PUMPS Standard rating capacity, Btu/hr Minimum EERA Reference Heat source (check one) Direct fired (gas-oil) Indirect fired (steam-hot water) Minimum EER (COP) Reference Minimum combustion efficiency at maximum rated output Reference Minimum (COP) Reference Supplementary Heater CoitroI Reference 'Z_<CcO 7-0-7,0 000 ia z M-4- N4. M-4- 11 7 M-4 41-4 ELECTRICAL RESISTANCE SPACE REFERENCE FOR FULL-LOAD ENERGY HEATING EQUIPMENT INPUT AND OUTPUT REQUIREMENT FOR MAINTENANCE FOR MANUFACTURER'S MAINTENANCE AND, FULL AND PARTIAL CAPACITY AND STAND-BY INPUT(S) AND OUTPUT(S) SPECIFICATIONIREFERENCE BUILDING DATA FORM. BUILDING SERVICE WATER HEATING COMPLIANCE (Refer to Chapter 4.4 of the Energy Conservation Design Manual) Form 7 (Rev. 1 5/78) E. Documented By PROJECT TITLE cl*ffm~i øLIt # Date_______ Location \ Project Designer____________________________ . Checked By _________________________ bate OF SERVICE WATER HEATING SYSTEM DESCRIPTION Energy Source Type - Record 1 if gas. 2 if electric, 3 if oil, 4 if other ........................1 1 Occupants (Use Table 1 of Appendix 1)..................2 . I Sq.Ft./Occupant Number of Occupants in Perimeter Zone .........Weekdays 3 ' Weekends and Holidays 4 Number of Occupants in Core Zone .............Weekdays 5 Weekends and Holidays 6 - hrs. Occupancy (hours of use per day) ............... Weekdays 7 . hrs. Weekends and Holidays 8 - HW Demand Total Number of Occupants (Line 3 + Line 5)..............9 'l ' HW Demand Per Person, gal/day (From Table 1 of Appendix 5). 10 .1.0. . gal/day Total HW Demand for personal uses, gal/day (Line 9 x- Line 10) 11 115" gal/day Equipment HW Demand (attach description list) Total HW Demand for equipment requiring 140°F HW (e.g., dishwashing and laundry equipment) .................... 12 - gal/day Special equipment requirements (attach description list) ......13 _____________ gal/day. 14 OF ......15 --- gal/day OF 6 __________ Water Supply Temperature (from local utility) .............17 0 °F T for Personal HW Demand (Avg. 110° F - Line 17) .......18 _________ T for Equipment HW Demand (140'F - Line 17).........19 ___________ OF Personal Hot Water Usage, days per year ................20 . Z'& days/yr. Equipment Hot Water Usage, days per year ............... 21 ____________ days/yr. PERSONAL HOT WATER USAGE (at 1100F) 8.34 x Total HW Demand (Line 11) x Days of Use Per Year (Line 20) x T (Line 18) = Annual Energy Consumption ............22 9%0 '7Z. 7() Btu Page 2 of Form 7 EQUIPMENT HOT WATER USAGE (at 1400F) 8.34 x Total HW'Demand (Line 12) x Days of Use per year (Line 21) xT (Line 19) = Annual Energy Consumption ...........23 , Btu SPECIAL USAGE (other service temperatures) Annual Energy Use for Special Applications ..............24 - Btu For HW uses requiring' water temperatures other than. 105° F. 115°F or 140°F. determine the appropriateT and HW demand and calculate the annual energy use in the same manner as shown above. Refer to Table' 18 'of Appendix 2. Document the special uses, and corresponding calc'ula• tions on an attached sheet. , Total Building Annual Energy Use for Hot Water (Line 22 + Line 23 + Line 24)......' .25' __________ Stu SOLAR WATER HEATING CREDIT (See Form 9, Line 86) 26 . Btu - AUTOMATIC STORAGE WATER HEATERS Size: height in feet............................ .. 27 diameter in feet ,: ....28 volume in gallons . . . . '.' ............29 '7 . gal. "Energy Storage type - Record: 1 if gas, 2 if electric, ' 3'if oil, 4 if other ;...............................30 , I Record Test Methods Used .........................31 g. P,4i-* SELT for ANSI Z 21.10.3-74,, Section 2.7 (gas or oil fired) for ANSI C 72.1•72, Section 4.3.1 (elec.) for other (list below) For Electric Total surface area of the storage tank ...................32 _____________ ft2 Total watt-hours used over the test period ...............33 ' watt/firs. Duration of test period (in hours).....................34 ___________• hours Standby heat loss performance. S.....................35 ,' watts/f 12 Maximum allowable Sp...........................36 _________ watts/f,2 Line 35 muss be less than Line 36 for compliance Page 3 of Form 7 AUTOMATIC STORAGE WATER HEATERS (Continued) For Gas or Oil Fired Total gas gas or oil consumed as metered, (0) incu. ft. or gals., respectively. ................................37 / cu.tt. or gals. Gas Meter Correction Factor (CF) ( CF = 1.0 for oil-fired heaters) ......................................38 Heating Value of Gas or Oil (H) at Standard Conditions in . . . - 39 / Btu/cu. ft. Btu/cu. ft. or Btu/gallon respectively . . . . .. . . . . . ... . . . . . . . 40 j Btu/gal. Duration of Test Period, Hours (t) ....................41 / hours Volume of Storage Water in Gallons (V) .................42 / - gallons Weight of Storage Water in Pounds (W) ..................43 / pounds Average Temperature of the Stored. Water (T2) .............44 OF Average Room Temperature,. . 45 / OF Actual Standby'Heat Loss Percentage (S)................46 / Allowable Standby Loss Percentage (Smax) ..............47 1 - Line4 must be less than (Line 47 for corn iance Total Weight of Water Drained from the Tank (Wd) ........48 / lbs. Average Temperature of the Inlet Water (T1) ...............49 / °F Recovery Efficiency of Heater (Er) ....................50 ____________ % Minimum recovery efficiency........................ 51 / Line 50 must be greater than Line 51 for. compliance Combination Service Water/Space Heating Boilers Probable Maximum Demand for Service Hot Water (pmd) .... .52 - gal/hr. Fraction of the Year when the Outdoor Daily Mean Temperature is More than 64.9° F (days/365)............53 - (fraction) Total Energy Delivered to the Combination Boiler to Maintain the Stored Water Temperature at 90°F above Ambient Room Temperature During the Test Period (S) . . . . 54 - Btu/hr. Total Allowable Standby Heat Loss of a Combination - Service/Space Heating Boiler (Smax) .................55 - Btu/hr. Line 54 must be less than Line 55 for compliance The actual overall thermal resistance (R) of the tank and - its insulation (See Figure 4.4.9) .....................56 The minimum overall thermal resistance (Rmin) of the tank and its insulation ...........................57 Line 56 must be greater than Line 57 for compliance Page 4 of Form 7 TEMPERATURE CONTROLS The proposed design complies with Section T20-1522 of the Standards. Give location in the drawings, or specifications, where the required temperature controls are shown or speci- fied. (See Section 4.4.5 of the Manual) .................58 I PUMP OPERATION The circulation hot water system is arranged so that the circulating pump(s) can be automatically turned off when .L I.... :.. .,,.. ;.. ,n fhu lnrtinn in iATER HEATER MATIOMAL ::IaS1O NAT1CFL*.L- _&- ,.- 1O-year Iimited -••- mgw NOR. ri-la "r- warranty: ' -J i o=ZOMMIO)NIST .......................... i .. . '-"-;l' :-. 'representauveproc 5ample of this mdeI ias been tested in I !11L _ Top View Design Certified by A.G.A. x NATIONAL Bats 10 CONSERVATIONIST® energy saving water heater Sm Dimensions in Inches Natural Gas * Propane Gas I SUGGESTED SPECIFICATION Height Height BTIJ Gal./Hr. BTU Gal./Hr. Approx. Automatic gas water heater shall be Model Gal. Vent Plus Lees Diameter Input Recovery Input Recovery Ship. WI. National model ____________________ or Number Size Diverter! Diverter Per Hr. 100°Rise Per Hr. 100°Rise (Lbs.) an approved equal. Tank shall be glass TG-30 30 59 553/8 181/4 30,000 28.4 30.000 28.4 122 lined, internal flue design and have an- odic protection. All internal surfaces of TGL.30j 30 3" 46 3/4 431/8 201/4 30.0001 28.0 27,000 25.3 117 I the heater exposed to water shall be TG-40 I 40 3" 573/4 533/8 20 1 /4 32,500 29.6 32,500 29.6 137 glass-lined with an alkaline borosilicate TGL4101 40 3' 511/8 47 1/2 201/4 32.500 30.8 i 32,500 1 30.8 140 composition fused to steel. Heater shall T.50 50 63 3/8 561/4 201/4 44,000 40.1 40.000 36.5 165 I have a maximum working pressure of TG-65 65 565/8 53 1/4 253/8 50000 468 50,000 46.8 269 150 psi. Heater shall, be equipped with - safety controls and shall provide TG-100 100 4" 1 705/8 1 67 1 263/8 90.0001 81.0 80.000 i 72.0 367 BTU/Hr. input, burning gas. Recovery rates based on actual efficiency tests. For A.G.A. rating multiply by 0.89. Tank shall be insulated with vermin- proof glass fiber insulation. Outer jacket NOTE: To compensate for tne effects of high altitude areas above 2,000 feet, recovery capacity shall have a baked enamel finish. Units should be reduced approximately 4% for each 1.000 feet above sea level, shall be design certified by the American FITTINGS: C Inlet, D = Outlet, E Drain Valve Opening, F = Relief Valve Opening. Gas Association. 10 YEAR LIMITED WARRANTY OUTLINE If the tank should leak any time during the first 10 years, under the terms of the warranty, National will . energy eTTiciencies In new consTTO furnish a replacement heater; installation, labor, hand- tion. Provides positive energy savings throughout the ling and local delivery extra. When used commercially, actual life of the heater warranty is for 3 years. This outline is not a warranty. Ic For complete information, consult the written war- *EXTRA THICK LAYER of double density insulation ranty or National Division. S .. ..- saves energy by keeping heat in water longer and -. - rr1. ia'oc etri'4k, lre NA 10038 WEST COAST MODELS FLUE BAFFLE . scientifically designed to maximize thermal efficiency and conserve precious fuel. ENERGY SAVER THERMOSTAT shows user how to dial fuel-saving temperature setting. Safety shutoff provided. Propane models have built-in filter on thermostats. 1/2" gas connection. 'CAST IRON BURNER designed to spread flame evenly over bottom of heater for better combustion/ efficiency. LOWER PILOT BTU/H INLET reduces gas consump- tion rate; Custom designed to achieve most efficient operation and save energy. CONVENIENT RELIEF valve opening, factory in- stalled top inlet/outlet nipples for ease of installa- tion. All fittings 3/4" NPT except inlet/outlet on TG-75= 1" and TG-lOO = 1-1/4". - ©National Division, 1978 . SP1OM128 Printed in U.S.A. I tUI I'41 7 GLASS-LINED HEAVY STEEL TANK is precision engineered and built to exacting standards for quality performance; 150 psi working pressure. THERMOGARDT.M. DIP TUBE mixes water tempera- tures to supply more hot water while saving fuel and money. HIGH DENSITY ANODE provides positive protec- tion in areas where water conditions create corrosion. 5, , ie I , floth 1 cD ,: U •c C) -50 cc. PR' •• • 18403 Page / of PAOLUCCIO. CALCULATION 4it /1711 ~f -J CiY2 WILLIS NAU S ASSOCIATES CALCULATED BY DATE ' PROJECT JOB NO. /7 Page - of - PAOLUCCIO. CALCULATION Loc-.j. Lc-t7 JP WILLIS NAU • •... ASSOCIATES CALCULATED BY DATE J3/7 • PROJECT -,-.---. JOB NO. Page 3 of PAOLUCCIO CALCULATION WILLIS . . . NALI ASSOCIATES . CALCULATED BY DATE jSi95 PROJECT -*-t*1.-. ,UZ JOB NO. - CIO - - -- • : . .'Z#'' _____ . _________ ________ - : ().............ii L . L Al • (& q ........L : . .................................................................................• ;. . 4/70 . . . c5-, I ......................H cm. 4?fco (ri) () 3o q'q-o (4.-) IQ4-0 .1 (77 . : . () .. •ç7 . /Zf •..tO7°. 1,7iO /O -It 0 1.01 ,3':Z'-;-7'-7,o') :7O . . • 147 3Zrbs Page Of PAOLUCCIO CALCULATION I? - WILLIS NAU ASSOCIATES S CALCULATED BY DATE ______ PROJECT c-i----- J'o JOB NO. 10C nfslr.cft . c., ' Ft .. . s PLO: 00 I)7:0 -1 . (c). (;) ') : : 7 70.4I 3 cc) S S S 'l V17 () 10 57 0,0 C; (70) 5 .7$__•3 0 () (c ) (73) (7i) S.t spo j4i2- • .;rLr2 l42_ A.4/-. c'r;7 5 1t4!4.lZ ': MS :Z177o 4z S • ,_ 7 i?•tC O4. i-ti- -Z'O (I77)s-).t-z7.z) 4 , 9 r'T*t, Z&, ('• 3l_7 '. C 'v" 'fl Page £ of - Page 7. of PAOLUCCIO CALCULATION cI '.L) WILLIS NAU ASSOCIATES CALCULATED BY DATE /s PROJECT (A*r JOB NO. )I 3 •1 / 7i Pi U IV . x Fr / 007 Tr 10 C-S . x rr x • . I. ft . • . • 3 - 7( a - I . . ict9 c/1 ..9-C rt 7'jPe.LC 1.87 . . •. 7... •. . . !-........ . 'p /o7O 7/& - /,aQc) I! 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