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2121 PALOMAR AIRPORT RD; ; 80-111; Permit
/ APPLICATION & PERMIT USE BALL POINT PEN ONLY 1200 ELM AVENUE NO. 'JOB ADDRESS AV. ST. D RD 24.2 1\L9M 4I.PpiT 1 R9A I ' I I I I (DATE OF APPLICATION 2-19-SO eust LICENSE ____ _____ PERMIT NUMBER S TATE LICENSE -t - -. I OWNER - OWNER'S PHONE GR1HAM INE1NATIONAL INC.. ' PRIME CONT 1)?1,_h'- d4 J OWNER'S MAILING ADDRESS 135 West Mission Ave. ESCONDIDO .coNTRACTr ADDRESS CONTRACTOR'S PHONE - . . . - •. . . - - - Not Valid UnlsMachin'niff ed Th33-5251 LOT- 131 rBLOCK .T734\ I ASSESSOR'S PARCEL NO. . ' I '- I I - DESIGNER P' Architects & Engineer - . . . - -- . STATE LICENSE. 03496 DESCRIPTION OF . . . . DESIGNER'S ADDRESS 'Frank L. Hope. & Assoc. 1475 6th Ave..- S.D. DESIGNER'S PHONE. I i. thx tQ.r\.office facility_ CENSUS TRACT GP LAND USE ZONING RES. UNITS PLAN toe' PARKING-SPACE 5f . I NU I S BLDG 34,550 SQ. FT. L USE 8rpat adlilti'B-3 0CC. GP STANDARD I I PLANS 80-111 TYPE CONST OCC.LOAD iii.1 hr F. S. _________ VALUATION: $ 1,455,100.00 ''AMT, OVER 100,U 67 50 QTY. PLUMBING PERMIT AMT. (ITV. MECHANICAL PERMIT EACH FIXTURE TRAP 112. 00 . INSTALL FURN. DUCTS UP TO 100,000 BT,y,...-" 2 EACH BUILDING SEWER 10 00 EACH WATER HEATER AND/OR VENT BOILER/COMPRESSOR UPT9,,,3-Fl - EACH GAS SYSTEM 1 TO 4 OUTLETS . . 9 BOILER/COMPRESSOR4HP EACH GAS SYSTEM 5 OR MORE , - BO(LER/COMPR$8R 1630 HP EACH INSTAL.. ALTER, REPAIR WATER PIPE .. , VENTFAF9n3LEOUC'T 12 00 EACH LAWN SPRINKLER SYSTEM '- . .._- /MECH,.1AUST - HOOD/DUCTS . . . . WATER SOFTNER . - LATION OF LA FURNACE/HEATER . - BUILDING PERMIT - - 3,. , 43 . O - Issue . 3.0(III _pc Siaw1 r TOTAL PLUMBING . 125.00 CONTRACTOR . TOTAL MECHANICAL . - . 82.50 CONTRACTOR . 2 44) I . ALus4€'fftMtpd 1 15 -.00- I I . I QTY. ELECTRICAL PERMIT AMT. T:' MOBILE HOME PERMIT AMT. TOTAL PLUMBING -'1264) ' 12.•0D ELECTRICAL .'' - '482..O NEW CONST EA AMP/SWT/BKR 80 UA . 'iNING . . . ' . MECHANICAL IPH .25 - (3 PH -400.. 00 - P0 MOBILE HOME EXIST BLDG EA AMP/SWTIBKR — . SET . .. SOLAR -. I- I 1 PH .25 3 PH . RAMADA, CA S'A REMODEL/ALTER PER CIRCUIT . , FENCE OVER 6' TEMP POLE 200 AMPS . TOTAL MOBILE HOME MICO-FILM ' I ' I 23 ..0'O 1 OVER ZOUAMPS .. RU'. no TEMP OCCUPANCY (30 DAYS) - 'STRONG MOTION I loft ..V . Isi uA 2: 00 ____ TOTAL ELECTRICAL 482.00 CONTRACTOR . . " - : - TOTAL FEES PAYABLE I I - . . I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT, AND DO HEREBY CERTIFY THAT ALL INFORMATION HEREON IS TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I,ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARM- LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY INCONSEQUENCE _ OF THE GRANTING OF THIS PERMIT.~ AirPLIEANT'S 'AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER SCHOOL FEES 5'-0" DEEP AND DEMOLITION OR CONSTRUCTION OF. STRUCTURES OVER 3 STORIES IN HEIGHT AA SIGNATUH(E' OWNERC] CO~TRACTOR[] JAPPR( LICENSED CONTRACTORS DECLARATION I hereby affirm that I am licensed under provi- sions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profes- sions Code, and my license is in full force and ef- fect. OWNER-BUILDER DECLARATION Dl hereby affirm that I am exempt from the Con- tractor's License Law for the following reason (Sec. 7031 .5,Buslness and Professions Code), Any city or county which requires a permit to con- struct, alter, improve, demolish, or repair any structure, prior to Its issuance also requires the applicant for such permit to file a signed state- ment that he Is licensed pursuant to the provi- sions of the Contractor's License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged ex- emption. Any violation of Section 7031.5 by an ap- plicant for a permit subjects the applicant to a civil penalty of notmore than five hundred dollars ($500). DI, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or of- fered br sate (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that Such improvements are not intended or of- fered for Sale. If, however, the building or improve- ment is sold within one year of completion, the owner-builder will have the.burden of proving that he did not build or improve for the purpose 01 sale). l, as owner of the property, am exclusively con- tracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not ap- ply to an owner of property .ho builds or im- proves thereon, and who contracts for such pro- jects with a contractor(s) license pursuant to the contractor's License Law). I am exempt under Sec._, B. & P.C. for this reason_______________________________ Dale ______________ Owner WORKERS' COMPENSATION 0 I,ARAT b I hereby affirm that I have a car Ic t I con- sent to sell-insure, or a certi - at o Workers' Compensation Insurance, or end d copy thereof (Sec. 3800, Labor Code). POLICY NO. COMPANY OCopy is filed with the city. DCerfified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the per- mit is for one hundred dollars ($lop) or less). I certify that in the performance of the work for which this permit is issued, I shall not employ any per , in any manner so as to become subject to 0rker5' Compensation Laws 01 California. E TO APPLICANT: If, alt'r making this Cer- of Exbiption, you should become subject Yorkers' Compensation provisions of the e, you must forthwith comply with such is or this permit shalt .le deemed revoked. ¼ONSTRUCTION LENDING AGENCY ,y affirm that there is a construction len- ,,,cy for lhe.performance of the work for .IR -'Orrnit iS iss,ierllSer,. 3097. Civil Code). APPLIcANT TO FILL IN INFOR- (7.pi4) 438-5525 MATI914 WITHIN RED LINES. a LU U) z SITE L ADDRESS: . . - - OWNER: PERMIT-NO: _INSPECTION DATE- 1NSPEC-'TOR ---.. - ----------------- -----------------"- _00•••• FIELP!NSPECTIONRECqRD INSPECTORS NOES - - WOOD FLOOR - 0 -. - 0 0 - 000• .00 FOUNDATIONS FORMS -SETBACK *TOILET -' UNDER FLOOR PLUMBING . _______ 0 0 --. 0 - - .. - 0 • - - - UNDER FLOOR HEATING OK TO INSTALL SUB FLOOR SLAB FLOOR UNDER SLAB PLUMBING 0 FOOTING . FORMS . SETBACK .TOILET . .t . 0• - . . . - OK TO POUR CONCRETE ___________________________________ _______ _____________ FRAME - 0 0-0 .. ••00 - 000 ROUGH ELECTRICAL ROUGH PLUMBING ROUGH HEATING/VENTILATING FRAME OK • PLACE INSULATION INSULATION OK • PLACE WALLBOARD WALLBOARD OK. PLACE TAPE . . - - 0 - - - - EXTERIOR LATH OK. PLACE STUCCO FIREPLACE DAMPER & STEEL PLATE TIES/HEIGHT OF-CHIMNEY OTHER TEMP POWER,(OLE) SEWER -. :- - 0 - - 0 ,/' . . . GAS TEST . 0 • - . - . 0 - -, - . 00 - SWIM POOL • STEEL BONDING - PRE DECK FENCE PREPLASTER SHOWN . FRAME - sPAN FINAL INSPBYBLDG DEPT -- OTHER.D.EPT!SREQ COMPLETED ELECMETER-PERM-TEMF fl -._-...(.__. - 0 - • 0 . .: ....- . 0 - GAS METER-PERM--TEMP CErn OF OCCUPANCY ISSUED -- / IO, CITY OF CARLSBAD—BUILDING DEPARTMENT APPLICATION & PERMIT APPLICANT TO FILL IN INFOR- USE BALL POINT PEN ONLY 1200 ELM AVENUE (714) 438-5525 MATION WITHIN RED LINES. NO 3 ç4.7)1 4,, JOB ADDRESS Al ST.1Dr/,7LICATION RD I I_- _ ' Bus. LICENSE PERMIT NUMBER _____ HER S PHONE PRIMWCO , TRACT OWNER _ STATE LICErhE OWNER'S MAILING A DRESS (3 çq) IS ON L?3 LOCK aU/11, I ESCRIPTION OF CONTRACTOR'S ADDRESS 4 2A ,O ASSESSOR'S PARCEL NO. DESIGNER - I I I I I I DESIGNER'S ADDRESS • CONTRACTOR'S PHONE - DESIGNER'S PHONE I I .., Not Valid Unless Machine Certified -- - STATE LICENSE • CENSUS TRACT GP LAND USE ZONING RES. UNITS PARKING SPACE NUMBER OF STORIES BLDG SQ. FT. BLDG USE 0CC. GP STANDARD PLAN S PLAN ID S TYPE CONST 0CC. LOAD 1 14t UTY, PLUMBING PERMIT - AMT, ciTY. MECHANICAL PERMIT AMT, EACH FIXTURE TRAP - INSTALL FURN. DUCTS UP TO 100,000 BTU . EACH BUILDING SEWER . ' OVER 100.000 BTU - EACH WATER HEATER AND/OR VENT , BOILER/COMPRESSOR UP TO 3 HP . - EACH GAS SYSTEM 1 TO 4 OUTLETS -. BOILER/COMPRESSOR 3-15 HP EACH GAS SYSTEM 5 OR MORE . BOILER/COMPRESSOR 16-30 HP I EACH INSTAL., ALTER, REPAIR WATER PIPE . VENT FAN SINGLE DUCT EACH LAWN SPRINKLER SYSTEM . MECH EXHAUST - HOOD/DUCTS - WATER SOFTNER - RELOCATION OF EA FURNACE/HEATER . . %UILDING PERMIT - . SIGN PERMIT TOTAL PLUMBING - CONTRACTOR . - TOTAL MECHANICAL CONTRACTOR PLAN CHECK I - ALL INCLUSIVE PERMIT ary. ELECTRICAL PERMIT AMT. ci MOBILE HOME PERMIT AMT. TOTAL PLUMBING I I ELECTRICAL NEW CONST EA AMP/SWT/BKR , AWNING ' • MECHANICAL " • I I .... 1 PH 25 3 PH . PORCH . , -. MOBILE HOME I I • I EXIST BLDG EA AMP/SWT/BKR . SET-UP - ' , " SOLAR 1 PH .25 3 PH RAMADA, CABANA REMODEL/ALTER PER CIRCUIT . FENCE OVER 6' TEMP POLE 200 AMPS . TOTAL MOBILE HOME ' . , MICO-FILM. I I I I - OVER 200AMPS TEMP OCCUPANCY (30DAYS) . - . ' __________________________________ I ' I I • I TOTALELECTRICAL - TO TAIL FEES PAYABLE I - 01 CONTRACTOR I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT, AND DO HEREBY CERTIFY THAT ALL INFORMATION HEREON IS TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUEOTO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I.ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARM- LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. 'AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER 5'-0" DEEP AND DEMOLITION OR CONSTRUCTION OF STRUCTURES OVER 3 STORIES IN HEIGHT - - -. OWNERD CONTRACTOR[] AGENT"( BY PHONE 0 APP LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provi- sions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profes- sions Code, and my license Is in full force and ef- fect. OWNER-BUILDER DECLARATION DI hereby affirm that I am exempt from the Con- tractor's License Law for the following reason- (Sec. 7031.5 Business and Professions Code), Any city or county which requires a permit to con- I, alter, Improve, demolish, or repair any struc ruc ture, prior to its Issuance also requires the applicant for such permit to file a signed state- ment that he is licensed pursuant to the provi- sions of the Contractor's License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged ex- emption. Any violation of Section 7031.5 by an ap- plicant for a permit subjects the applicant to a civil penalty of not more than five hundred.dollars ($500). DI, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or of- fered for sale (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not Intended or of- fered for sale. If, however, the building or Improve- ment is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). - Dl, as owner of the property, am exclusively con- tracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not ap- ply to an owner of property-'ho builds or im- proves thereon, and who contracts for such pro- jects with a contractor(s) license pursuant to the contractor's License Law). - I am exempt under Sec.__________ B. & P.C. for this reason_________________________________ Date _____________ Owner WORKERS' COMPENSATION DECLAF I hereby affirm that I have a certificat Sent to self-insure, or a certificate of Compensation Insurance, or a certlfi thereof (Sec. 3800, Labor Code). POLICY NO.___________________ COMPANY - OCopy is filed with the city. OCertified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM Ii WORKERS' COMPENSATION INSURANCE' (This section need not be completed if the per- mit Is for one hundred dollars ($100) or less). I certify that In the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. NOTICE TO APPLICANT: If, after making this Cer- tificate of Exemption, you should become subject to the Workers' Compensation provisions of the Labor C9de, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there Is a construction len- ding agency for the performance of the work for which this permit Is issued (Sec. 3097, Civil Code). a LU WV — z *V•VVV• V I (/.Q ,J - -- SITE V - .- ADDRESS: ilk OWNER: PERMIT NO: FIELD INSPECTION RECORD INSPECTION DATE 'INSPECTOR INSPECTOR'S NOTES' WOOD FLOOR - V - •- - - FOUNDATIONs FORMS sSETBACK *TOILET UNDER FLOOR PLUMBING UNDER FLOOR HEATING OK TO INSTALL SUB FLOOR SLAB FLOOR UNDER SLAB PLUMBING FOOTING • FORMS • SETBACK • TOILET OK TO POUR CONCRETE FRAME ROUGH ELECTRICAL - ROUGH PLUMBING ROUGH HEATING/VENTILATING FRAME OK.PLACE INSULATION INSULATION OK • PLACE WALLBOARD WALLBOARD OK. PLACETAPE- EXTERIOR LATH OK • PLACE-STUCCO FIREPLACE DAMPER'& STEEL PLATE TIS/HEIGHT OF CHIMNEY OTHER TEMP POWER (POLE) SEWER GAS TEST SWIM POOL • STEEL BONDING PRE DECK FENCE PREPLASTER SHOWN • FRAME FINAL INSP BY BLDG DEPT OTHER DEPT'SREQ COMPLETED 1 / ELECMETERLPERMVTEMP GAS METER—PERM—TEMP CERT OF OCCUPANCY ISSUED FI CITY OF CARLSBAD—BUIL DING DEPARTMENT 0 \CN APPLICATION & PERMIT - APPLICANT TO FILL IN INFOR- USE BALL -POINT PEN ONLY 1200 ELM AVENUE (714) 438-5525 MATION WITHIN RED LINES. tion NO. JOB ADDRESS AV. R ST.D *=-n4i2f/I_I4IL_I/IPJ_IIIiif:tii II1I_I_I_ I 'DATE OF APPLICATION BUS.-LICENSE 3q. PERMIT NUMBER OWNER PHONE PRIME'tONTRAcTOR tAEt't'NSE OWNER'S MAILING ADORE - TIACTOR'S ADDRESS CONTRACTOR'S t3 6,VOO(,fr c1P. cam I PHONE - - - - 1/IL4/I95S4 266.05 00015B '4" ' 4/tL+/j - Nor Va/id UnIsMathineifl& - DESIGNER'S PHONE LOT _BLOCK SUBDIVISION - _ J ASSESSOR'S PARCEL NO. DESIGNER / ______________________ STATE LICENSE DESCRIPTION OF WORK / ARES. DESIGNER ADDRESS 7 t ( Z,&e:f 4a__t4f_? 014 CENSUSTRACT GPLAND SE - NING UNITS IPARK tNGSPA [NUMBER OF.STORtES BLDG 50. FT. _ BLDG USE 0cC. GP STANDARD PLAN .# PLAN I D 4 TYPE CONST ' DCC. LOAD QTY: - MECHANICAL PERMIT - AMT. INSTALL FURN. DUCTS UPTO100.00p,,P(" -. - .OVERj0-BT1t - BOILER/COMPRESSOR Ufr?('3HP - BOILER/COMPRE8'(3-15HP - BOILER/C94SSOR16-30HP - SINGLEDUCT MECHEXHAUST-HOOD/DUCTS . Valuation 4 ~ - - QTY. PLUMBING PERMIT AMT. EACHFIXTURETRAP EACHBUILDINGSEWER .-'."". EACI'{WATER HEATER AND/OR VENT _,- . EACH GASSYSTEM1TO4OUTLETS . , EACH GAS SYSTEM 5ORMORE.-" . EACH INSTAL., ALTER. REA4WATERPIPE , EACHLAWN-SPRIR SYSTEM , WATERSP(R . RELOCATION OFEAFURNACE/HEATER . BUILDING PERMIT issue 3OO - icsue 300 SIGN PERMIT - TOTAL PLUMBING , CONTRACTOR . - TOTAL MECHANICAL CONTRACTOR ' PLAN CHECK ALLINCLUSIVEPERMIT UTY. ELECTRICAL PERMIT AMT. QTY. MOBILE HOME PERMIT AM T.. - TOTALPLUMBING ELECTRICAL - I_17. NEWCDNSTEAAMP/SWT/BKR . AWNING ' - MECHANICAL - (_- 1PH.25 3PH , PORCH , -. MOBILE HOME EXIST BLDG EA AMP/SWT/BKR ,. SET-UP - SOLAR 1 PH 25 3 P . RAMADA, CABANA - - Strorig_Motion REMODEL/ALTERPERCIRCUIT S...- FENCE OVER 6' - V TEMPPOLE200AMPS - . . TOTAL MOBILE HOME . MICO-FILM OVER200AMPS TEMP OCCUPANCY (30DAYS) - issue_.. 2..001 1 TOTAL ELECTRI CAL . TOTAL FEES PAYABLE I CONTRACTOR I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT, AND DO HEREBY CERTIFY THAT ALL INFORMATION HEREON IS TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUEO TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I.ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARM- LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. 4, 'AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER School Fee 5'-0" DEEP AND DEMOLITION OR CONSTRUCTION OF STRUCTURES OVER 3 STORIES IN HEIGHT L/ IANTSIGNATUØ4 OWNERDCONTRACTORDAPPAEDBY AGENT 0 Y PHONE 0 DATE _,..o-pursuant to the provl- .ontractor's License Law (Chapter 9 ,,,,menclng with Section 7000 of Division 3 of the Business and Professions Code) or that Is ex- empt therefrom and the basis for the alleged ex- emption. Any violation of Section 7031.5 by anap- plicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). Dl, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or of- fered for sale (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does- not apply to an owner of property who builds or Improves thereon and who does such work himself or through his own employees, provided that such Improvements are not Intended or of- fered for sale. If, however, the building or Improve- ment Is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or Improve for the purpose of safe). Dl, as owner of the property, am exclusively con- tracting with licensed Contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not ap- ply to an owner of property .ho builds or Im- proves thereon, and who contracts for such pro- jects with a contractor(s) license pursuant to the contractor's License I am exempt under Sec. B. & P.C. forthlsreason II,. U Date ______________ Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of con- sent to self-Insure, or a certificate of Workers' Compensation Insurance, or a certified copy thereof (Sec. 3800, Labor Code). - POLICY NO. COMPANY OCopy Is filed with the city. OCertifled copy Is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed If the per- mil Is for one hundred dollars ($100) or less). I certify that in the performance of the work for which this permit Is Issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. NOTICE TO APPLICANT: If, after making this Cer- tificate of Exemption, you should become subject to-the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provision or this permit shall be deemed revoked. BONSTRUCTION LENDING AGENCY I hereby affirm that there Is a construction len- ding agency for the performance of the work for which this permitIs Issued (Sec.3097, Civil Code). V H.. SITE ADDRESS: '- OWNER: V PERMIT NO: - V V FIELD INSPECTION RECORD V V INSPECTION DATE INSPECTOR .-.. V INSPECTOR'$.NOTS ;V WOOD FLOOR V V - - V - - V - - FOUNDATION • FORMS • SET BACK • TOILET - V UNDER FLOOR PLUMBING V * UNDER FLOOR HEATING V V OK TO INSTALL SUB FLOOR V V V SLAB FLOOR UNDER SLAB PLUMBING - FOOTING* FORMS* SETBACK -TOILET OK TO POUR CONCRETE FRAME ROUGH ELECTRICAL V V V ROUGH PLUMBING -. ROUGH HEATING/VENTILATING FRAME OK • PLACE INSULATION V - V INSULATION OK • PLACE WALLBOARD WALLBOARD OK. PLACE TAPE - V EXTERIOR LATH OK. PLACE STUCCO V V FIREPLACE DAMPER &S-EEL V PLATE TIES/HEIGHT OF CHIMNEY V * OTHER TEMP POWER (POLE) SEWER V GAS TEST SWIM POOL • STEEL BONDING -V V PRE DECK V FENCE PREPLASTER V SHOWN • FRAME o PAN FINAL INSP BY SLOG DEPT - OTHER DEPT'S REQ COMPLETED ELEC METER—PERM—TEMP V V V GAS METER—PERM—TEMP V V * * CERT OF OCCUPANCY ISSUED V - - V .?-I?/ 4i((.rt • CITY OF CARLSBAD— BUILDING DEPARTMENT APPLICATION & PERMIT USE BALL POINT PEN ONLY 1200 ELM AVENUE (714) 438-5525 NO. I 9iA . I . JOB ADDRESS AV, ST. r ça..p1. I I I I I I i RD JDATE OF AP LtCATION /ho BUS. LICENSE PERMIT NUMBER - - OWNER OWNER'S PHONE c 1 PRIME CONTRACTOR - STATE LICENSEWN OWNER'S MAILING ADDRESS - ' oi . EScc.)O 3 o 13S' kr M'c ti CONTRACTOR'S ADDRESS , 3o o-rP O,cLbYb CONTRACTOR'S. PHONE -- 9/ I 09 I5OS ,21Ir') HP.r . Not Valid Unless Machine Certified STATE LICENSE' DESIGNER'S PHONE LOT 13 BLOCK SUBDIVISION ' C. 3-1' ASSESSOR'S PARCEL NO. DESIGNER ' ' . . DESCRIPTION OF WORK - At a cbJQt.'7/oiJ /.P1Ti p )\)Gi3r7LAtTT DESIGNER'S ADDRESS CENSUS TRACT GP LAND USE - ZONING' RES. UNITS PARKING SPACE NUMBER OF STORIES BLDG 50. FT. BLDG USE 0CC. OP STANDARD PLAN 0 PLAN ID P TYPE CONST DCC. LOAD - AMT, OVER 100.000 BTU BOILER/COMPRESSOR 3-15 HP MECH EXHAUST - HOOD/DUCTS'' ' - CITY. PLUMBING PERMIT ' AMT.' QTY. MECHANICAL PERMIT EACH FIXTURE TRAP - . . INSTALL FURN. DUCTS UP TO 100,000 BTU — EACH BUILDING SEWER . - EACH WATER HEATER AND/OR VENT BOILER/COMPRESSOR UP TO 3 HP EACH GAS SYSTEM 1 TO 4 OUTLETS -, . - EACH GAS SYSTEM 5 OR MORE . . BoIt:ER.i '6-3oHP 67 EACH INSTAL., ALTER, REPAIR WATER PIPE VENT FANi'rn'GtrUCT s—- — EACH LAWN SPRINKLER SYSTEM ' WATER SOFTNER . RELOCATION OF EA FURNACE/HEATER . BUILDING PERMIT SIGN PERMIT CONTRACTOR . TOTAL PLUMBING . TOT'1MECHANICAL CONTRACTOR .' - —P*NCHECI( ALL INCLUSIVE PERMIT QTY. ELECTRICAL PERMIT AMT; cliv, MOBILE -HOME PERMIT -' AMT. - TOTAL PLUMBING -. ELECTRICAL. - NEW CONSTEAAMP/SWT/BKR . - AWNING : - MECHANICAL - - - I PH 15 3 PH . PORCH I . . MOBILE HOME I I -. EXIST BLDG EA AMPISWT/BKR . . . SET-UP -..,. .. ' . -" SOLAR - 1 PH 15 3 PH . RAMADA; CABANA REMODEL/ALTER PER CIRCUIT . FENCE OVER 6' - TEMP POLE. 200 AMPS . - TOTAL MOBILE HOME ' MICOFILM - OVER 200AMPS TEMP OCCUPANCY (30 DAYS) TOTALELECTRICAL CONTRACTOR , FEES PAYABLE - . 2 . -i-- - - IHAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT, AND DO HEREBY CERTIFY THAT ALL INFORMATION HEREON IS TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUED; TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER SPECIFIED HEREIN OR NOT. ].ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARM. LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND .EXPENSES WHICH MAY IN WAY ACCRUE AGAINST SAID CITY INCONSEQUENCE OF THE GRANTING OF THIS PERMIT. - - 'AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER DEEP AND DEMOLITION OR CONSTRUCTIONAF ' S UCTURES OVER 3 ST I IN HE T / c. - - APPLICANT'S SIGNATURE' 0 ERD CONTRACTOR1APPROVEO AGENT 13Y PHONE BY tllp .2/ J / LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provi- sions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profes- sions Code, and my license is in full force and ef- fect. OWNER-BUILDER DECLARATION Dl hereby affirm that I am exempt from the Con- tractor's License Law for the following reason (Sec. 7031.5,Busiriess and Professions Code), Any city or county which requires a permit to con- struct, alter, Improve, demolish, or repair any structure, prior to its Issuance also requires the applicant for such permit to file a signed state- ment that he is licensed pursuant 'to the provi- sions of the Contractor's License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged ex- emption. Any violation of Section 7031.5 by an ap- plicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). - Dl, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or of- fered for sale (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or Improves thereon and who does such work himself or through his own employees, provided that Such improvements are not intended or of- fered for sale. If, however, the building or improve- ment is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). Di, as owner of the property, am exclusively con- tracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not ap- ply to an owner of property 'ho builds or Im- proves thereon, and who contracts for such pro- jects with a contractor(s) license pursuant to the contractor's License Law). - I am exempt under Sec. , B. & P.C. for this reason______________________________ Date _____________ Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of con- sent to self-Insure, or. a certificate o W a S Compensation Insurance, or a certl d thereof (Sec. 3800, Labor Code). POLICY NO.___________________________ COMPANY Ocopy is filed with the city. OCertlfied copy Is hereby furnished. CERTIFICATE OF EXEMPTION ROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the per- mit is for one hundred dollars ($100) or less). I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Worlers' Compensation Laws of California. NOTICE T') APPLICANT: If, after making this Cer- tificate of Exemption, you should a9come subject to thS Workers' Compensation provisions of the LabçrCode, you must forthwith comply with such provIsions Or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there Is a construction len- ding agency for the performance of the work for which this permit is Issued (Sec. 3097, Civil Code). APPLICANT TO FILL IN INFOR- S MATION WITHIN RED. LINES. w SITE ADDRESS: OWNER: FIELD'INSPECTION RECORD - INSPECTION DATE 'INSPECTOR WOOD FLOOR FOUNDATION • FORMS • SET BACK • TOILET UNDER FLOOR PLUMBING UNDER FLOOR HEATING - - OK TO INSTALL SUB FLOOR - - SLAB FLOOR - UNDER SLAB PLUMBING - FOOTING • FORMS. SETBACK • TOILET - OK TO POUR CONCRETE FRAME ROUGH ELECTRICAL ROUGH PLUMBING ROUGH HEATING/VENTILATING FRAME OK.PLACE INSULATION INSULATION OK • PLACE WALLBOARD WALLBOARD OK. PLACE TAPE EXTERIOR LATH OK • PLACE STUCCO FIREPLACE -. DAMPER & STEEL PLATE TIES/HEIGHT OF CHIMNEY -- - - OTHER TEMP POWER (POLE) SEWER GAS TEST SWIM POOL • STEEL BONDING PRE DECK FENCE PREPLASTER - SHOWN • FRAME PAN FINAL INSP BY BLDG DEPT OTHER DEPT'S REQ COMPLETED ELECMETER-PERM-TEMP _______ GAS METER-PERM-TEMP I\ 71 \ - CERT OF OCCUPANCY ISSUED PERMIT NO: -- INSPECTOR'SNOTES '- APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM CITY OF CARLSBAD N? SE 1672 BUILDING DEPT. ENGINEERING DEPARTMENT ISSUED BY J - 729-1181 EXT.,35 . FOR APPLICANT TO FILL IN DATE ISSUED BUILDING ADDRESS 2Ii PALOM4r f2-) VALIDATION , •, rittàt OWNER CAIAtl irL - / (Al 4A/15/0'/ ccoi'/12/1'o CA- 72o ADDRESS MAILING ZS LATERAL CHARGE COMPUTATION STANDARD 4" (Max. H. 30', V. 101 OVER 30' H. ______ _______FT. CONTRACTOR V) ) (,)T?L) CONTRACTOR'S I 2. 3 CA -4 t LA OVER 10' V._____ ______ FT. . , -., ADDRESS STANDARD 6" (Max. H. 30', V. 101 OVER 30'H._© r. OVER 10' V. ______ _______ FT. TOTAL CONSTRUCTION COST NEW BUILDING EXISTING BUILDING j LEGAL DESCRIPTION . 2 7 /J 7' SERVICE CHARGE (REPAVING TOTAL LATERAL CHARGE REMARKS: LINE COST DATA ASSESSMENT DIST. NO. FRONTAGE 'COST PER FT.—TOTAL- OTHER LATERAL LOCATION . CONNECTION FEE I ° -. COST PER UNIT J' NO. UNITS .TOTAL/"/ ( PUMP STATION FEES NO. UNITS -COST PER UNIT TOTAL ) ST.I 00 TOTAL CHARGES (LATERAL ETC.)—,/ - LATERAL NO. ______________ INSTALLATION DATE REQUEST FOR INSPECTION TIME:________ INSPECTO /•Yn \,I PERMIT NO.____________ DATE: I't6i OWNER -d ii A) - OA AA AJAS ADDRESS _ •(;;L i BUILDING El FOUNDATION El REINFORCING STEEL El MASONRY lEl GROUT - GUNITE El FLOOR AND CEILING FRAME El SHEATHING El FRAME El EXTERIOR LATH El INSULATION RI LATH OR DRYWALL FINA It PLUMBING I 'E1 UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING El TOP OUT PLUMBING El SEWER AND PL/CO El TUB OR-SHOWER PAN El GAS TEST FINAL I ELECTRICAL I El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT El G.F.I. ED- FINAL I MISCELLANEOUS 0 I El PLENUM AND DUCTS' El COMBUSTION AIR El PATIO El SIGN El GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS ElEEBtPjNG El FINAL \ READY FOR INSPECTION: OMONDAY OTUESDAY SPECIAL INSTRUCTIONS REQUESTED BY t - 0 PHONE NO. PERSON TAKING REPORT_________________ REQUEST FOR INSPECTION . TIME:_________ INSPECTOR C44A ( PERMIT NO. _71 DATE:_ OWNER Efl —1 J a i Q. r& ADDRESS_____________ BUILDING El FOUNDATION El REINFORCING STEEL El MASONRY El GROUT - GUNITE El FLOOR AND CEILING FRAME. El SHEATHING El FRAME El EXTERIOR LATH 'El INSULATION El INTERIOR LATH OR , DRYWALL El FINAL I . 'ELECTRICAL I El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT El G.F.I. El SMOKE DETECTOR El FINAL I MISCELLANEOUS . I PLUMBING El UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING El TOP, OUT PLUMBING El, SEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST El WATER HEATER El FINAL El PLENUM AND DUCTS COMBUSTION AIR El PATIO ' El SIGN El GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS El REFER 'PIPING El FINAL READY FOR INSPECTION: 0 MONDAY ESDAY ,D WEDNESDAY DTHURSDAY 0 FRIDAY M. SPECIAL INSTRUCTIONS REQUESTED BY_'- L-_CQ.Q7.PHONE NO._______________ PERSON TAKING REPORT t}0 76 z /!L7 c7 REQUEST FOR INSPECTION TIME:_________ INSPCTOI3_______________________ PERMIT NO._______________ DATE: / OWNER_____________________ ADDRESS diet. PA BUILDING Li FOUNDATION Li REINFORCING STEEL Li MASONRY 0,GR9UT-GUNITE .,•. Li FLOOR AND CEILING FRAME Li SHEATHING Li FRAME Li EXTERIOR LATH Li INSULATION Li !.TERIOR LATH OR DRYWALL I ' FINAL PLUMBING Li UNDERGROUND PLUMBING Li UNDERGROUND WATER Li ROUGH PLUMBING Li TOP OUT PLUMBING Li SEWER AND PL/CO Li TUB OR SHOWER PAN Li GAS TEST LijATER HEATER L!( FINAL ELECTRICAL LTh TEMPORARY SERVICE Li ELECTRIC UNDERGROUND Li ROUGH ELECTRIC Li POOL BONDING Li ELECTRIC SERVICE Li CEILING HEAT Li G.F.I I. Li LLOKE DETECTOR I2( FINAL Li PLENUM AND DUCTS Li COMBUSTION AIR Li PATIO Li SIGN Li GRADING Li DRIVEWAY Li CONDITIONED AIR SYSTEMS Li RFER PIPING FINAL I MISCELLANEOUS 1 READY FOR INSPECTION: 0 MONDAY 0 TUESDAY 0 WEDNESDAY 0 THURSDAY 0 FRIDAY DA.M. DP.M. SPECIAL INSTRUCTIONS r7—oolc' 0 CC 7A REQUESTED BY PHONE NO._________________ - / PERSON TAKING REPORT_________________ -.--- I TIME -REQL.. FOR INSPECTION INSPECTOR______________________ PERMIT NO. _ DATE: OWNER V V ADDRESS 72/ 2/ BUILbINGV El FOUNDATION V El REINFORCING STEEL El MASONRY E:J GROUT -GUNITE -. El FLOOR AND CEILING FRAME El SHEATHING El FRAME EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL V El FINAL V ELECTRICAL I El TEMPORARY SERVICE El ELECTRIC UNDERGROUND -Cl ROUGH ELECTRIC Cl POOL BONDING El ELECTRIC SERVICE El CEILING HEAT El G.F.I. V El SMOKE DETECTOR : V El FINAL V PLUMBING .0. UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING El TOP OUT PLUMBING El SEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST El WATER HEATER V El FINAL (1 1 PLENUM AND DUCTS - El COMBUSTION-AIR V El PATIO • V V 1:3 SIGN /El GRADING El DRIVEWAY f')2 bJEl CONDITIONED AIR SYSTEMS . ED REFER PIPING V El FINA4,~~ ii I READY FOR INSPECTION: 0 MONDAY DTUESDAYV4INc'DTHURSDAY 0 FRIDAY o A.M. 0 SPECIAL INSTRUCTIONS I V REQUESTED BY PHONE NO._________________ V PERSON TAKING REPORT_/ REQUEST FOR fNSPECTION TIME:_________ INSPECTOF__________ PERMIT NO. DAE:_____________ /7 OWN ADDI G I ELECTRICAL I FOUNDA11DW REINFORCING STEEL ED"-MASONRY El GROUT - GUNITE El FLOOR AND CEILING FRAME El SHEATHING El FRAME El EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL El FINAL I PLUMBING I El UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING El TOO OUT PLUMBING El SEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST• El WATER HEATER El FINAL El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT El G.F.I. El SMOKE DETECTOR El FINAL I I MISCELLANEOUS I El PLENUM AND DUCTS El COMBUSTION AIR El PATIO El SIGN El GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS El REFER PIPING El FINAL READY FOR INSPECTION: OMON DA.M. 0 P.M. TUESDAY! DWEDNESDAY DTHURSDAY 0 FRIDAY SPECIAL INSTRUCTIONS REQUESTED BY - PHONE NO.________________ 7 PERSON TAKING REPORT________________ REQUEST FOR INSPECTION TIME:________________ INSPECTOR______________________ PERMIT NO._______ DATE:__________ OWNER ADDRESS BUILDING El FOUNDATION El REINFORCING STEEL El MASONRY ElGROUT - GUNITE' El FLOOR AND CEILING FRAME El SHEATHING El FRAME El EXTERIOR LATH El INSU LATION El INTERIOR LATH OR DRYWALL El FINAL PLUMBING El UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING'" OP UT PLUMBING El SEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST El WATER HEATER El FINAL ELECTRICAL ol El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT El G.F.I. El SMOKE DETECTOR -' El' FINAL MISCELLANEOUS El PLENUM AND DUCTS El COMBUSTION AIR El PATIO El SIGN El GRADING ' El DRIVEWAY El CONDITIONED AIR SYSTEMS El REFER PIPING El FINAL. READY FOR INSPECTION: DMONDAY DTUESDA OWEDNESDAY DTHURSDAY 0 FRIDAY P. SPECIAL INSTRUCTIONS' REQUESTED BY_ ''_PHONE NO._________________ PERSON" TAKING REPORT________________ REQUESTED BY REQUEST FOR INSPECTION TIME:_________ INSPETOR_____________________ PERMIT NO. ft DATE:_____________ OWNER - - - - _- I - ADDRESS BUILDING El FOUNDATION El REINFORCING STEEL El MASONRY El GROUT - GUNITE El FLOOR AND CEILING FRAME E] SHEATHING El FRAME El EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL El FINAL I PLUMBING I El UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING El TOP OUT PLUMBING El SEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST El WATER HEATER El FINAL I ELECTRICAL I El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT. El G.F.I. El SMOKE DETECTOR El FINAL I MISCELLANEOUS .) I El P L E El COM BUZNURC ) \ ElPAp6 ElGN 4 GRADING El CONDITIONED AIR SYSTEMS El REFER PIPING El FINAL- READY FOR INSPECTION: DMONDAY DTUESDAY DW.EDNESDAV RSDAY 0 FRIDAY DA.M. - SPECIAL INSTRUCTIONS REQUEST FORNSPECTION TJM: INSECTOR___________________ PERMIT NO. : DATE:/2 OWNER A BUILDING FOUNDATION El REINFORCING STEEL El MASONRY El GROUT - GUNITE El FLOOR AND CEILING FRAME El SHEATHING El FRAME El EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL El FINAL PLUMBING El UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING ATOP OUT PLUMBING SEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST El WATER HEATER' El FINAL I ELECTRICAL 1 El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT El G.F.I. El SMOKE DETECTOR El FINAL I MISCELLANEOUS El PLENUM AND DUCTS El COMBUSTION AIR El PATIO El SIGN El GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS El REFER PIPING El FINAL READY FOR INSPECTION: DMONDAY OTUESDAY DWEDNESDAY DTHURSDAY RIDAY DA.M. M. . . SPECIAL INSTRUCTI REQUESTED BY. PHONE NO. PERSON TAKING REPORT- REQUEST FO INSPECTION' : T!ME:_________ INsE'cToR_____________________ PERMIT NO.______________ DATE: OWNER - ADDRESS ELECTRICAL El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL'BONDING El ELECTRIC SERVICE El CEILING HEAT [J.G.F.I. El SMOKE. DETECTOR El'., FINAL BUILDING. FOUNDATION ED. REINFORCING, STEEL El MASONRY El GROUT - GUNITE El FLOOR AND CEILING FRAME El SHEATHING El FRAME EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL El FINAL PLUMBING - El UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING TOP OUT PLUMBING 'El SEWER AND PL/CO El TUB OR SHOWER PAN - El GAS TEST El, WATER HEATER El FINAL READY FOR INSPECTION( 0 MONDA DA.M. \D P.M. SPECIAL INSTRUCTIONS I MISCELLANEOUS El PLENUM AND DUCTS El COMBUSTION AIR El PATIO El SIGN El GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS El REFER PIPING El 'FINAL oTUESDAY OWEDNESDAY DTI-IURSDAY 0 FRIDAY REQUESTED BY ' ' - ' . " ' PHONE NO; PERSON TAKING REPORT REQUEST FR INSPECTOR__________ OWNER____________ ADDRESS SPECTION TIME:___________ 4-ERMIT NO. DATE:,/ ,-•.., 2 -j - 7 BUILDING Li FOUNDATION Li REINFORCING STEEL Li MASONRY EIGROUT - GUNITE Li FLOOR AND CEILING FRAME Li SHEATHING* Lii FRAME / Li EXTERIOR LATH Li INSULATION Li INTERIOR LATH OR DRYWALL Li FINAL PLUMBING UNDERGROUND PLUMBING Li NDERGROUND WATER Li ROUGH PLUMBING Li TOP OUT PLUMBING Li SEWER AND PL/CO Li TUB OR SHOWER PAN Li GAS TEST Li WATER HEATER Li FINAL F ELECTRICAL 7 Li TEMPORARY SERVICE Li ELECTRIC UNDERGROUND Li ROUGH ELECTRIC Li POOL BONDING Li ELECTRIC SERVICE Li CEILING HEAT Li G.F.I. Li SMOKE DETECTOR Li FINAL MISCELLANEOUS Li PLENUM AND DUCTS Li COMBUSTION AIR Li PATIO Li SIGN Li GRADING Li DRIVEWAY Li CONDITIONED AIR SYSTEMS Li REFER PIPING Li FINAL READY FOR INSPECTION DY - 0 TUESDAY 0 WEDNESDAY 0 THURSDAY FRI SPECIAL INSTRUCTIONS_________________________________________________ REQUESTED BY PHONE NO.________________ PERSON TAKING REPORT_________________ 7J447' iL&1i 5Ji. I . ELECTRICAL I REQUEST FO,INSPECTION TIME:________ I INSPECTOR.___________________ PERMIT NO._____________ DATE:____________ OWNER .7 ADDR BUILDING Li FOUNDATION Li REINFORCING STEEL LI MASONRY Li GROUT - GUNITE Li FLOOR AND CEILING FRAME Li SHEATHING Li FRAME Li EXTERIOR LATH Li INSULATION Li INTERIOR LATH OR DRYWALL Li FINAL I . PLUMBING I Li UNDERGROUND PLUMBING Li UNDERGROUND WATER Li ROUGH PLUMBING Li TOP OUT PLUMBING Li SEWER AND PL/CO Li TUBORSHOWER PAN Li GAS TEST - Li WATER HEATER Li FINAL READY FOR INSPECTION: 0 MONDAY : DA.M. DP.M..., SPECIAL INSTRUCTIONS Li TEMPORARY SERVICE Li ELECTRIC UNDERGROUND Li ROUGH ELECTRIC Li POOL BONDING Li ELECTRIC SERVICE Li CEILING. HEAT LI G.F.I. Li SMOKE DETECTOR Li FINAL MISCELLANEOUS Li PLENUM AND DUCTS . Li COMBUSTION AIR Li PATIO Li SIGN Li GRADiNG Li DRIVEWAY Li CONDITIONED AIR SYSTEMS Li REFER PIPING Li FINAL ~~~ - / 1_,le ~- OTUESDAY OWEDNESDAY -DTHURSDAY OFRIDAY REQUESTED BY . . . PHONE NO. PERSON TAKING REPORT REQUEST F9R INSPECTION TIME:_________ INgPECTOR____________________ PERMIT NO. DATE: OWNE - ADDR 9 CBUIEDING')J )FOUN DATI ON El REINFORCING STEL El MASONRY Li GROUT - GUNITE El FLOOR AND CEILING FRAME El SHEATHING U FRAME El EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL El FINAL I PLUMBING I El UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING El TOP OUT PLUMBING Li SEWER AND PL/CO El TUB OR SHOWER PAN Li GAS TEST El WATER HEATER El FINAL I tLWI t-(IU/\L I El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC LI POOL BONDING El ELECTRIC SERVICE El CEILING HEAT Li G.F.I. El SMOKE DETECTOR LI FINAL I I MISCELLANEOUS I LI PLENUM AND DUCTS LI COMBUSTION AIR El PATIO El SIGN El GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS El REFER PIPING El FINAL READY FOR INSPECTION: 0 MONDAY TUESDAY WEDNESDAY DTHURSDAY DFRIDAY DA.M.' SPECIAL INSTRUCTI REQUESTED BY PHONE NO._fP PERSON TAKING TAKING REPORT_/3,9 REQUEST F INSPECTION TIME:_________ (f, INSPECTOR - PERMIT NO. DATE:_____________ OVA ER ADDRESS BUILDING .1 El FOUNDATION El REINFORCING STEEL El MASONRY El GROUT - GUNITE El FLOOR AND CEILING FRAME El SHEATHING El FRAME El EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL El FINAL PLUMBING I El UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING El TOP OUT PLUMBING El SEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST El WATER HEATER El FINAL ECTRUAL(, El TMPORARY SERVICE LECTRIC UNDERGROUND OUGH ELECTRIC / El POOL BONDING (--),ELECTRIC SERVICE El CEILING HEAT El G.F.I. El SMOKE DETECTOR El FINAL I MISCELLANEOUS I El PLENUM AND DUCTS El COMBUSTION AIR El PATIO El SIGN El GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS El REFER PIPING - El FINAL READY FOR INSPECTIO : DMONDAY TUESDAY OWEDNESDAY DTHURSDAY 0 FRIDAY SPECIAL INSTRUCTIONS REQUESTED BY PHONE NO.______________ PERSON TAKING REPORT_____AIX ____________ t t 6 k 7' REQUEST EOR INSPECTION I.NtSPECTOF _______________________ PERMIT NO TIME: DATE: 711 zlm OWNER ADDR BUILDING LI FOUNDATION LI REINFORCING STEEL LI MASONRY LIGROUT - GUNITE * LI FLOOR AND CEILING FRAME LI SHEATHING LI FRAME LI EXTERIOR LATH LI INSULATION LI INTERIOR LATH OR DRYWALL LI • LI FINAL - -- PLUMBING LI UNDERGROUND PLUMBING LI UNDERGROUND WATER LI ROUGH PLUMBING LI TOP OUT PLUMBING p4EWER AND PL/CO LI TUB OR SHOWER PAN LI GAS TEST LI WATER HEATER 'LI FINAL 7 ELECTRICAL LI TEMPORARY SERVICE LI ELECTRIC UNDERGROUND LI ROUGH ELECTRIC LI POOL BONDING LI ELECTRIC SERVICE LI CEILING HEAT -. LI G.F.I. LI SMOKE DETECTOR LI. FINAL MISCELLANEOUS ED. PLENUM AND DUCTS LI COMBUSTION AIR Cl PATIO LI SIGN ; LI GRADING LI DRIVEWAY LI CONDITIONED AIR SYSTEMS LI REFER PIPING LI FINAL READY FOR INSPECTION: DMONDAY 0 TUESDAY 0 WEDNESDAY 0 THURSDAY c9AY DP.M. SPECIAL INSTRUCTIONS A / REQUESTED BYi PHONE NO PERSON TAKING REPORT _L_- J'j ,,VA/ ' 0 s7r PJt Ito •• REQUEST f~,DR, SPECTION TIME: INSPECTOR PERMIT NO DATE:_____________ OW ER_____________ ADDRESS____________ F.0"W" ~131- BUILDING ____ OUNDATION REINFORCING STEEL El MASONRY El GROUT - GUNITE El FLOOR AND CEILING FRAME El SHEATHING El FRAME El EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL El FINAL 14 I ELECTRICAL I El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT El G.F.I. El SMOKE DETECTOR El FINAL PLUMBING El UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING El TOP OUT PLUMBING El SEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST El WATER HEATER El FINAL MISCELLANEOUS El PLENUM AND DUCTS El COMBUSTION AIR El PATIO El SIGN El GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS El REFER PIPING El FINAL READY FOR INSPECTION: DMONDAY OTUESDAY DWEDNESDAY THURSDAY! 0 FRIDAY DA.M. A DP.. SPECIAL INSTRUCTIONS REQUESTED BY PHONE NO. 77 72 PERSON TAKING REPORT_________________ 4MI 7// REQUEST FOR INSPECTION TIME:_________ INSPECTOR (4Y PERHT __UI _DATE:________ OWI\IER________ ADDRESS__________ j.w.iici El FOUNDATION El REINFORCING STEEL El MASONRY EIGROUT - GUNITE El FLOOR AND CEILING FRAME El SHEATHING El FRAME El EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL El FINAL I PLUMBING I El UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING El TOP OUT PLUMBING El SEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST El WATER HEATER El FINAL READY FOR INSPECTION: TU ESDAY SPECIAL INSTRUCTIONS____________ I ELECTRICAL I El TEMPORARY SERVICE 4ELECTRIC UND~ERGRQ~U ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT El G.F.I. El SMOKE DETECTOR El FINAL I MISCELLANEOUS I El PLENUM AND DUCTS El COMBUSTION AIR El PATIO El SIGN El GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS El REFER PIPING El FINAL EDNESDAY D)THURSDAY 0 FRIDAY REQUESTED BY 1\ v\ttr QJIONE NO. k3 7'?7( PERSON TAKING REPORT_________________ / C/Yfc /MJ RE:QUEST FOR INSPECTION TIME:_7 •Tr 4- INSPECTOR, k PERMIT NO.1) ' DATE:____________ OWNER ' QJ%.'-rpi it-rc<L - i ,i ADDR BUILDING El FOUNDATION El REINFORCINGSTEEL El MASONRY El GROUT -.GUNITE'' - El FLOOR AND CEILING FRAME El SHEATHING - El.FRAME 'El EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL El FINAL I PLUMBING •1 El UNDERGROUND. PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING Cl TOP OUT PLUMBING l. SEWER AND PL/CO El TUB OR SHOWER PAN .El GAS TEST El WATER HEATER El FINAL ELECTRICAL El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El.POOL BONDING El ELECTRIC SERVICE El CEILING HEAT El G.F.I. El SMOKE DETECTOR El FINAL I MISCELLANEOUS 1 El PLENUM AND DUCTS El COMBUSTION AIR El PATIO El SIGN. El GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS El REFER PIPING El FINAL READY FOR INSPECTION: ON9AY- Q TUESDAY 0 WEDNESDAY DTHURSDAY OFRIDAY DA.M: )T SPECIAL INSTRUCTIONS a4)\ Sc iCI\ REQUESTED BY PHONE NO.________ PERSON TAKING REPORT________________ REQUEST F3~ INSPECTION INSPECFOR_, PERMIT NO. OWNER TIME: DATE: f Po BUILDING El FOUNDATION, El REINFORCING STEEL El MASONRY El GROUT - GUNITE El FLOOR AND CEILING FRAME El SHEATHING El FRAME El EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL El FINAL I PLUMBING I El UNDERGROUND PLUMBING El UNDERGROUND WATER El.ROUGH PLUMBING El TOP OUT PLUMBING El SEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST El WATER HEATER El FINAL F ELECTRICAL 1 El TEMPORARY SERVICE, El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT El G.F.I. El SMOKE DETECTOR El FINAL I MISCELLANEOUS 1 El PLENUM AND DUCTS El COMBUSTION AIR El PATIO El SIGN El GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS El REFER PIPING El FINAL READY FOR INSPECTION DMONDAY TUESDAY OWEDNESDAY DTHURSDAY 0 FRIDAY DA.M. 0 P.M. SPECIAL INSTRUCTIONS REQUESTED BY PHONE NO. _______________ PERSON TAKING REPORT_________________ REQUEST FOR INSPECTION INSPECTOR______________________ PERMIT NO OWNER ADDRESS BUILDING El FOUNDATION El REINFORCING STEEL El MASONRY El GROUT - GUNITE El FLOOR AND CEILING FRAME El' SHEATHING El FRAME El EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL El FINAL TIME:_______________ -/7 - DATE: - ELECTRICAL. El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT El G.F.I. El SMOKE DETECTOR El' FINAL PLUMBING El' UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING El TOP OUT PLUMBING El SEWER AND PL/CO El TUB OR SHOWER PAN ED GAS TEST El WATER HEATER El FINAL ' MISCELLANEOUS El PLENUM AND DUCTS El COMBUSTION AIR El PATIO 1:1 SIGN -. El GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS El-REFER PIPING El FINAL READY FOR INSPECTION: DMONDAY. OTUESDAY - DWEDNESDAY DTHURSDAV 'FRIDAY SPECIAL INSTRUCTIONS REQUESTED BY ___PHONE NO. PERSON TAKING REPORT 12_ O / LA I/'-eA REQUEST INSPECTOR___ OWNER______ FOR INSPECTION TIME:__________ -,PERMIT NO. O 1J I DATE:_________ ADDRESS BUILDIN El REINFORCING El FOUNDATION El MASONRY El GROUT - GUNITE El FLOOR AND CEILING FRAME El SHEATHING El FRAME - El EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL El FINAL I PLUMBING N I El UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING El TOP OUT PLUMBING El SEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST El WATER HEATER El FINAL READY FOR INSPECTION: 0 MONDAY DA.M. I ELECTRICAL I El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El CEILING HEAT El G.F.I. El SMOKE DETECTOR El FINAL I MISCELLANEOUS I El PLENUM AND DUCTS El COMBUSTION AIR El PATIO El SIGN El GRADING El DRIVEWAY El CONDITIONED AIR SYSTEMS El REFER PIPING El FINAL OWEDNESDAY DTHURSDAY 0 FRIDAY SPECIAL INSTRUCTIONS REQUESTED BY f\MJ\ QS - PHONE NO.________________ )-Q,oAOcJ$. Cçr,. PERSON TAKING REPORT / So• / .,o •. GRAHAM INTERNATIONAL, INC.. -. RECEIVED July 26,_982 - JUL 271982 - - CITY OFCARLSBAD Mr Emile Plude - Building Deartment BUILDING DEPARTMENT - 1 City of Carlsbad. - - 1200 Elm Aveiiue Carlsbad, CA 92008- SUBJECT: GRAHAM INTERNATIONAL PLAZA - - - - -- - - t. - - •__1 - Dear. Mr Plude - - Please be advised that Graham International Plaza is;fin fact, supervised ona 24-hour basis.in regards to immediate access to all electrical-panels for all-tenants. Graham International, Inc., owner and landlord, occupies the building from 8:00 am. to 6:00 -.m. and Security- patrols -the building and groundsfrom 6 00 p m to 8:00 a m Graham Inter- - national, Inc. and Security hae mãste±.keyswhich give access tothe electrical rooms. Tenants at Graham International -Plaza are only allowed in the-building : from 8:00 a-.m. to 8:00 p.m., Monday through Friday. - I hope this satisfies any problems with respect to tenants having access to their electrical panels at Graham International Plaza T Diana L Galvin -- - Property Supervis - - - -- -. -- - 2121 - - T .- - -- - .- • PAL0MAR AIRPORT ROAD SUITE 300 CARLSBAD CALIFORNIA 92008 (714) 438-1545 FORM I PAGE I JP r- Testing Engineers—San Diego. . . I, 3467 Kurtz St., P.O. Box 80985, San Diego, Ca..92138 (714)225-9641 r J 1,963 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER sD36-1864 INSPECTION REPORT . DATE May 29, 1981 FILE: #8002-1, Permit .& Plan Check #80-111. JOB: Graham International Office Facility 2171 Palomar Airport Road ADDRESS: Carlsbad, California INSPECTION OF Structural Steel Assembly FABRICATOR OR ERECTOR: - CONTRACTOR: H. H. Golden Construction Co. SHOP- FIELD_XXX PLANT DATE REG. HRS. O.T.HRS. REINsP. HRS. INSPECTOR Structural Steel: ASTM A36 DATE 5/27/81 First floor east and west lease area - additional 3" x 3" x 3/161 angles REG. HRS. 2.0* . installed from top of panel to beam soffit. . . O.T.HRS. . Visually inspected finished welds for length and size. Welds on horizontal REINSP. HRS. . and diagonal braces conform to plans in east lease area. Horizontal braces in Michael A. INSPECTOR Wiéler west lease area have conforming welds. Diagonal braces in west area have insufficient weld length at upper end. Welder to supply additional welds to DATE meet plan requirements. REG. HRS. . . . . . . . . O.T.HRS. REINSP. HRS. . INSPECTOR . . . . . . . DATE 5/29/81 Visually inspected finished rewelding on upper end of diagonal braces in west REG. HRS. 2.0* lease area. Welds repaired were of sufficient length. O.T.HIRS. . . .. REINSP. HRS. .. . .c INSPECTOR .. .. RECEIVED DATE ,. . . . . . . JUN 1981 O.T.HRS. . . INSPECTOR *Hours prorated with other work. Building. D. rt BAD Ment REPORTED TO: (1) Graham International Inc., Attn: M. L. Loban . . (1) Frank L. Hope & Associates, Attn: Vince Coviello .• (1) Atkinson, Johnson & Spurner, Inc. . (1) 1i.-Go1den Construction Co. TESTING ENGINEERS - SAN DIEGO City of Carlsbad . -2 JCB:cd . . .. 1ohn C. Burns, R.E. #28752 . FORM 7 JP Testing Engineers—San Diego I- EPE JWP/1 346 7 Kurtz St., P 0 Box 80985, San Diego Ca 92138 (714)225-9641 J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD35-4584 . DATE December 26, 1980 File #8002-1 JA 199j Graham International Inc. . . B -'r C4 135 W Mission Ave • Suite 209 11/IdIiig D Escondido, CA 92025 Attention M L Loban Project: Graham International Office Facility, 2171 Palomar Airport Road, Carlsbad, CA, Permit &. Plan Check #80-111 Subject: Matérial submitted to the laboratory on December 19, 1980, identified as Import Class II aggregate base from South Coast Asphalt. Procedure: Moisture density relation of soil, tested in accordance with ASTM-D 1557-70, Method C. Results: .' Sample #5 #1 #2 #3 Dry weight per cubic foot 135.9 136.9 134.5 Percent moisture 6.0 7.8. .. 9.6 Maximum dry density .138.0 Optimum moisture content, % ---------------------------8 0 TESTING ENGINEERS-SAN DIEGO ;Reviewed by • T H Chapn,RE#12882 THC cd (1) Graham International, Inc., Attn: M.L. Loban (1) Frank L. Hope & Associates, Attn: Vince Coviello : •• • (1) Atkinson, Johnson & Spurner, Inc. rD . . • (1) M. H. Golden Construction Company -of C&rlsbad FORM I PAGE I JP CE C. 0 8 1980 CITY OF CARLSBAD Engineering Department _ S . Testing Engineers—San Diego limit 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138(714)225-9641 j 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD35-4499 ' INSPECTION REPORT DATE November 28, 1980 FILE: #8002-1, Permit & Plan Check #80-111 JOB: Graham, International Office Facility 2171 Paidmar Airport Road: ADDRESS: Carlsbad, California' INSPECTION OF Deck Welding FABRICATOR OR ERECTOR: Draheim Steel Co.. CONTRACTOR: M. H. Golden Co. SHOP- FIELD X PLANT DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE 11/17/80 REC. HRS. '4.0 0. T. HRS. REINSP. HRS. INSPECTOR John E. Hanssel DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINsP. HRS INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS INSPECTOR Deck: ' ' ' ASTM A446 ASC CP-32 22 G .A. Galvanized'G-90 Ventform ' Electrode: ' ' AWS E7016, 5/32 Certified Welder: B. Goyette Reinforcing Steel: ASTM,' A615, Grade 60 Inspected roof deck welding to structural steel framing.. Noted that all weld patterns were No. 3 Per 15/S-8 and were minimum 7/1611 diameter, puddle welds with weld washers except that on line 1 and 5, ear type bar support washers were installed in accordance with detail 12/S-8. Noted there was no welding on girder lines "A" or "D", approx. 240 welds missing. These welds were not shown on Draheim's drawings but were called for on detail 12/S-8. Mr. McGee from Engineers office told me they were to be installed. Notified Supt. when I left job., approx. 607 of 'these welds were completed which I inspected and approved. ' Mr. McGee approved elimination of #3 reinforcing steel continuous on girders at lines 1 and 5 if 2 #4 reinforcing steel was placed continuous on the perimeter.. Inspected the placement of these #4 bars. DEC29 1980 CITY OF CARLSBAD Building Department REPORTED TO '' (1) Graham International, Inc., Attn: (1) Frank L. Hope & Associates, Attn: (1) Atkinson, Johnson & Spurner, Inc. (1) N. H. Golden Construction Company ]ity of Carlsbad Mr. N. L. Loban Vince Coviello TESTING ENGINEERS. SAN DIEGO REVIEWED BY. THC:ek ,, ' . T. H. Chapman, R.E. #1282 . . . Testing Engineers—San Diego 9' 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 JJ 1903 Was t Vista Way. Unit B. Vista, California 92083 (714) 758-;3730- FILE No. 8002-1 SUMMARY OF COMPRESSION TEST RESULTS FORM 16 JP PAGE ONE JOB:' Graham International Office Facility ADDRESS: 2171 Palomar Airport Road Carlsbad, California MIX No._52-4003 L.W. SPEC. 28-DAY STIR. 3000Ps1 TYPE ______CEMENT 5.8 Scy SPEC. SLUMP IN. .Hydro- Pozz. 344N and MBAE 10 . lite ADMIX. AGG. SIZE IN. STORED & CURED. NOT TESTED 1980 . ULTIMATE COMPRESSIVE STRENGTH. PSI DATE . . OTHER DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED MO. DA. IN. AGE 10/29 2nd floor deck, Line "B" to 5 1800 3710,. 60-day *Disc. 11/7/80 "C" from 1 to 1.5. Graham #9 A-B-C. by TESD. , Made 10/30 2nd floor deck, Line "D.3" to "D6" from 4-to 5. Graham #10 A-B-C. Made by TESD. 11/4 Third floor slab, east half. Graham #11 A-B-C-D-E. • Made by TESD. • 11/5 ' Third floor slab, Line' 4 from "C to •"D". Graham #12 A-B-C-D. Made by TESD. 11/5 Third floor slab, Line 4 from "A" to "B". Graham #13 A-B-C-D. Made by TESD. AR: LAB NO C35 H. 3598 3599 3657 3690 3691 11/13/80 11/20/80 11/26/80 3,12,1730 '3570. 60-day, *Dc. 12/1/80 3 . 2020 3-day 1130 6-day 1700 614 1910 5-day .1500 2-3/4 " 2370 5-day 1 1980 (1.) Graham international, Inc., Attn: .M. Loban (1) . Frank L. Hope & Associates, Attn: Vince Coviello (1) Atkinson, Johnson and .Spurrier ( N.H. Golden Constructi9any 2 City of Carlsbad (1) Pre-Mixed Concrete Co p fly TFiC:kh TESTING EES27EGO REVIEWED _- T.H.Ch".pman,R.f.#12882 FORM I PAGE I JP r J ATesting Engineers—San Diego 3467KurtzSt., P.O. B.ok80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD35-4406 INSPECTION REPORT . DATE November 26, 198( FILE: #8002-1, Permit & Plan Check #80-111 INSPECTION OF Deck Welding JOB: Graham International Office. Facility . FABRICATOR OR ERECTOR: Drahiem Steel CONTRACTOR: N. H. Golden Construction 2171 Palomar Airport Road . . . Company . . v ADDRESS: . ________Car1sbad - . California SHOP ' FIELD PLANT_______ DATE . . . . .. . . . . . . REG. HRS. . . Structural Steel: ASTM A36, Pac. ASC Deck . . . . .. O.T.HRS. . Electrode: . . AWS E7016- REINSP. HRS. Certified Welders: D. Lewis, B. Burg .. . . S INSPECTOR DATE 11/12/80. PEG. HRS. 2.0* O.T.HRS. REINSP. HRS. INSPECTOR Lewis E. Ceotz Inspected partial deck welding at roof elevation Lines lÀ to. lB. Deck welding completed is in compliance with approved stucturaldrawings. DATE REG. . HRS. 0. T. HRS. REINSP. HRS INSPECTOR DATE REG. HRS. 0. T. HRs. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR REPORTED To: (1) Graham International Inc., Attn: M. L. Loban (1) Frank L. Hope &.Associates, Attn: Vince Coviello . (1.) Atkinson, Johnson & Spurner, Inc. (1) N. H. Golden Const tion Company . TESTING ENGINE SAN DIEGO City of Carlsbad . .. REVIEWED THC:fh . . . . . . . T. H. Chapman,, LE. #12882 . FORM 10 JP Testing Engineers—San Diego /01 3467Kurtz St., P.O. Box 80985rSan Diego, Ca. 92138 (714) 225-9641 r J 1903 West Vista Way, Unit B, Vista, California 92083 (7.14) 758-3730 FILE No 8002-1 --- SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Graham International Office Facility ADDRESS: 2171 Palomar Airport Road. Carlsbad, California Mix No. _52-4003L.W. SPEC. 28-DAY STR. 3000Psi TYPE _______CEMENT 5 .8 Scv SPEC. SLUMP _____droIN. - Pozz. Hy 344N and MBAE 10 ADMIx. . AGG. SIZE lute _.IN. AR: 1980 . STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI -. LAB NO. C35 DATE DA. O. MO. LOCATION IN STRUCTURE SLUMP . 7-DAY Z8. DAY OTHER DATE MAILED TEST RESULTS IN. AGE 3598 10/29 2nd floor deck, Line "B" to 5 1800 3710. 60-day *Disc. 11/7/80 "C" from 1 to 1.5. Graham . . . . 11/13/80 #9 A-B-C. Made by TESD. . . .11/20/80 11/26/80 3599 10/30 2nd floor deck, Line "D.3" . 3 1730 . . . . to "D.6" from 4 to 5. .. . Graham #10 A-B-C. Made by . . . . . . TESD. . . . 3657 11/4 Third floor slab, east half. 3 2020 3-day 1130 Graham #11 A-B-C-D-E. Made - . . 6-day 1700 . by TESD. . . . .. ..-- 3690 11/5 Third floor slab, Line 4 . 76~ ll0. 5-day 1500. from "C" to "D". Graham #12 A-B-C-D. Made by TESD. ... . . 3691 11/5 Third floor slab, Line 4 2-3/4 2370 . 5-day 1980 . from "A" to 'B". Graham . #13 A-B-C-D. Made by TESD. . (1.) Graham International, Inc., Attn: M. Loban (1) Frank L. Hope & Associates, Attn: Vince Coviello 1) Atkinson, Johnson and Spurner 1) N.H. Golden Construction ComDany (U7 City of Carlsbad (1) Pre-Mixed Concrete Company THC:kh TESTING. ENGINEERS. EGO REVIEWED T.H. Chapman, R.. #12882 S • . S Testing Engineers—San Diego ON 3467Kurtz St., P.O. Box 80985, San Diego, Ca92138 ('714)225-9641 j 1903 West Vista Way, Unit B, Vista, California 92083 (7.14) 758-3730 FORM I PAGL I JP LABORATORY NUMBER SD35-4304 INSPECTION REPORT DATE November 20, 1980, FILE: . #8002-1, Permit & Plan Check IJ4CTION OF Reinforced Concrete, and Structural Steel Assembly JOB: , Graham International Office. Facility N0V24198 FABRICATOR OR ERECTOR: N. H. Golden Gsttruct ion Company CEIY OF CAR SMTO N. H. , Golden Construction 2171 Palomar Airport Road Building Depar iflUfltjnpany . . . .. ADDRESS: . . SHOP______ FIELD______ PLANT DATE Nix Design: 52 4003 (5.8 sacks, 3000 psi) REG. HRS. Reinforcing Steel: ,ASTM A615, Grade .40 and 60 O.T.HRS. , , . ' 'ASTM A-185 REINSP.HRS. ' Welding Process: F.C'.A.W.' INSPECTOR . . Wire: , NR 311 3/32 Certified Welder: D. Hawkins, Lab # SD284209', 7/3/73 DATE 11/4/80 . Inspected the Iplacement, by pump, of 150.0 cubic yards 'of concrete at east half REG. HRS. 4.0 . . of third. floor' deck. Prepared one set 'of five concrete test samples #11 A-B- O.T.HRS. , C-D-E. REINSP. Has. INSPECTOR . Joseph E. Brindle DATE 11/5./80 REG. HRS. 13.0 O.T.Hns. , , REINSP.HRS. INSPECTOR . Earl Mathes , . John E. Hanssel Reinforced Concrete: Inspected the placement of reinforcing steel and W.W.E in 3rd floor slab between 3 and 5 from "A" to "D". Observed the placement of approximately 95.0 cubic yards of concrete in this area. After two trucks had been unloaded, I noted the concrete being placed at the hose end was considerably wetter' than previous loads. Slumped this 'load at 6k".' ' Notified' Superintendent who elected to pour as is. Cast test samples from this load on Line 4 between "C" and "D", marked Graham #12 A-B-C.' Cast a second set of DATE samples from a later load on Line 4 between "A" and "B".' Slump measured 2-3/4". REG. HRS. Structural Steel: Inspected and approved the partial welding of column splices O.T.HRS. , as follows: 2nd floor at "A-31', north and south flanges; at "B-l", east side REINSP.HRS. flange and web. At "D-3" north side flange. At each location', a one side full INSPECTOR penetration horizontal butt weld.was made' with single bevel and 3/8" minimum' gap with backing plate. Weld joint preparation and welding was witnessed on the column to column splices DATE at columns "B-l", 1105l", "A31'and "D3" on the second floor elevation. Column REG. HRS. "Cl" had a single 45 , bevel joint preparation with no 'root opening. . It was O.T.HRS. welded from one side and back scarfed from the other side to clean metal and REINSP.HRS. , ' weld. There was no mismatch at this connection and the welding was 0completed INSPECTOR and visually accepted. Columns "Bi", "A3" and' "D3" had a single 45 bevel with a ~4" root opening and used a back-up bar per Engineer. The joint preparation FORM 1 PAGE 2 JP r Ji Testing Engineers—San Diego. '• 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 r J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 Page 2 o2 LABORATORY NUMBER SD35-4304 JOB: Graham international Office Fac. DATE November 20, 1980 DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE 11/6/80 REG. HRS. 6.0* 0. T. HRS. .REINSP. HRS. INSPECTOR Lewis E. Goetz DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR and welding was accepted at these column locations per AWS and cutomer require- ments as follows: Column "Bl" South Flange . Column "A3" = West Flange . S Column rD3t = East Flange . . The Engineer requires a 3/8 x 5 x 5 plate to be welded on the back side of the column flanges which have a 1/8" or over mismatch. The above columns had a 1/8" plus mismatch but these plates were not put on yet. Witnessed fit-up and full penetration welding second floor elevation at Line "A-311, 11B-5", "C-511, "D-3" per detail l/S6. Holes cut in web for installation of backing strip left unwelded. Visually inspected root pass and subsequent layers for compliance with desigi drawings and specifications. DATE. REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REJNSP. HRS. INSPECTOR DATE REG HRS. 0. T. HRS. REINSP. HRS. INSPECTOR *Hours prorated with other, work. REPORTED To: (1) Graham International, Inc., Attn: Mr. N. L. Loban (1) Frank L. Hope & Associates, Attn: 'Vince Coviello . (1) Atkinson, Johnson & Spurner, Inc. • . , (1) M. H,.Cden Construction Company TESTING ENGINEERS - SAN DIEGO 1)-'C1.of Carlsbad . REVIEWED BY. CBO fh Charles B Oldsen, R E #9693 LOCATION IN STRUCTURE 2nd floor deck, Line "B" to "C" from 1 to 1.5. Graham #9 A-B-C. Made by TESD. 2nd floor deck, Line "D.3" to "D.6" from 4 to 5. Graham #10 .A-B-C. Made by TESD. Third .floor slab, east half. Graham #11 A-B-C-D-E. Made by TESD. Third floor slab, Line 4' from "C" to "D". Graham #12 A-B-C-D. Made by TESD. Third floor slab, Line 4 from "A" to '!B". Graham #13 A-B-C-D. Made by TESD. 3599 I 10/30 3657 I 11/4 3690 I 11/5 3691 I 11/5 AR: .. "1980 LAB NO. DATE C35 CAST MO. DA. 3598 1 10/29 - S . FORM 18 JP Testing Engineers—San Diego . 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641. r j 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758L3 730 . FILE No. 8002-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: .. . Graham International Office Facility ADDRESS: 2171 Palomar Airport Road Carlsbad, California Mix No. 52-4003 L.W. SPEC. 28-DAY STR.________ TYPE _CEMENT _5 .8 SCY SPEC. SLUMP 4 Hydro- Pozz. 344N and MBAE 10 lute ADMIX. . AGG. SIZE_ .- IN. STORED & CURED. NpT TESTED ... .• . ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN. AGE 5 ' 1800 . 5 11/7/80 11/13/80 li/20/80 3½ I: 1730. 3 ' 2020 ' .. 3-day 1130 --.. . 6-day 1700 6k I 1910 1 1 I 5-day 1 1500 2-3/4 2370 1 . . 5-day 1980 Daft CE.I1fE.D 11,980 CITyCF Euilding CAR, a ?t (1) Graham International, Inc., Attn: N. Loban (1) Frank L. Hope & Associates, Attn: Vince Coviello ) Atkinson, Johnson and Spurner .MHGolden Construction Comany ) City of Carlsbad . . Y) Pre-Mixed Concrete Company T 1-IC kh TESTING NEES.SN7EGO REVIEWED L—// /' f/_- T.H. Chapman, R.L #12882 Mix No. 50-0015 PUMP SPEC. 28-DAY STIR. _3000_Psi TYPE ______CEMENT__ 5.8 ___________ Scv SPEC. SLUMP ______IN. ADMIX. Pozz. 344 . AGO. SIZE_____ Graham International Office Facility 2171 Palomar Airport Road Carlsbad, California 1980 . DATE MAILED PATE CAST LOCATION IN STRUCTURE MO. DA. 3011 9/19/80 9/25/80 10/9/80 10/16/80 11/13/80 11/20/80 1450 •I 2440 60-day I 2780 Slab-on-grade,Lines "B" to - "C" from 3 to 5. . Graham #3 A-B-C. Made by TESD. Slab-on-grade, Lines 2 to 3 from "C" to "D". Graham #8 A-B-C. Made by TESD. JOB: ADDRESS: YEAR: LAB NO. C35 9/11 3079 I 9/17 STORED & CURED. NOT TESTED : ULTIMATE COMPRESSIVE STRENGTH. PSI - SLUMP IN. 7-DAY 28-DAY . OTHER TEST AGE RESULTS 1450 2850 60-day 3450 FORM 10 JP Testing Engineers—San Diego 346 7 Kurtz St., P.O Box 80985, San Diego, Ca. 92138 (714)225-9641 r j 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE NO. _8002-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE C11}4 or 211980 OePart io . /# • (1) Graham International, Inc., Attn: M. Loban (1) Frank L. Hope & Associates, Attn: Vince Coviello )5.J) Atkinson, Johnson and Spurner 41') H-Golden Construction Company krrity of Carlsbad . •. (1) Pre-Mixed Concrete Company THC : kh TESTING ENGINEER . N DIEGO REVIEWEDrBY p. T.H. Chapman, .E. #12882 FORM tO JP JOB: Graham International Office Facility ADDRESS: 2171 Palomar Airport Road Carlsbad, California YEAR: 1980 LAB NO. C35 DATE CAST MO. DA.. LOCATION IN STRUCTURE 2714 8/20 Footings and column pads. Graham #1 A-B-C. Made by TESD. 2787 8/22 East side grade beam and footing. Graham #2 A-B-C. Made by TESD. 3078 9/17 Slab-on-grade, Lines 2 to 3 from 1tA" to "B". Graham #7 A-B-C. Made by TESD. ____ Testing Engineers—San Diego aii . S LW' 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 r J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. _80021 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE _50-0008 3000 MI( No. SPEC 28-DAY STR. _5•4 TYPE _______CEMENT SCY SPEC. SLUMP _______IN. ADMIX. •_Pozz.44 Ass. SizE *STORED '& CURED. NOT TESTED . ULTIMATE COMPRESSIVE STRENGTH. PSI DATE OTHER SLUMP IN. 7-DAY 28-DAY TEST RESULTS MAILED AGE 31 .1700 2830: 60-day 4070. 9/4/80 9/19 /80 9/25/80 10/16/80 3 1890 3.360 60-day Disc. 10/23/80 11/20/80 3 1 1730 2690 60-day 3010 . 5 1R ECEVE NOV2 11980 CITYOFCARLSBAI) S . Building Department (1) Graham International, Inc., Attn: N. Loban (1) Frank L. Hope & Associates, Attn: Vince Coviello (1) Atkinson, Johnson and Spurner (1))1,X—.G-olden Construction Company (17 City of Carlsbad (1) Pre-Mixed Concrete Company TESTING ENGINEERS/A,N/DIEGO / THC:kh • . S T.H. Chapman, IYE. #12882 S FORM 16 JP Testing Engineers—San Diego 3467 Kurtz St., P.O Box 80985, San Diego, Ca. 92138 (714)225-9641 r J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 8002-1 SUMMARY r, rr mvrci III - ONE JOB: Graham International Office Facility ADDRESS: 2171 Palomar Airport Road Carlsbad, California 1980 LAB NO. DATE C35 CAST MO. DA. LOCATION IN STRUCTURE 3598 10/29 2nd floor deck, Line "B" to "C" from 1 to 1.5. Graham #9 A-B-C. Made by TESD. 3599 10/30 .2n4 floor deck, Line "D.3" to "11.6" -from 4 to 5. Graham #10 A-B-C. Made by TESD. 3657 11/4 Third floor slab, east half. Graham #11 A-B-C-D-E. Made. I . . by TESD. . 3690 11/5 Third floor slab, Line 4 from "C" to "D". Graham #12 A-B-C-D. Made by TESD. Mix No. 52-4003 L.W. SPEC. 28-DAY STR._3000Psi TYPE _______CEMENT_. 5.8 SC? SPEC. SLUMP 4 IN. Hydro- Pozz. 344N and MME 10 ADMIX. Aoc. SIZE______ IN. STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI OTHER DATE SLUMP 7-DAY . 28-DAY TEST RESULTS . MAILED IN. AGE 5 1800 5 11/7/80 11/13/80 3½ 1730 I I I 3 2020 3-day 1130 6-day 1700 6k I 1910.1 I 5-day I 1500 3691 11/5 Third floor slab, Line 4. .2-3/4 2370. 5-day 1980 from "A" to "B". Graham . S #13 A-B-C-D. Made by TESD. (1) Graham International, Inc., Attn: M. loban (1) Frank L. Hope & Associates, Attn: Vince Coviello (1) Atkinson, Johnson and Spurner . . . TE , EINEES.SN EGO (1) M.IL..Golden Construcmany. S STING (.1ry of Carlsbad REVIEWED (1) Pre-Mixed Concrete Company. . . TRC:kh S S T.R. Chapman, R.E. #12882 YEAR: 1980 LAB NO. DATE C35 CAST MO. DA. 3011 9 /11 3079 9 /17 :,. Testing Engineers—San Diego: 346 7 Kurtz St.,P.O.Box80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 -. SUMMARY OF COMPRESSION TEST RESULTS FORM 18 .$P FILE NO. 8002-1 PAGE ONE Mix No. 50-0015 PUMP SPEC. 28-DAY STR._3000 Psi TYPE ______CEMENT 5.8 SCY SPEC. SLUMP ______IN. ADMIX. Pozz. 344 3/4 SIZE______ IN. *STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN. Slab-ongrade,Lines "B" to .53/4 . 1450 2850 60-day /3450 JI 9 /19/80 "C" from 3 to 5. Graham #3 A-B-C. Made by TESD. Slab-on-grade, Lines 2 to 6 3 from "C" to "D". Graham #8 A-B-C. Made by TESD. JOB: Graham International Office Facility ADDRESS 2171 Palomar Airport Road Carlsbad, California LOCATION IN STRUCTURE 9/25/80 10/9/80 10/16/80 11/13/80 fAth Ij ó V*14.1980 . Oep (1) Graham International, Inc., Attn: N. Loban (1) Frank L. Hope & Associates, Attn: Vince Coviello (1) Atkinson, JohnsoneandSrier (1) M,H. Golden Const ompany (l'TtTE7of Carlsbad (1) Pre-Mixed Concret . THC :kh TESTING ENGINEER . N DIEGO. REVIEWED BY T.H. Chapman, .E. #12882 F-1 FORM I PAGE I JP iLJ Testing Engineers--San Diego . . 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 r J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 Page of 2 LABORATORY NUMBER SD35-4183 DATE October 31, 1980 FILE: #8002-1, Permit & Plan Check Joe: Graham International Office ADDRESS: 2171 Palomar Airport Road - - 0-111 'IrcTION o #8 Reinforced Concrete and Facility"l0198O Structural Steel Assembly I FABRICATOR OR ERECTOR: Drah'iém Steel & ' els Stud Service CITY OF CARLBAAcTOR: N.' H. Golden Construction, Building Departnecompany I SHOP- FIELD _X PLANT DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR Reinforcing Steel: ASTM A-615, Grade 60 Decking: ASTM-A-446-76 Shear Connectors: ASTM A-108 Concrete:. ' Mix #52-4003 (5.8 sacks, 3000 psi) Certified Welder: David Smith Performed visual inspection on completed arc spot and seam welds on 2nd floor area. Welds were inspected for correct size, contour and surface defects. Welds not complying with design drawings were marked for corrections. After corrections were made, welds were reinspected and accepted, 2nd 'floor area completed. Installation of shear studs on 2nd floor area was started. Performed test at beginning of shift on two studs.as per design specifications.. Test was satisfactory and automatic welding continued. During inspection of groove welds noticed connection plate fillet weld with excessive porosity for size of weld.' Area was marked and welding contractor will correct discrepancy at later date. DATE 10/27/80 REG. HRS. 4.0 0. T. HRS. REINSP. HRS. INSPECTOR Juan R. Diaz 'DATE REG., HRS. 0. T. HRS. REINSP. HRS INSPECTOR DATE 10/28/80 REG. HRS. 4.5 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR Performed visual inspection on installed shear connectors on 2nd and 3rd floor areas. Connectors were inspected for correct amount, proper spacing, height and fusion to supporting member. Shear connectors complied with design drawings and were accepted. Performed visual inspection on completed arc welds on third floor area.' Welds complied with design drawings and were accepted. Note: Seam welds have not been completed. Performed visual inspection on placed reinforcing steel in 2nd floor area between Lines 1 and 3, "A" to "D". In-place reinforcing steel complied with correct size, grade and length. Correct lap on steel mesh complied with, design drawings and was accepted. Refermce Details 2/S-7, 7/S-8, 6/s-8. ' - SAN DIEGO . FORM I PAGE 2 JP g Testing Engineers—San Diego. 7KurtzSt., P.O. Box80985, San Diego, Ca. 92138 (714)225-9641jvor346 J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 Page 2 of LABORATORY NUMBER SD35-4183 JOB:' Graham International Office Facility DATE October 31, 1980 DATE 10/29/80 Witnessed placement of approximately 90.0 cubic yards of concrete, as per REG. HRS. . 6.0 . plans and specifications, on approved reinforcement, at 2nd. floor deck, Lines O.T.HRS. : :1 to 3 and "A" to "D". Cast 3 test cylinders, marked Graham #9 A-B-C, with REINsP. HRS. a slump of 5", at 2nd floor deck, Lines "B" to "C", 1 to 1.5.. INSPECTOR . . . . . . . Fernando Cardenas . . .: . Approved reinforcing steel placement, as per plans and specifications, at 2nd DATE 10/30/80 REG. HRS. 6.0 floor deck, Lines 3 to 5, from "A" to "D". Witnessed placement of approxi-. O.T.HRS. mately 93.0 cubic yards of concrete, as per plans and specifications, at REINSP.HRS. locations noted above. Cast 3 test cylinders marked Graham #10 A-B-C, with " a slump of 3½" at 2nd floor deck, Lines D.3 to D.6, from 4to 5. INSPECTOR 0. T. HRS. REINSP. HRS. •-. . . . . . . . . . . - : INSPECTOR . . . . . . . . . . . DATE REG. HRS. ' . . .. . . . O.T.HRS. REINsP. HRS. INSPECTOR . ...... ... •• •. .. . . . DATE . . REG.HRS. 0. T. HRS. . . . . . REINSP. HRS. INSPECTOR . . . DATE REG. HRS. • . . . . • O.T.HRS. . - ..• . •. . . REINSP HRS INSPECTOR •• • • • REPORTED To: (1) Graham International Inc., Attn: M. L. Loban (1) Frank L. Hope & Associates, Attn: Vince Coviello (1) Atkinson, Johnson & Spurner, Inc. l)M ,jH. ColdenConstruction Company TESTING TINGENGI 1),~~ty of Carlsbad THc':fh • . .. .. . . T./H. Chapma . FORM 10 jp ,L J Testing Engineers—San Diego 0. . 110 3467 Kurtz St,PO Box 80985, San Diego, Ca 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 7583 730 FILE No. 8002-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Graham International MIX No. 52-4003 L.W. SPEC. 28-DAY STIR. 3000 Office Facility . ADDRESS: 2171 Palomar Airport Road . TYPE _CEMENT 5.8 SCY SPEC. SLUMP 4_IN. Carlsbad, California . . . Hydro Pozz. 344N and MBAE 10 lute ADMIX. AGG. SIZE IN. *STORED & CURED. NOT TESTED 1980 . . ULTIMATE COMPRESSIVE STRENGTH. PSI DATE LAB NO. DATE . . . .OTHER CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED C35 MO. DA. IN. AGE 3598 10/29 2nd floor deck, Line "B" to 5 1800 . 11/7/80 "C" from 1 to 1.5. Graham #9 A-B-C. Made by TESD. . 3599 10/30 2nd floor deck, Line "D.3" 3½ 170 . •. to "D.6" from 4 to 5. . Graham #10 A-B-C. Made by . •• . . . TESD. (1) Graham International, Inc., Attn: M. Loban (1) Frank L. Hope & Associates, Attn: Vince Coviello (1) Atkinson, Johnson and Spurner (1) Golden Construction Cnny of Carlsbad • • . (l) Pre-Mixed Concrete Compa • . THC:kh . • . • • TESTINGNEES.7 EGO REVIEWED T.H. Chapman, R.. #12882 FORM I PAGE I JP Testing Engineers—San Diego 3467KurtzSt P0 Box80985 SanDiego Ca 92138 (714)225-9641 Out 1 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD35-4095 INSPECTION REPORT DATE October 31, 1980 #8002-1, Permit & Plan Check #80-111 INSPECTION OF High-Strength Bolting..... JOB: Graham International Office Facility . FABRICATOR OR ERECTOR: Boal Steel S CONTRACTOR: N. H. Golden Construction 2171 Palomar Airport Road .. . Company . . ADDRESS: Carlsbad California . . SHOP_______ FIELD_______ PLANT DATE . Bolts: ASTM A-325 . REG. HRS. . . . . . . . .5 0. T. HRS. . . . S. . REINSP. HRS. . INSPECTOR DATE 10/21/80 REG: HRS. 2.0* 0. T. HRS. REINSP. HRS. INSPECTOR Juan Diaz DATE REG. HRS. 0. T. Has. REINSP. HR INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T.HRS. REINSP. HRS. INSPECTOR Torque test was performed on ten percent of high-strength bolted connections. Calibrated torque wrench was set at 570 foot/pounds. Tightened connections complied with design drawings and were accepted. RECEIVED NOV.6 1980 CITY' OF. CARLSBAD Building Department *Hours prorated with other work. REPORTED TO; (1) Graham International Inc., Attn: N. L. Loban (1) Frank L. Hope & Associates-, Attn: Vince Coviello S 5 (1) Atkinson, Johnson & Spurner, Inc. - 4114 1 ~-H:—dolden Construction Company TESTING ENGINEERS - SAN DIEGO Cty of Carlsbad S - S - REVIEWED BY / /... THC:fh S T. H. Chapman, R.E. #12882 Testing Engineers—San Diego 346 7 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 1.903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NO. SD35-4093 NONDESTRUCTIVE TEST REPORT . DATE 10-31-80 FILE: #8002-1, Permit & Plan Check #80-111 . JOB: Graham International Office Facility 2171 Palomar Airport Road . . .. . . ADDRESS: Carlsbad, CA . TYPE OF TESTING: Ultrasonic FABRICATOR OR ERECTOR: Boal Steel CONTRACTOR:M.H. Golden Construction SHOP _____ FIELD X Page of 3 MATERIAL: ASTM A-36 . . METHOD: . Ccntwt- TRANSDUCERS: 2.25 MHZ CALIBRATION: DSC Block SHEAR WAVE-ANGLE: 70° INSTRUMENT: Sonics Mark I INSPECTION STANDARD: AWS D1.1-80 . RATE OF INSPECTION: 100% DESCRIPTION OF TESTING/ITEM(S) Ultrasonic testing of full soundness.; . penetration welds for. . . . DATE HOURS TECHNICIAN 10-20 4.0 J. Diaz 4.0 J. Diaz PART NO. / LOCATION NO. / TYPE WELDS TESTED ACC. REJ. REMARKS October 20, 1980 . .. . Flange to Column Full Penetration Welds 2nd floor at D-2 2 2 0 Córtforñis with specificatioi 2nd floor at D-3 4 4 0 Conforms with specificatiài 2nd floor at D-4 2 2 0 Conforms with specificatioi 2nd floor at .A-2 3 2 0 Conforms with specificatioi 2nd floor at A-3 4 . 4 0 Conforms with specificatioi 2nd floor at A-4 2 2 0 Conforms with specificatioi Bottom B-1 1 . 1 0 Conforms with specificatioi Bottom c-1 1 0 Conforms with. specificatioi I jr-i I1%LJ ir J Testing Engineers—San Diego 346 7 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 DD LABORATORY NO. SD35-4093 NONDESTRUCTIVE TEST REPORT DATE 10-31-80 FILE: #8002-1 JOB: Graham International 2171 Palomar Airport ADDRESS:. Carlsbad, CA Office Facility Road . . TYPE OF TESTING: Ultrasonic FABRICATOR OR ERECTOR: Boal Steel CONTRACTOR: M.H. Golden Constructio SHOP _____ FIELD X Page 2 of 3 PART NO. / LOCATION NO. I TYPE WELDS TESTED ACC. REJ. REMARKS October 20, 1980 cont. Flange to Column Full Penetration Welds 3rd floor at D-2 2 2 0 . Conforms with specifications 3rd floor at D-3 4 4 0. Conforms with specifications 3rd floor at D-4 . 2 . 2 0 Conforms with specifications 3rd floor at A-2 . 2. 2 0 Conforms with specifications 3rd floor at A-3 . 4 4 0 Conforms with specifications 3rd floor at A-4 2. 2 .0 Conforms with specifications October 21, 1980 Flange to Column Full Penetration Welds Roof elevation., at D-2 2 2 0 Conforms with specifications Roof elevation at D-3. 4 . . . . 4 0 . Conforms with specifications Roof elevation at D-4 2 2 0 Conforms with specifications Roof elevation at A-2 2 2 0 Conforms with specifications Roof elevation at A-3 4 4 0 Conforms with specifications Roof elevation at A-4 2 2 0 IConforms.with specifications Roof elevation at B-1 2 2 0 Conforms with specifications Roof elevation at C-1 2 2 0 Conforms with specifications Roof elevation at B-5 2 . - .Conforms with specifications _ . . _____ • Testing Engineers—San Diego: '. I'M Y 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138(714)225-9641 j 1903 West Vista Way Unit B Vista California 92083 (7.14),758-3730. LABORATORY NO. 'SD35-4093. NONDESTRUCTIVE TEST REPORT DATE 10-31-80 FILE: #8002-i ' ' ' JOB Graham International Office Facility. 2171 Palomar Airport Road ADDRESS: Carlsbad, CA , ' ' ' ' ' TYPE OF TESTING:..Ultrasonic FABRICATOR OR ERECTOR Boal Steel CONTRACTOR M H Golden Constructio SHOP _____ FIELD X Page of 3 PART NO. I LOCATION ' NO. I TYPE WELDS TESTED ACC. ' REJ. ,. REMARKS' ' October 21 1980 cont. Flange,.-,to Column Full Penetration Welds Roof elevation at C-5 2 ' 2 ' 0 Conforms with specifications Stiffner Platè'Welds Roof level at 5B ' 1 ' ' " 1 0 Conforms with specifications Roof level at 5C 1 ., 1 0 Conforms with specifications Roof level at Bl ' 1 ' ' 1 ' 0 Conforms with specifications Roof level at Cl ' : • , 1 , , 0 Conforms' with specifications 2nd floor at Bl , ' 1 ' ' '' ' . 1 • 0 Conforms with specifications REJECTION RATE ' • 1% RETESTS OF REPAIRED WELDS" N/A , '' HOURS N/A REPORTED TO (1) Graham International, Inc (1) Frank L. Hope & Associates, Attn: Vince Coviello , (1) Atkinson, Johnson & Spurner, Inc. Testing Engineers—San Diego (1) M. ._-Co-lden Construt Co. , •• ' . (141 City of Carlsbad 7Reviiewed by THC:cd , ' ' ' • • , ' T. Fl. Chápniar R.E. #12882'.', FORM-JP-1O1 Testing Engineers—San Diego' FORM I PAGE I .JP 3467 Kurtz St, P.O. Box 80985, San Diego, Ca. 92138 (714),225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3732 1 LABORATORY NUMBER SD35-4006 INSPECTION REPORT #8002-1, Permit & Plan Check #80-111 Graham International Office Facility 2171 Palomar Airport Road Carlsbad, California DATE October 2431 1980 INSPECTION OF Structural Steel Assembly and High-Strength Bolting FABR)CATOR 'OR ERECTOR: Ed Hawkins Welding Boal Steel, Inc. CONTRACTOR: M. H. Golden Construction Co. SHOP_______ FIELD X - PLANT FILE: I -JOB: ADDRESS DATE Structural Steel: ASTM A36 REG. HRS. Flux-Core Wire: E70T-7 (Lincoln N.R. 311) OCT 2 81980 O.T.HRS. High-Strength Bolts: ASTN A325 REINSP. HRS. Certified Welder: E. Hawkins CITY OF CARLSBAD. INSPECTOR Building Department DATE 10-13-80 REG. HRS. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR G. Piepenbrink DATE REG. HRS.' O.T.HRS. REINSP. HRS INSPECTOR Checked joint preparation and observed full penetration welding of rigid frame connections at points "B-5" and "C-5".atthe second floor elevation, the third floor elevation, and the roof elevation. Welds were performed as per reference details lB/S6 and 1D/S6. They were inspected for surface defects, correct length and sufficient throat and were found to be accep- table. Checked joint preparation' and observed full penetration welding of stiffener plates at points "B-.5" and "C-5" at the second and third •floor elevations. Welds were performed as per reference details 1A/S6 and 1D/56.. They were inspected for surface defects, correct 'length and sufficient throat and were found to be acceptable. DATE 10-14-80 REG. HRS. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG: HRS. 0.T.HRS. REINSP. HRS. INSPECTOR 'Checked joint preparation and observed full penetration welding of rigid frame connections at points "B-i" and "C-l" at the second floor elevation, the third floor elevation, and the roof elevation. Welds were performed as ,per reference details •1B/S6 and 1D/56. They were inspected for surface defects, correct length and sufficient throat and were found to be acceptable. Checked joint preparation and observed full penetration welding of stiffener plates at points "B-l" and "C-l" at the second and third floor elevations. Welds were performed as per reference details 1A/S6 and,1D/S6. They were inspected for surface defects, correct length .and sufficient throat and were found to be acceptable. FORM I PAGE 2 JP Testing Engineers—San Diego 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 r J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD35-4006 JOB: Graham International Office Fac. DATE October 24, 1980 DATE 10-15-80 REG. HRS. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. RENSP. HRS. INSPECTOR DATE 10-16-80 REG. HRS. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR Checked joint preparation and observed full penetration welding of rigid frame connections at points "D-2" and "D-3" at the second floor, the third floor and the roof elevations. Welds were erformed as per reference details 1B/S6 and ID/S6. They were inspected for surface defects, correct length and sufficient throat and were found to be acceptable. Checked joint preparation and observed full penetration welding of stiffener plates at points "B-i" and "C-l" at the roof elevation. Welds were performed as per reference details 1A/S6 and 1D/S6. They were inspected for surface defects, correct length and sufficient throat and were found to be acceptable. Ultrasonic testing was performed on some of the full penetration welds completed. A full report of the findings of these tests will be submitted. Tightening and torque-testing of high-strength bolts were completed at the second floor elevation at the following rigid frame connection points: "B-l", "C-i", "D-2", "D-3" and "B-5". These connections were satisfactorily tightened as per the A.I.S.C. specification for "Structural Joints Using ASTM A325 or A490 Bolts". DATE 10-17-80 Checked joint preparation and observed full penetration welding of rigid REG. HRS. 8.0 frame connections at points "D-411 , "A-211 , "A-.3", and "A-4", at the second* 0.T.HRS. floor, third floor and roof elevations. Welds were performed as per reference RE,Nsp.HRs. details 1B/56 and 1D/56. They were inspected for surface defects, correct INSPECTOR length and sufficient throat and were found to be acceptable. Tightening and torque-testing of high-strength bolts were completed at the DATE third floor elevation and the roof elevation at the rigid frame-connections REG. HRS. at points hlc_lt "D-3 11, 11D-41', "B5", I_5hI tIA_3t, and it I O.T.HRS. These connections were satisfactorily tightened as per the A.I.S.C. speci- REINSP.HRS. fication for "Structural Joints Using ASTM A325 or A490 Bolts". INSPECTOR DATE REG. HRS. 0.T.HRS. REINSP. HRS. OCT 2 81980 INSPECTOR CITy OF ,j,,, A F?LSRA r e f REPORTED To: (1) Graham International Inc., Attn: (1) Frank L. Hope & Associates, Attn: (1) Atkinson, Johnson & Spurner, Inc. M.H. Gplden Construction Company (1)_er! cf Carlsbad iofr THC:js M.L. Loban Vince Coviello TESTING ENGI RS - SAN DIEGO REVIE . S 5/ T. 4. Chapmar( R.E. #12882 LOCATION IN STRUCTURE Footings and column pads. Graham #1 A-B-C. Made by TESD. East side grade beam and footing. Graham #2 A-B-C. Made by TESD. Slab-on-grade, Lines 2 to 3 from "A" to "B". Graham #7 A-B-C. Made by TESD. YEAR: LAB NO. C35 2714 1980 DATE CAST MO. DA. 8/20 2787 8/22 3078 1 9/17 ... Testing Engineers—San Diego 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit B Vista, California 92083 (714) 758-3730 FORM 10 JP FILE No. 8002-1 SUMMARY OF COMPRESSION TEST RESULTS • PAGE ONE JOB: Graham International Office Facility Mix No. 50-0008 . SPEC. 28.DAY STR. 3000 PSI ADDRESS: 2171 Palomar Airport Road TYPE _CEMENT ____________ Scv SPEC. SLUMP 1 IN. Carlsbad, California ADMIX. Pozz.344 AGG. SIZE-IN. * STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI DATE OTHER SLUMP IN. 7. DAY 28-DAY TEST RESULTS MAILED AGE 3½ 1700 (83,9/?60-day L(70.) 9/4/80 v-' 9/19/80 9/25/80 10/16/80 3 1890 3360 60-day *Disc. 10/23/80 3 1730 2690) .' / OCT2 1980 CITY 9.acDI iBU sa iønt (1) Graham International, Inc., Attn: M. Loban (1) Frank L. Hope & Associates, Attn: Vince Coviello (1) Atkinson, Johnson and. Spurner (1) M.-H.-Golden Construction CoO (rT 'ity of Carlsbad (1) Pre-Nixed Concrete Company TESTING ENGINEERS, /(_I l _,7Z_- THC:kh . . T.H.'Chapman, 1Y.E. #12882 FORM to JP 4g/ Testing Engineers—San Diego 346 7 Kurtz St., P.O. Box 80985; San Diego, Ca. 92138 (714)225-9641 r j 1903 West.Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No.-8002-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE MIX No. 50-0008 SPEC. 28-DAY STIR. _3000_Psi TYPE —CEMENT Scv SPEC. SLUMP IN. ADMIX. Pozz.344 Acs. SIZE______ IN. STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI DATE OTHER SLUMP IN. 7-DAY 28-DAY TEST RESULTS MAILED AGE 3 1700 .2830 9/4/80 9/19/80 9/25/80 10/16/80. 3 1890 3.360 60-day *Disc. JOB: Graham International Office Facility ADDRESS: 2171 Palomar Airport Road Carlsbad, California YEAR: 1980 LAB NO. DATE C35 CAST MO. DA. LOCATION IN STRUCTURE 2714 8/20 Footings and column pads. Graham #1 A-B-C. Made by TESD. 2787 8/22 . East side grade beam and footing. Graham #2 A-B-C. Made byTESD. 3078 9/17 Slab-on-grade, Lines 2 to 3 from hAlt to "B". Graham #7 A-B-C. Made by TESD. 3 1730 690, OCT I? 1980 CITY OF CA LSBd D UlIding artnieflt (1) Graham International, Inc., Attn: M. Loban (1) Frank L. Hope & Associates, .Attn: Vince Coviello (1) Atkinson, Johnson and Spurner (1)LHlden Construction Compa / (J.'[ City of Carlsbad ' 1Oji (1) Pre-Mixed Concrete Company THC :kh TESTING ENGINEERS. P EVJW7 I f I. 171- T.H. Chapman, *,E".-#12882 FORM 10 JP FILE No. 8002-1 Testing Engineers—San Diego: 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 SUMMARY OF COMPRESSION TEST RESULTS 50-0015 PUMP SPEC. 28 STIR. -DAY ________ Mix No. 5.8 TYPE ______CEMENT Scy SPEC. SLUMP ______IN. Pozz. 44 3/4 ADMIX. AàG. SIZE— IN. STORED CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI DATE OTHER SLUMP 7-DAY 28-DAY MAILED TEST RESULTS IN. AGE 53/4. 1450 (so .. 9/19/80 9/25/80 10/9/80 6 '1450 '(~~4O 10/16/80 JOB: Graham International Office Facility ADDRESS 2171 Palomar Airport Road Carlsbad, California YEAR: 1980 LAB NO DATE CAST LOCATION IN STRUCTURE C35 MO. DA. 3011 9 /11 Slab.-on-grade,Lines "B" to "C" from 3 to 5 .. Graham #3 A-B-C. Made by TESD. 3079 9/17 Slab-on-grade, Lines 2 to 3 from "C" to "D". Graham #8 A-B-C.. Made by TESD. D OCT 171980 CITY OF CARU BAD Building Departm nt 11 (1) Graham International, Inc., Attn: M. Loban (1) Frank L. Hope & Associates, Attn: Vince Coviello (1) Atkinson, Johnson and Spurner (l)M ,Co,Ld.en Construct ion Compa (1) Pre-Mixed Concrete Company THC : kh TESTING ENGINEER - S N DIEGO REVIEWED BY T.H. Chapman, d.E. #12882 • '• Testing Engineers—San Diego I, 3467KurtzSt., P.O. Box 86985, San Diego, Ca. 92138 (714)225-9641 r J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 H LABORATORY NUMBER SD35-3677 INSPECTION REPORT DATE Sept. 26, 1980 ouu -i, L-erm1c ann nan unecK ffoU-ILJ. INSPECTION OF Reinforced Concrete Jog: Graham International Office Facility FABRICATOR OR ERECTOR: M. H. Golden Construction Company CONTRAOToR:M.H. Golden Construction Co. DATE ' Reinforcing Steel: A5TMA615, Grade 60. REG. HRS. Concrete Mix:' 50-0008 (5.4 sks., 3000 psi). O.T.HRS, '50-0015 (5.8 sks.', 3000 psi). REINSP. HRS. INSPECTOR DATE 9/17/80 REG. HRS. 55*' O.T.HRS. 0.5 REINSP. HRS. INSPECTOR C. Webb Inspected placement of approximately 28.5 cubic yards of Mix 50-0008 at slab-on-grade from Lines "A" to 'B" and 2 to 3. Cast test samples, marked Graham #7 A-B-C, with a 3" slump. Witnessed placement of approximately 66.5 cubic yards of Mix 50-0015 at slab-on-grade from Lines "C" to "D" and 2 to 3, and at south entrance retaining walls, east and west sides. Cast test samples, marked' Graham #8 A-B-C, with a 6" slump. Inspected placement of reinforcing steel at north and south entrance retaining walls. RErr: a rir1 io CITY OE .CAF Englneedng Veprtment ' * Hours prorated with other work. (1) Graham International, Inc., Attn: M.L. Loban REPORTED TO: '(1) Frank L. Hope & Associates, Attn: Vince Coviello (1) Atkinson, Johnson & Spurner, Inc. (1) M.H. Golden Construction Company ity of Carlsbad TESTING ENGJN SAN DIEGO, THC : kh T.FL( Chapman, RLE. #12882 . . FORM to JP /. Testing Engineers—San Diego LDLI 3467, Kurtz P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 0 West Vista Wa Unit B, Vista, California 92083 714 758-3730 FILE No. _8002-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Graham International Mix No. 50-0015 PUMP SPEC. 28-DAY STR. 3000 Psi Office Facility . . . ADDRESS: 2171 Palomar Airport Road TYPE-CE M ENT 5.8 Sc'' SPEC. SLUMP ______IN. Carlsbad, California ADMIX. Pozz. 44 AGG. SIZE IN. STORED & CURED. NOT TESTED YEAR: 1980 . ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE . OTHER DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST MAILED RESULTS C35 MO. DA. IN. AGE 3011 9./1I S1ab-on7grade,Lines "B" to 5i3/4 1450 2850 . 9/19/80 "C" from 3 to 5. '.Graham . .. . 9/25/80 #3 A-B-C. Made by TESD. . . 10/9/80 3079 9/17 Slab-on-grade, Lines 2 to 6 1450 3 from "C't to "D". Graham #8 A-B-C. Made by TESD. (1) Graham International, Inc., Attn: N. Loban - (1) Frank L. Hope .& Associates, Attn: Vince Coviello (1) Atkinson, Johnson and Spurner (1) M.Fk'Golden Construction Company. (lrEityof Carlsbad (1) Pre-Mixed Concrete Company THC : kh TESTING ENGINEER S N DIEGO • • REVIEWED BY T.H. Chapman, .E. #12882 - FORM 10 JP JII Testing Engineers —San Diego 346 7Kurtz St, P 0 Box 80985, San Diego, Ca 92138 (714)225-9641 r 1 1903 West Vista Way,UnitB. Vista, California 92083 (714) 758-3730 FILE No. 8002-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Grout SPECIFIED 2000- JOB: Graham International . . MATERIAL:: 28-DAY STR.: PSI Office Facility C611FWP6 ruxi' ADDRESS: 2171 Palomar Airport Road . PRoPoRTIoNS/Mix No.: Carlsbad, California . TYPE: CEMENT, 6.5 SPEC. SLUMP: 6 . IN YEAR: 1980 . . ADMIXTURE: Pozz. 300N AGG. SIZE: 3/8 IN. STORED & CURED, NOT TESTED . . ULTIMATE COMPRESSIVE STRENGTH.. PSI Lab. No. DATE . . . OTHER DATE C35 CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED CAST . IN. . AGE 2836 /27 South base wall. Graham - 9 3160. - 3880,, 60-day *Disc. 9/4/80 #2 A-B-C. Made by . . -. . 9/25/80 TESD. RECEIVE s0291980 CITY OF CPRLS' Building DePaitmE H H (1) Graham International,Inc.-, Attn: N. Loban (1) Frank L. Hope & Associates, Attn: Vince Coviello (1) Atkinson, Johnson and Spurner (1) M.H...Golden Construction Company of Carlsbad,.g . THC:kh I, TESTING DIEGO REVIEWED B T.11 Chapman, fr.E. #12882 FORM 18 JP Testing Engineers—San Diego 346 7 Kurtz St., P.O. Box 80985, San Diego, Ca. 921.38 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Graham International . Office Facility ADDRESS: 2171 Palomar Airport Road Carlsbad, California FILE No. 8002-1 'STORED & CURED. NOT TESTED .ab. No. DATE CAST LOCATION IN STRUCTURE C35 MO. DA. 2835 8/26 . East wall. Graham#1 A- B-C. Made by TESD. 2837 8/27 Elevator pit. Graham #3 A-B-C. Made by TESD. MATERIAL: Mortar PECIFIEO 28-DAY STR.: 2000 PSI 1 cement, 3 sand, 1/4 lime PROPORTIONS/MIX No.: TYPE: CEMENT: SPEC. SLUMP: IN. YEAR: 1980 ADMIXTURE: AGO. SIZE: . IN. ULTIMATE COMPRESSIVE STRENGTH. PSI DATE OTHER SLUMP IN. 7-DAY 28-DAY TEST RESULTS MAILED AGE 2520 3380 60-day *Disc. . 9 /4/80 9/25/80 ---.. 2420 3580 60-day *Disc. REI EF!E EP29lBP CITY QFCAULSBID Building pep rtment H H . 1.• (1) Graham International, Inc., Attn: M. Loban (1) Frank L. Hope & Associates, Attn: Vince Coviello (1) . Atkinson, Johnson and Spurner (1) M.H. Golden Constru i Company S TESTING ENGINEERS. XA DlEGO .(lj.aCi4r of Carlsbad REVIEW THC:kh T.H. Chapman, V.E. #12882 FORM ie JP Testing Engineers—San Diego Iv#3467 Kurtz St., P.O Box 80985, San Diego, Ca. 92138 (714)225-9641 j 1903 West Vista Way, Unit B, Vista, California 92083 (714) 7583730 FILE No. 8002-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Graham International Mix No. 50-0015 PUMP SPEC. 28-DAY STIR. 3000 p, Office Facility . . ADDRESS: 2171 Palomar Airport Road TYPE ______CEMENT_5.8 SCY SPEC. SLUMP -IN. Carlsbad, California ADMIX. Pozz. 344 AGG. SIZE 3/4 IN. STORED & CURED. NOT TESTED YEAR: 1980 ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE . OTHER DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED MO. DA. . - ' ' IN. AGE '3011 9/11 3079 'I 9/17 R ,Ei .! sift I S P'2 9 19 go CITY ~g Departme'nf CAFLSBA Build (1) Graham International, Inc., Attn: M. Loban (1) Frank L. Hope & Associates, Attn: Vince Coviello (1) Atkinson, Johnson and Spurner (1) M.H. Golden Construct 9 Company (lYity of Carlsbad (4t (1) Pre-Mixed Concrete 6tpany THC : kh TESTING ENGINEER . N DIEGO REVIEWED BY T.H. Chapman, LE. #12882 S1ab-on-grade,Lines "B" to "C" from 3 to 5• ', Graham' #3 A-B--C. 'Made by TESD., Slab-on-grade, Lines 2 to 3 from "C" to "D". Graham #8 A-B-C. Made by TESD. L 1450.. 6 ' ' I 1450 9/19/80 9/25/80 PAGE ONE FORM ie JP Testing Engineers—San Piègo _____ 3467KurtzSt.,P.O; Box 80985, San Diego, Ca. 92138 (714)225-9641 I J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No.-8002-1 SUMMARY OF COMPRESSION TEST RESULTS JOB: Graham International Office Facility ADDRESS: 2171 Palomar Airport Road Carlsbad, California YEAR: 1980 LAB NO. DATE C35 CAST MO. DA. LOCATION IN STRUCTURE 2714 8/20 Footings and column pads. Graham #1 A-B-C. Made by TESD. 2787 8/22 East side grade beam and footing. Graham #2 A-B-C. Made by TESD. 3078 9/17 Between columns 2 and 3 from "A" to "B". Graham #7 A-B-C. Made by TESD. Aix No. SPEC. SPEC. 28-DAY STIR. Psi rYPE ______CEMENT 5.4 __ ScY SPEC. SLUMP ______IN. ADMIX Pozz. 344 AGG. SIZE IN. STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER DATE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN. AGE 3½ 1700. 2830 ) 9/4/80 9/19 /80 9/25/80 3 I 1890 1 3360 160-day I*Disc. 3 I 1730 RECEIVE SEP2 1980 CITY OF C RLS1 Building E epaitme (1) Graham International, Inc., Attn: M. Loban (1) Frank L. Hope & Associates, Attn:-Vince Coviello (1) Atkinson, Johnson and Spurner (1) N j... Golden ConstrucpW101nompany (PO.-City of Carlsbad (1) Pre-Mixed Concrete 6n'pany 11 TESTING ENG!NEERS, AN DIEGO R EV15wr7 7'f THC:kh T.H. Chapman, V.E. #12882 FORM 10 JP Testing Engineers—San Digo; 1_____ 3467KurtzSt,PO Box 80985, San Diego, Ca 92138 (714)225-9641 r j 1903 West Vista Way, Unit B, Vista, California 92083 (714) 7583 730 FILE No. 8002-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Graham International Mix No. 50-0015 PUMP SPEC. 28-DAY STR._3000 PSI Office Facility . ______CEMENT 5.8 ADDRESS: 2171 Palomar Airport Road TYPE ScY SPEC. SLUMP ______IN. Carlsbad, California 3/4 ADMIX. Pozz.344 ____ . Ac. SIzE IN. - STORED &CURED. NOT TESTED YEAR: 1980 . .• ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE . . OTHER DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED C35 MO. PA. . IN. AGE 3011 9/11 Columns between Line 3 and 5 3/4 j l450. • . 9/19/80 4 from "B" to "C". Graham . - I #3 A-B-C. Made by TESD. . '.. . . (1) Graham International, Inc., Attn: M. Loban (1) Frank L. Hope & Associates, Attn: Vince Coviello (1) Atkinson, Johnson and Spurner. (1) M.H. Golden Construction çgp'y 1')City of Carlsbad • (1) Pre-Mixed-Concrete Company THC:kh • : TESTING ENGINEER N DIEGO REVIEWED BY T.H. Chapman, E. #12882 - FORM 15 JP Testing Engineers—San .Diègo . . ID013467Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 r 1 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 8002-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE JOB: Graham International Office Facility Mix No. 50-0008 SPEC. 28-DAY STR 3000 Psi ADDRESS: 2171 Palomar Airport Road TYPE ______CEMENT__ 5.4 _________ SCY SPEC. SLUMP 1 IN. Carlsbad, California . . . . . ADMIX. Pozz. 344 AGG. SIZE-IN. * STORED & CURED. NOT TESTED YEAR: 1980 . ULTIMATE COMPRESSIVE STRENGTH, PSI LAB NO. DATE . OTHER DATE C35 MO, LOCATION IN STRUCTURE SLUMP 7-DAY . 28-DAY RESULTS MAILED AGE 2714 8/20 Footings and column pads. 3½ 1700 28304' 9/4/80 Graham #1 A-B-C. Made by . 9 /19/80 TESD. 2787 8/22 East side grade beam and - 3 1890 3360 60-day *Disc. footing. Graham #2 A-B-C.- . . . . -Made by TESD. . -. MEC 110 SEP 31980 CIT Y 3,ç ! (1) Graham International, Inc., Attn: M. Loban (1) - Frank L. Hope & Associates, Attn: Vince Coviello (1) Atkinson, Johnson and Spurner . (1) M.H. Golden Construction opany 1-)Ctty of Carlsbad - (1) Pre-Mixed Concrete Company - TESTING J ENGINEERS. DIEGO REV THC:kh - T.H.' Chapman, /.E. #12882 _ O *,'F Testing Engineers—San Diego 3467KurtzSt., P.O. Box80985, San Diego, Ca. 92138 (714)225-9641 r J. 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FORM I PAGE I iF LABORATORY NUMBER SD35-3549 INSPECTION REPORT DATE September 19, 1980 FILE: 8002-1, Permit & Plan Check #80-111 Graham International Office Facility ADDRESS: 2171 Palomar Airport Road, Carlsbad, Calif. INSPECTION OF Reinforced Concrete FABRICATOR OR ERECTOR: M.H. Golden Con- truction Company CONTRACTOR: N.H. Golden Construction Co. SHoP_______ FIELD_XXX ______ PLANT DATE REC. HRS. 0. T. HRs. REINSP. HRS. INSPECTOR DATE 9 /11/80 REG. HRS. 5.0* O T. HRS. REINSP. Hps. INSPECTOR Cañdace Webb Concrete Mix: 50-0015 (5.8 sks., 3000 psi). Witnessed placement of approximately 102.0 cubic yards of concrete in slab-on-grade, Lines "A" to 11D" from 3 to 5. Cast test samples, marked Graham #3 A-B-C, with a 5-3/4" slump, from Lines "B" to "C" between 3 and 4. SEP 231980 CITY OF CARLSBAD Building Department (1) Graham International, Inc., Attn: M.L. Loban REPORTED To: (1) Frank L. Hope & Associates, Attn: Vince Coviello (1) Atkinson, Johnson & Spurner, Inc. (1) N.H. Golden Constructin ompany Carlsbad TESTING ENGI E S - SAN DIEGO - D ri L/, - THC :kh T.H. Chapman, R.E. #12882 Testing Engineers—San Diego • . .. i0 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714)225-96411. (111,J 1903 West Vista Way, Unit B, Vista, California .92083 (714) 758-3730 DAILY.RESULTS -IN PLACE DENSITY TESTS . DATE OF TEST September 34 1980 JOB DATA FILE No. #8002-1 PROJECT- Graham International AB. No. SD35-3381 DATE OF REPORT September8.1980 coNTRACToR_M.H.Golden TEST No. L 0 C A T I 0 N IN PLACE MOIST. OPTIMUM MOIST. IN PLACE DRY DENSITY MAX. DRY DENSITY PERCENT REL. COMP. REQUIRED PERCENT RELATIVE COMP. R E M A R K S 9/ 1 Re-testof9-2,#1 14.1 12.0 106.4 . 114.5 90 93 Complies 9/3 2 Backf ill around 3' perimeter wall, maii. [building westside, Fs/g 9.0 . 13.5 108.9 . .117.5: •• 90 93 . Complies 9/3 3 Backfill around 3' perimeter wall, main buildingsouthside,Fs/g 10.7 . 13.0 . 105,1 116.5 90 90 Complies w . THE ABOVE TEST RESULTS AND CALCULATIONS CONSTITUTE THE REPORTING OF FACTUAL DATA DERIVEO FROM TESTS MADE BY TESTING ENGINEERS-SAN DIEGO. FOLLOWING ASTM STANDARDS OR SPECIFIED PROCEDURES. THESE RESULTS SHOULD NOT BE INTERPRETED AS ENGINEERING OPINION OR JOB CONTROL. (1) Graham International, Inc. • • (1). Frank L. Hope & Associates, Attn: Mr. Vince Coviello • • . • (1) Atkinson, Johnson & Spurner, Inc. . (1) M. H. Golden Construction Company (1) .ity of Carlsbad • . • • • . SEP151980 . • CITV OF CARLSBAD THC:cd . S • . UiIciing Cepertrncnt TESTING ENGI EERS. A DIEGO REVIEWED B T. }(. C1imn, JR. E, —It 1288Z ( W MA07 Testing Engineers—San Diego 3467KurtzSt., P.O. Box80985, San Diego, Ca. 92138 (714)225-9641 r i 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 DAILY RESULTS - IN PLACE'DENSITY.TESTS DATE OF TEST September 2, 1980 JOB DATA FILE No. #8002-1 PROJECT Graham International AB. No._ SD35-3380 DATE OF REPORT September8, _1980 CoNTRAcToRk.._H.Golden TEST NO. L 0 C A T I 0 N IN PLACE MOIST. OPTIMUM MOIST. IN PLACE DRY DENSITY MAX. DRY DENSITY PERCENT REL. COMP. REQUIRED PERCENT RELATIVE COMP. R EMARKS 9 1 6" sewer lime fill, main building, Fs/g 11.6 12.0 94.9 114.5 90 83 Does:NotComply 9/2 2 Elevator pit backfill, 20" below maine building,Fs/g 9.4 12.0 .104.3 114.5 90 92 Complies 9/2 3 8" storm drain backfill, main building Fs/g _ - 9.2 .I2.0 102.7 114.5 90 90 Complies . THE ABOVE TEST RESULTS AND CALCULATIONS CONSTITUTE THE REPORTING OF FACTUAL DATA DERIVED FROM TESTS MADE BY TESTING ENGINEERS-SAN DIEGO. FOLLOWING ASTM STANDARDS OR SPECIFIED PROCEDURES. THESE RESULTS SHOULD NOT BE INTERPRETED AS ENGINEERING OPINION OR JOB CONTROL. (1) Graham International, Inc. (1) Frank L. Hope & Associates, Attn: Mr. Vince Coviello - (1) Atkinson, Johnson & Spurner, Inc. - - (1) M. H. Golden Construction Company Milk . - .41CftyThf Carlsbad - - R E C E IV- -U - - TESTING ENGINEERS.SA D GO S E P 151980 - REVIEWED BY -CITY OF CARLSBAD T./ Chapman ,#12882 - THC:cd .. Building cpartment - . V.... .._•__._V.*._• V.•V.._V._V.._ -. - V FORM I8JP Teéting Engineers—San bieo 17w/IJ346 7KurtzSt., P.O. Box80985, SanDiego, Ca. 92138(714)225-9641 1 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 8002-1 SUMMARY OF. COMPRESSION TEST RESULTS PAGE ONE JOB: Graham International Office Facility Mix No. 50-0008 SPEC. 28-DAY STR._3000_Psi ADDRESS: 2171 Palomar Airport Road TYPE CEMENT__ 5.4 _________ SCY SPEC. SLUMP ______ Carlsbad, California V . V H ADMIX. Pozz. 44 AGG. SIZE -IN. * STORED & CURED. NOT TESTED YEAR: 1980 . . ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE OTHER DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS C35 AGE MAILED MO. DA. . IN. 2714 8/20 Footings and column pads. 3½ 1700.. V 9/4/80 Graham #1 A-B-C. Made by TESD. S 2787 8/22 East side grade beam and 3 -1890 footing. Graham #2 A-B-C. -- . Made by TESD. C- (1) Graham International, Inc., Attn: M. Loban (1) Frank L. Hope & Associates, Attn: Vince Coviello ()j) Atkinson, Johnson and Spurner 4(fl) M.H. Golden Construction Company City of. Carlsbad V (1) Pre-Mixed Concrete Company THC : kh TESTING ENGINEERS. 'AN/DIEGO T.H. Chapman, E. #12882 - FORM 10 JP J/ Testing Engineers—San Diègo 1011 3467KurtzSt., P.O. Box8O985, San Diego, Ca. 92138 (714)225-9641 j 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 8002-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Grout SPECIFIED 2000 JOB: Graham International MATERIAL: 28-DAY STR.: _______________PSI Office Facility C61IFWP6 PUMP YEAR: 1980 ________________________ STORED & CURED. NOT TESTED Lab. No. DATE - CAST LOCATION IN STRUCTURE C35 MO. DA. 2836 8/27 South base wall. Graham #2 A-B-C. Made by TESD. ADDRESS: 2171 Palomar Airport Road Carlsbad, California ________ TYPE: • CEMENT: SPEC SLUMP: IN. Pozz. 300N 3/8 IN. ADMIXTURE: AGG. SIZE: ULTIMATE COMPRESSIVE STRENGTH., PSI DATE OTHER TEST RESULTS SLUMP 7-DAY 28-DAY MAILED IN. AGE 9 3160 I 5 5 9/4/80 C (1) Graham International, Inc., Attn: N. Loban (1) Frank L. Hope & Associates, Attn: Vince Coviello (1) Atkinson, Johnson and Spurner l) M.H. Golden Construction Company • S City of Carlsbad THC : kh TESTING ENGINEER DIEGO REVIEWED Chapman, A. E. #12882 FORM 10 JP _____ Testing Engineers—San Diego 7_____ 346 7Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (71.4) 225-9641 = f 1903 Wst Vi.sta Way, unit B, Vista, California 92083 (714) 758-3730 FILE No., 8002,-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Mortar SPECIFIED 2000 JOB: Graham International -. MATERIAL: or r . 28-DAY STR., PSI Office. Facility . 1 cement, 3 sand, 1/4lime ADDRESS: 2171 Palomar Airport Road . •• PROPORTIONS/MIX NO.:__________________________________ Carlsbad, California . TYPE: CEMENT: SPEC. SLUMP: ________I N. YEAR: 1980 - . . . . .. ADMIXTURE:_. AGo. SIZE: IN. *STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI dab. No. DATE . OTHER DATE C35 CAST LOCATION IN STRUCTURE . SLUMP 7-DAY 28-DAY TEST RESULTS MAILED MO. DA. IN. . AGE 2835 8/26 East wall. Graham #1 A-. . . --- 2520 . . . 9/4/80 B-C., Made by TESD. 2837 8/27 Elevator pit. Graham #3 ............2420 . A-B-C. Made by . . . TESD. • : R F. :vD SEPb 1980. AD CT ( OF ARL B Building Departfl ent (1) Graham International, Inc., Attn: M. Loban (1) Frank L. Hope & Associates, Attn: Vince Coviello (1) - Atkinson, Johnson and Spurner . (1) M.H. Golden Construction Company 0 TESTING ENGINEERS. IEGO City of Carlsbad . .REVIEW THC:kh . . . . . • • T. H. Chapman, i.E. #12882 - FORM I PAGE I JP i/ Testing Ehgeers—San Diego 346 7 Kurtz St., P.O Box 80985, San Diego, Ca. 92138(714)225-9641 fl 1 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 HLABORATORY NUMBER SD35-3246. INSPECTION REPORT - DATE August 2, J980 FILE: #80021 INSPECTION OF Reinforced Concrete JOB: Graham International Office Facility FABRICATOR OR ERECTOR:N.H. Golden Const. Co. CONTRACTOR: N.H. Golderi Construction Co. ADDRESS: 2171 Palomar Airport Rd., Carlsbad, California SHOP- FIELD_X PLANT - DATE REG. HRS. 0. T. HRS. REINSP. HRS INSPECTOR DATE 8/22 /80 PEG. HRS. '4.0 0.T.H RS. ' REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS INSPECTOR Reinforcing steel: ASTM A61-5, Grade 60 Concrete: - 3000 PSI 5.4 sk Inspected reinforcing steel in footings, grade beams and column footings. Inspected steel for grade, position,- cleanliness and clearances. Inspected footings for size and cleanliness. Noted floor dowels not installed per drawings and requested they be put in according todrawing details or have the Structural Engineer approve the installation. - - Reinspection discrepencies in reinforcing steel for corrections arid inspected placement of column bolts. Inspected placement of approximately 150 cubic yards of concrete in footings and column pads and the reconsolidation by vibration. Cast three samples and labelled them Graham #1 A-B-C with. slump of 3½". All column footingsplaced except those at BI and Cl. Also all exterior footings and grade beams placed except at Line -1. Inspected reinforcing steel for grade beam and -footing and column footings on Drawing Line 1. inspected reinforcing steel for size, spacing, grade, position and cleanliness. Inspected excavations for dimension and cleanli- ness. Inspected column bolts and anchor plates. Inspeóted the placement at approximately 450 cubic yards of concrete in the grade beam and footing, and witnessed the reconsolidation by vibration. Cast three samples and labelled them Graham #2 A-B-C, with slump of three inches. - - DATE 8/19/80 REG. HRS. 2.0* 0.T. HRs. REINSP. HRS. INSPECTOR William C. Allen DATE 8/20/80 REG. HRS. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR urs pro-rated with other work REPORTED To - (1) Graham Internation, Inc. (1) Frank L. Hope & Associates, Attn: Mr. (1) Atkinson, Johnson & Spurner, Inc. (1) N. H. Golden Construction Company 44 -City of Carlsbad - -- Building Department Vince Coviello TESTING ENGIN - SAN DIEGO REVI ThC:mcg - - T. If. Chap)/an, R.E. 1112882 r Testing Engineers—San Diego 10' ir 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 (J 1903 West Vista Way, Unit B, Vista, California 92083(714) 758-3730 DAILY RESULTS - IN PLACE DENSITY TESTS DATE OF TEST August 4, 1980 JOB DATA FILE No. 8002_1 PROJECT Graham International Office Facility LAB. No._SD35-2963 DATE OF REPORT August 13, 1980 CONTRACTOR M. H. Golden Construction Company TEW No L 0 C A T I 0 N IN PLACE OPTIMUM MOIST., IN PLACE DRY MAX. DRY DENSITY PERCENT REL. COMP. PERCENT RELATIVE REMARKS MOIST; DENSITY REQUIRED COMP. 18/4 1 Retest of 8/1 #1 11.8 13.0 106.0 116.5 90 91 Complies 8/4 Plaza area, 30' north of south end, 2 minus 2½' below Fs/G 14.4 13.5 106.9 117.5 90 91 Complies 8/4 180! west of center line of plaza are. 3. north side, minus 2½' below Fs/G 12.1 13.0 102.3 116.5 90 88 Does not comply 8/4 4 Retest of8/l.#3 11.6 13.0 99.8 116.5 90 86 Doesnotcomply 8/4 Sliver fill, northwest corner of pad, 5 4! below Fs/G : 12.9 13.0 104.7 116.5 90 90 Complies THE ABOVE TEST RESULTS AND CALCULATIONS CONSTITUTE THE REPORTING OF FACTUAL DATA DERIVED FROM TESTS MADE BY TESTING ENGINEERS. SAN DIEGO, FOLLOWING ASTM STANDARDS OR SPECIFIED PROCEDURES. THESE RESULTSSHOULD NOT BE INTERPRETED AS ENGINEERING OPINION OR JOB CONTROL. (1) Graham International, Inc., Attn: M. Loban (1) Frank L. Hope & Associates, Attn: Vince Coviello (1) Atkinson, Johnson & Spurner, Inc. (1) M. H. Golden Construction Company City of Carlsbad TESTING E INEE S. AN DIEGO EVJZW THC: fh T. ,1. ChapMai R.E.. #12882 Testing Engineers —San Diego 1 3467 Kurtz St P.O.Box 80985, San Diego, Ca 92138 (714)225-9641 () 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 DAILY RESULTS-IN PLACE DENSITY TESTS DATE OF TEST 8/1/80 S JOB DATA FILE No #8002-1 PROJECT Graham International Office Facility - Carlsbad M. H. Golden Construction Company LAB. No. SD35-2957 DATE OF REPORT _August _13,_1980 CONTRACTOR______________________________________________ I ink S I o. L 0 C A T I 0 N IN PLACE OPTIMUM MOIST. IN PLACE DRY. . MAX. DRY DENSITY PERCENT REL. COMP. PERCENT RELATIVE REMARKS MOIST. DENSITY REQUIRED COMP. 8/1 'south-west of plaza, 4' below. 1 Fs/G. , 12.5 13.0 . 98.4 116.5 . 90 84 Does not comply 8/1 150' south-east of plaza, 1½' below : 2 Fs/G. 13.6 13.5 104.2 117.5 90 . 89 Does not comply 8/1 Center of proposed plaza, 11-2' below 3 Fs/G. , 14.1 13,0 100.2 116.5 90 86 Does not comply THE ABOVE TEST RESULTS AND CALCULATIONS CONSTITUTE THE REPORTING OF FACTUAL DATA DERIVED FROM TESTS MADE BY TESTING ENGINEERS-SAN DIEGO. FOLLOWING ASTM STANDARDS OR SPECIFIED PROCEDURES. S -THESE RESULTS SHOULD NOT BE INTERPRETED AS ENGINEERING OPINION OR JOB CONTROL. (1) Graham International, Inc (1) Frank L. Hope & Associates, Attn: Mr. Vince Coviello (1) Atkinson, Johnson & Suprrier, Inc.' (1) M. H. Golden Construction Company S ' TESTING ENGI EERS S DIEGO -+)--: City of Carlsbad - - S - - . - - -' REVIEWE S - _ S Testing Engineers-San Diego I..'01,467KurtzSt., P.OBox80985, San biego, Ca. 92138 (714)225-9641 J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 JP LABORATORY NUMBER SD35-2 956 DATE August 13, 1980 File Number 8002-1 U.G. 197980 N. H. Golden Construction Company CITY rr- P. 0. Box 80068 •. •''r CAF?LsrA San Diego, California 92138 BUilding Den Project: Graham International Office Facility, 2171 Palomar Airport Road,. Carlsbad, California. Subject: Material submitted to the laboratory on August 1, 1980 and identified as, SIN #1 - Pale yellow silt SIN #2 - Yellow/tan silt WIN #3 - White silty sand Procedure: Moisture density relation of soil,' tested in accordance with ASTM-D 1557-70, Method A. Results: Sample #1 #1 #2 #3 Dry weight per cubic foot 114.4 115.9 112.6 Percent moisture 11.3 13.5 16.1 Maximum dry density, lbs./cu. ft. 116.5 Optimum moisture content, /,, 13.0 . Sample #2 #1 #2. #3 #4 Dry weight per cubic foot 114.9 114.3 109.6 104.8 Percent moisture . 12.4 15.2 17.4 19.2 Maximum dry density, lbs./cu. ft. . 117.5 Optimum moisture content, 7. 13.5 Sample #3 #1 . #2 #3 #4 Dry weight per cubic foot 109.3 108.1 110.4 111.4 Percent moisture . 15.8 9.4 . 11.5 13.5 Maximum dry density, lbs./cu.ft. . 111.5 Optimum moisture content, 7. , 13.0 'TESTING ENGINEER -s DIEGO Reviewed ThC:fh • • T. .Chapman,/R.E. #12882- (1) Graham International, Inc., Attn: M. Loban (1) Frank L. Hope & Associates, Attn: Vince Coviello (1) Atkinson, Johnson & Spurner, Inc. (1) M. H. Golden Construction Company +)-City of Carlsbad Testing Engineers—San Diego 1 3467KurtzSt., P.O. Box80985, SanDiego, Ca. 92138 (714)225-9641 172 I .1 / J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 DATE OF TEST 8/6/80 FILE No.-#8002-I SD35-2965 LAB. No.___________________ DAILY' RESULTS - IN PLACE DENSITY TESTS Page 1 of 2 JOB DATA PROJECT GrahamInternationalOfficeFacility -Carlsbad DATE OF REPORT August 13,1980 CONTRACTOR L._H. Golden Construction Company WEST No L o c A T I 0 N IN PLACE OPTIMUM. MOIST. IN PLACE DRY MAX. DRY DENSITY PERCENT REL. COMP. PERCENT RELATIVE REMARKS MOIST. DENSITY REQUIRED COMP. 8/6 190' west of center line of plaza area, 1 . 20' north of south edge, 2' below Fs/G. 14.1 13.0 104.3 111.5 90 94 Complies 8/6 50' west of center line of plaza, 60' . 2 north of south edge, 1½' below Fs/G. 15.4 13.0 _10.6.3 116.5 90 92 Complies 8/6 50' east of center line of plaza, 50' : 3 northofsouthedge,1'belowFs/G. 16.0 13.0 108.3 116.5 90 93 Complies 8/6 Re-test of 8-5 #3 13.2 13.0 106.7 116.5 90 92 • Complies 4 • . _____ _____ _____________ 8/6 Re-test of 8-5 #4 • • • 13.8 13.0 • 107.5 116.5 90 • 92 • Complies 5 .. • 60' west of center line plaza area, 25' • • 6 south of roadway, 1½' below Fs/G. 12.3 13.0 102.6 111.5 90 92 Complies i Jj Testing Engineers—San Diego 3467 Kurtz St., P.O. Box 80985, San Diego, Ca.. 92.138 (714)225-9641 in, i 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 8/6/80 DATE OF TEST FILE No. #8002-1 LAB. No._SD352965 DAILY RESULTS IN PLACE DENSITY TESTS Page 2of 2 JOB DATA PROJECT Graham International Office Facility - Carlsbad DATE OF REPORT August 13, 1980 -CONTRACTOR M ONTRACTOR__M. H. Golden Construction Company TEST NO ' ' L 0 C A T I 0 N IN PLACE MOIST. OPTIMUM MOIST. IN PLACE DRY DENSITY MAX. DRY DENSITY PERCENT - REL. COMP. REQUIRED PERCENT RELATIVE COMP. R E M A R K S 8/6 7 50' south of roadway, minus 111' Fs/G. 140' west of center line of 'plaza area '15.3 13.5 107.0 117.5 90 91 Complies 8/6 8 200' east of center line of plaza area 30' south of roadway. 1' below Fs/G. 13.9 13.5 109.4 ' 117.5 90 93 Ccmplie , ' • ' ' -•-- • THE ABOVE TEST RESULTS AND CALCULATIONS CONSTITUTE THE REPORTING OF FACTUAL DATA DERIVED FROM' o 19 TESTS MADE BY TESTING ENGINEERS -SAN DIEGO, FOLLOWING ASTM STANDARDS OR SPECIFIED PROCEDURES.('I'77'., • ..' THESE RESULTS SHOULD NOT BE INTERPRETED AS ENGINEERING OPINION OR .108 CONTROL. '4dI1 }Ir Q L ' ' ' CAR ' • ' ' ' 'BuiIdinLSs4' •• • • ' (1) 'International, Graham Inc. • ' ' (1) Frank L. Hope & Associates, Attn: Mr. Vince Coviello (1) Atkinson, Johnson & Spurner, Inc. (1) N. H. Golden Construction Company ' • , •, ,TESTING ENGINEER . AN DIEGO J..)- City of Carlsbad ' REV ' THC:.ry . ' ' ' • ' ' '' T. H. Chapmfi, R.E. 1112882 '. I Testing Engineers— Diego 346 7 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 ( J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 DAILY RESULTS - INPLACE DENSITY TESTS DATE OF TEST 8/5/80 JOB DATA FILE No.............. #80021 • PROJECT Graham International Office Facility - Carlsbad LAB. NO.__. SD35-2964 DATE OFREPORT_August 13, 1980 CONTRACTOR M. H. Golden Construction Company EST L 0 C A T I 0 N IN PLACE OPTIMUM MOIST. IN PLACE DRY MAX. DRY DENSITY PERCENT REL. COMP. PERCENT RELATIVE REMARKS MOIST. DENSITY REQUIRED COMP. 8/5 90' west of center line plaza, 20' . . . . •• .. . • 1 north of south edge, 2' below Fs/G. 13.9 13.0 105.6 111.5 90 . 93 Complies 8/5 100' east of center line plaza, 40' 14.8 13.0 102.9 111.5 90 92 . Complies 2 north of south edge, minus l' below Fs 'G. 815 Retest of 8-4 113 16.5 13.0 102.1 116.5 90 . 88 Does not comply .3 8/5Ye tit of 8-442 15.1 .13 .0 102.9 116.5 90 88 Does not comply 4 8/5 Retest of 8-1 1/2 14.4 13.5 5 107.0 117.5 90 •. 91 Complies W THE ABOVE TEST RESULTS AND CALCULATIONS CONSTITUTE THE REPORTING OF FACTUAL DATA DERIVED FROM TESTS MADE BY TESTING ENGINEERS-SAN DIEGO. FOLLOWING ASTM STANDARDS OR SPECIFIED PROCEDURES. THESE RESULTS SHOULD NOT BE INTERPRETED AS ENGINEERING OPINION OR JOB CONTROL. (1) Graham International, Inc. . • . . . • . . . 0 - • (1) Frank L. Hope & Associates, Attn: -Mr. Vince Coviello (1) Atkinson, Johnson & Spurner, Inc. . . .• . . 1) M. H. Golden Construction Company • . . . '(T) City of Carlsbad . . . . . TESTING ENGINEERS. N IEGO • . . . . .:. REVI Py 0 THC:ry : 0 • 0 . T. . Chapman,fR.E. #12882 . . . Testing Engineers—San Diego 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758L3730 DAILYRESULTS - IN PLACE DENSITY TESTS DATE OF TEST 8/8/80 Jos DATA FILE No. #8002-i PROJECT GrahamInternationalOfficeFacility -Carlsbad LAB. No. SD35-2967 DATE OF REPORT August _13, M.H.GoldenConstructionCompany_19RO CONTRACTOR________________________________________________ TEST. No. . L 0 C A T I 0 N IN PLACE OPTIMUM MOIST. IN PLACE DRY MAX. DRY DENSITY PERCENT REL. COMP. PERCENT RELATIVE REMARKS MOIST. DENSITY REQUIRED .COMP. 8/8 190' west of center line plaza: area, . 1 50' north of south edge, 1' below Fs/G. 16,1 13.5 110.6 117.5 90 94 Complies 8/8 On center line of plaza area, 30' south 2 cf roadway, ½' below Fs/G. 16.3 13.5 107..3 117.5 90 91 Complies 8/8 100' west of plaza area, 20' south of . 3 iroadway, -12' below Fs/G. 13.2 13.0 104.7 .111.5 90 . 94 Complies 8/8 80' east of plaza area, 70' north of . .. . . 4 southedge,½'belowFs/G. 14.2 13.0 106.0 111.5 90 95 Complfs 8/8 On center line of plaza area, 50' north 5 of south edge, ½' below Fs/G. 13.4 13.0 106.0 111.5 90 91 Complies THE ABOVE TEST RESULTS AND CALCULATIONS CONSTITUTE THE REPORTING OF FACTUAL DATA DERIVED FROM TESTS MADE BY TESTING ENGINEERS-SAN DIEGO. FOLLOWING ASTM STANDARDS OR SPECIFIED PROCEDURES. . 19 1980 THESE RESULTS SHOULD NOT BE INTERPRETED AS ENGINEERING OPINION OR JOB CONTROL. :. Ciry . F C (1). Graham International, Inc. . . S 'q (1). ITL Depar SB1i (1) Frank L. Hope & Associates, Attn: Mr. VinceCoviello . . (1) Atkinson, Johnson & Spurner, Inc. S S M. H. Golden Construction Company TESTING ENGINEER S/IN, DIEGO (I') City of Carlsbad . •. S .. REVIEWED THC ry T.-W-' ffh~apm fl Testing Engineers—San Diego 1% 3467KurtzSt., P.O. Box80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 NI ECE IP, WED AUG 191980 Pu ,,. ""ig UePart Page lof 2 t DAILY RESULTS - IN. PLACE DENSITY TESTS DATE OF TEST 8/7/80 ________________ FILE No. #80021 LAB. No._SD35-2966 JOB DATA PROJECT Graham International Office Facility - Carlsbad DATE OF REPORT _August 13 1 19fl CONTRACTOR N. H. Golden Cnnstru'tirrn Company TEST No L 0 C A T I 0 N IN PLACE OPTIMUM MOIST. IN PLACE DRY MAX. DRY DENSITY PERCENT REL. COMP. PERCENT RELATIVE REMARKS MOIST. DENSITY REQUIRED COMP. 8/7 110.' west of center line of plaza, 50' 1 north of south edge, 1' below Fs/G. 12.4 13.0 107.4 116.5 90 92 8/7 130' east of center line of plaza, 40' 2 north of South edge ½' below Fs/G. 14.0 . 13.0 104.7 111.5 90 . 94 Complies 8/7 30' west of center line of plaza area, . 3 40' south of roadway, 1'belowFs/G. 11.9 13.0 105.3 116.5 90 90 Complies 8/7 80' east of center line of plaza area, . 4 20' south of roadway, 1' below Fs/G. 12.7 13.0 102.4 . 111.5. 90 .92 . Complies 8/7 100 west of center line of plaza area 5 50' south of roadway, 1' below Fs/G. 12.7 13.0 100.3 111.5 90 _. 90 Complies 8/7 180' west of center line of plaza area 6 55' south of roadway, minus 1' Fs/G. 15.1 13.0 111.3 116.5 90 95 Complies I P. Testing Engineers—San Diego 3467KurtzSt., O. Box80985, San Diego, Ca. 92138 (714)225-9641JOWL 1i.J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730. DAILY RESULTS- IN PLACE DENSITY TESTS Page 2of 2 8/7/80 S DATE OF TEST . JOB DATA FILE No. #8002-1 :. PROJECT GrahamInternationalOfficeFacility -Carlbad LAB. No.__SD35-2966 DATE OF REPORT' August 13,_l99 —CONTRACTOR—M. H. Golden Construction Company TEST No . . . LOCATI O N IN PLACE MOIST. OPTIMUM MOIST. 11ij PLACE DRY EENSITY MAX. DRY DENSITY PERCENT REL. COMP. REQUIRED PERCENT RELATIVE COMP. REMARKS . 8/7 7 Silver fill, north-west corner of pad, 1½' below Fs/G. . 11.7 13.0 .. 100.3 111.5 90 . 90 Complies S. THE ABOVE TEST RESULTS AND CALCULATIONS CONSTgTU'E THE REPORTING OF FACTUAL DATA DERIVED FROM TESTS MADE BY TESTING ENGINEERS-SAN DIEGO, FOI(.LOVING ASTM STANDARDS OR SPECIFIED PROCEDURES. THESE RESULTS SHOULD NOT BE INTERPRETED AS ENVINcERU-4G OPINION OR JOB CONTROL. (1) 'Graham International, Inc . . . . (1) Frank L. Hope .& Associates, Attn.: Mr. Vince Coviel.o . 5 (1)' Atkinson, Johnson & Spurner, Inc. S S S S (1) M. H. Golden Construction Company S TESTING ENGINEERS .S IEGO 4.ity of Carlsbad . . 5 .5 REVIEWED BY ry T. H, Chapman,VR,E, #12882 • lit Testing Engineers—San. Diejo: • II, 347KurtzSt., P.O. Box 80985" San Diego, Ca. 92138(714)225-9641 r I 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 August 12, 1980 •. S Dittman Masonry, Incorporated 5545 Avenida Fiesta La Jolla, California 92037 •• • 'G141980, Project: Graham International Office Facility CITY OF BAD 2171 Palomar Airport Road Carlsbad, California •. ent. • Gentlemen: S Our firm has been selected to represent the owner as the testing and inspection agency on the above mentioned project. According to the speci- fications and ourinstructions, the following testing during masonry con- struction is required. Testing Compression tests of structural mortar and grout samples. One set of mortar and one set of grout samples from first three cmsecutive -' • working days. • •. • Please notify our dispatcher at least 24 hours in advance so we can arrange to have a technician available. S • • S. Very truly yours, • S • • • S • TESTING ENGINEERS-SAN DIEGO • .• • • • • S • Assistant Ma ger • S LAS:fh S • • S S S • • S S • •• cc: (1) Graham International, Inc., Attn: •Mr. N. Loban S • S • (1) Frank L. Hope & Associates, Attn: • Vince Coviello S S (1) Atkinson, Johnson & Spurner S • S • S • (1) M. H. Golden Construction Company . • S • •• S S • 4—City of Carlsbad S • • _ . . Jill Testing Engineers—San: Diego .. IS, 3467 Kurtz St., P0. Box 809'85, San Diego, Ca. 92138 (714)225-9641. . ( J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 . August 12, 1980 . Hafer Steel Company 5915 Mission Gorge Road . . ."A UG1 1980 .. San Diego, California 92120 . .' Crr' OF CAR LS S.. . . .. BADProject: Graham International Office Facility . BUI!di, . 2171 Palomar Airport Road. . . . . . .6Pttfli,? Cir1sbad, California . . . . . . . Gentlemen: Our firm has been selected to represent the owner.as the testing and inspection agency on the above mentioned project. According to the specifications and our instructions, the following testing of the reinforcing steel is required. Testing. Where reinforcing can be positively identified as to heat number, and I . . . the mill analysis accompany the report, then one tensile test. and one bend test from specimens from each 10 tons or fraction thereof, of each size #4 and larger. . . . . Please notify our dispatcher in sufficient time so that the designated steel can be sampled, tagged and tested prior to shipment. . Very truly yours, . . TEST . ENGINEERS-SAN DIEGO LelandA. Smit LAS fh cc: (1) Graham International Inc., Attn: Mr. M. Loban . . (1) Frank L.Hope & Associates, Attn: Vince Coviello . S (1) Atkinson, Johnson & Spurner . . (1) M. H. Golden Construction Company ±-) City of Carlsbad _ S S Testing Engineers—San Diego 3467KurtzSt,PO Box80985 San Diego, Ca 92138 -(714)225 9641 r J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 August 12, 1980 City of Carlsbad ur 1200 Elm Avenue ' Carlsbad, California 92008 CITY Project Graham International. Office Facrlity Building Departmen 2171 Palomar Airport Road :Carlsbad, California Gentlemen We have been assigned to perform the testing and inspection on the above mentioned project. According to our instructions, we are to perform the following inspections: ; • Yes Reinforced Concrete S No Prestressed Concrete S S • • No Reinforced Masonry Yes Structural Steel Assembly S S • S Yes Non-Destructive Testing • • S S No Other: • S - •• • S S • Sincerely, '••• S TESTING ENGINEERS-SAN DIEGO • S •• ,• it Leland A. Smit LAS:fh • •Assistant Ila ager 5 S . I J Testing Engineers—San DiéJo:.:" ' floWl 3467KurtzSt ,PO Box80985 SanDiego, Ca 92138 (714)225-9641 J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 August 12, 1980 M H Golden Construction Company P. 0. Box 80068 ' San Diego, California 92138 Project: Graham International Office Facility ..217 ' 17,1 Palomar Airport Road Carlsbad, California Gentlemen: ' 1ECEtjb UG14'1980 :. CITY UiIding Departmen,t Testing Engineers-San Diego has been selected to represent the owner as the testing and inspection agency for the above mentioned project. According to the specifications and our' instructions, we are to perform the following testing and inspection. Testing Soils Work: Si,te grading and building pad preparation, 'compaction testing of fill and backfill material. Concrete: Compression tests of concrete with design strength in excess of 2000 psi. Reinforcing Steel: Tensile tests and bend tests of each size bar #5 and larger. ' Masonry: Compression tests of mortar and grout samples from structural masonry construction. Miscellaneous Testing: Asphalt concrete paving as may be requested by Architect. Inspection Concrete: Continuous inspection of structural concrete with a design strength in excess 6f.2000 psi.' Inspection of reinforcing steel for correct grade, size,' location and proper placement. Structural Steel: Shop Inspection -,the inspector shall check the material, equipment, and procedures as well'as the welds. He shall also check the ability of the welders. , ' ' Graham International Office Facility August 12, 1980 Page Two Intermittent inspection of welding operations during fabrication of the structural steel. Field Inspection - Continuous inspection of welding of steel frame, intermittent inspection of metal deck welds. Special inspection of high-strength bolt installation and torque testing of bolts for specified minimum tension. Ultrasonic testing of all welded moment connections Miscellaneous inspection': :., Inspection during grouting of column base plates. Please notify ourdispatcher at least 24 hours in advance so that we can arrange to have an inspector available for this work. ' Very truly yours, TESTING ENGINEERS-SAN DIEGO Assistant Manager LAS:fh • cc: (1) Graham International, Inc. Attn: Mr. N. Loban : (1) Frank L. Hope & Associates, Attn: Vince Coviello • (1) Atkinson, Johnson & Spurner ' • (1) N. H. Golden Construction Company • City of Carlsbad • • ESGIL CORPORATION 4 9320 CHESAPEAKE DR., SUITE 122 SAN DIEGO, CA 92123 (714) 560-1468 cr1 / /d &/ (5o//) 4 rCJ , 1-n C-4 6tvt u( r 7 cI ne,s / ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 122 SAN DIEGO, CA 92123 /1 (714) 60-1468 ie %.1 OWfr3 O t1 Oc , 7 Yly ,pa.c oie Z. %Z5(A&f- a 0 ~ 14 - ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 122 SAN DIEGO, CA 92123 (714) 560-1408 /%4 0h28O-f// a .i All.L5?L/4PkL/4 I*7 - j f-Ir-e,rcoF,,1. 0 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 122 j SAN DIJGO, CA 92123 I #.(T14i6O-1A6.. I LIT7 ecc/ ,— h 1 u/A?r(,(rLi5, OI- ?- h, Ic . -Fa#0001 .7 /"ed/c(,414'c'4Ld, %,(,frS 's / ' Q/M Lj 7L s4 elk I 7itL a e Aeo'c'? '1, 2 7tp,Zek 74b1-7ivt.e/ 4 I grf y J' ide /VF9'C tl000~w P•' tO'4., . f( CO11fObe-t.t& ', , 0 b IS Lc( r 1- rc). • • Vol f ~iev m4- Ø4 /L7s,p00me; y a1iZe __.•bt••I/, It 46; % s . • FRANK L. HOPE & ASSOCIATES ARCHITECTS AND ENGINEERSrft C E V E D 1475 Sixth Avenue San Diego, California MAY 1980 DATE: May 8, 1980 CITY OF CARLSBAD Building Department TO ALL BIDDERS: ADDENDUM NO. 1 Graham International Office Facility Palomar Airport Road Carlsbad, California A&E No. Project No. 07952, The following clarifications, amendments, additions, deletions,. revisions and/or modifications form a part of the Contract Documents, and change original or previous documents only in th manner and to the extent stated. The contract bid price shall reflect all addendum changes and each bidder shall make reference in his bid to all addenda to the project documents. Item No. 1 SPECIFICATIONS - INVITATION TO BID CHANGE: Date of receipt of bids to May 27, 1980. CHANGE: Building ..address to "Graham International Office Facility, 2171 Palomar Airport Road, Carlsbad, CA. Item No. 2 SPECIFICATIONS - Section 1H - DOOR SCHEDULE CHANGE: Jamb Detail at Door No. 104-1 to 4/A6.02 CHANGE: Jamb Detail at Door No. 116-1 to 4/A6.02 CHANGE: Jamb Detail at Door No. 116-2 to 4/A6.02 CHANGE: Jamb Detail at Door No. 118-1 to 4/A6.02 CHANGE: Jamb Detail at Door No. 118-2 to 4/A6.02 Item No. 3 . SPECIFICATIONS - Section 3D - PRECAST CONCRETE WORK ADD: ARTICLE NO. 3.02 ERECTION Paragraph f. The attachment of the precast concrete cladding around the exterior columns shall be completely detailed on the manufacturer's shop drawings. - Item No. SPECIFICATIONS - Section 9D - GYPSUM DRYWALL ADD: ARTICLE NO. 1.01 DESCRIPTION paragraph b. Cavity shaft wall system around elevator shaft, mechanical and duct shafts. One hour fire rated. A&E No. 07952 ADDENDUM NO. 1 Page 1 of 4 ADD: ARTICLE NO. 2.01 MATERIALS paragraph h. Cavity shaft wall system: As manufactured by United States Gypsum or accepted equal. 1-in, shaft wall liner, beveled edge, 24-in, wide. Lengths as required. Face boards 5/8-in, thick as specified in 2.01 a. Joint treatment as recommended by manufacturer. Studs, tracks, fasteners and trim as recommended by manufacturer. ADD: ARTICLE NO. 3.04 CAVITY SHAFT WALL ERECTION Position steel runners at floor and structure above with the short leg toward finish side of wall. Securely attach runners to structural supports with power driven fasteners at both ends and 24-in. o.c. Cut liner board papnels 1-in, less than distance between runners and erect vertically between runners. Where shaft walls exceed maximum available panel height, position liner panel end joints within upper and lower third points of wall. Stagger joints top and bottom in adjacent panels and reinforce joints with horizontal stud. Use steel C-H studs from floor to underside of structure and install between liner panels with liner inserted' in the groove. Use steel E studs or J runners vertically at T- intersections, corners and door jambs. Frame openings cut within a liner panel with J runner around perimeter. For openings, frame with vertical E stud or J runner at edges, horizontal J runner at head and sill and reinforcing as required. Suitably frame all openings to maintain structural support for wall. Install E studs at each side of elevator door frames to act as strut-studs. Attach strut studs to floor and ceiling runners. Apply gypsum wall board as hereinbefore specified. A&E No. 07952 ADDENDUM NO. 1 Page 2 of 4 Item No. 5 DRAWING C1.1 CLARIFY: The extent of asphalt concrete berm in the parking area north of the building shall be described as follows: Starting at the north east corner of the parking area and extending in a westerly direction for a distance of 165-ft. then south for a distance of 15-ft., around a 5-ft. radius curve then westerly around a 22-ft. radius curve until' reaching the point of tangency with the nOrth-south line of the roadway. At this point, the asphalt concrete berm will terminate and a concrete curb will begin. Item No. 6 DRAWING Ci .3 CLARIFY: The depth of the 1-ft. 6-in. x 1-ft. 6-in, concrete pier as shown in the plan section 4 and again in section 5 shall extend to the bottom of the retaining wall footing. Item No. 7 DRAWING A3.01 CLARIFY: The bent plate closure on the west side of the elevator shaft openings at the second and third floors, as shown in section 2/A3.01, shall be as shown in Detail. 2/S7. The steel angle under the elevator door shall be 5/16-in, thick minimum and welded to the bent plate with a 3/16-in, fillet weld, top and bottom. Item No. 8 DRAWING A4.01 REVISE: The support of the toilet partition support as shown in Detail 6/A4.01 shall be revised as shown on drawing X-1. Item No. 9 DRAWING A6.02 CHANGE: The designation of 3/4-in, horizontal stud as shown on Detail 1 (Entrance Plan) shall be changed to screw type furring channel. Item No. 10 DRAWING A6.03 CLARIFY: The thickness of the steel angle shown in Detail 7/A6.03 is 5/16-in, minimum with a 6-in, vertical leg. The expansion anchors are 3/4-in. drilled-in, wedge anchors at 16-in. o.c. and placed 3-1/2-in, from the toe at the bottom of the angle. Item No. 11 DRAWING S-4 CLARIFY: The footing width for Detail 8/S4 is 1-ft. 9-in. and at the Contractor's option may be flush with the exterior face of the concrete block wall. The continuous reinforcing shown in the footing is 2 - #5. ME No. 07952 ADDENDUM NO. 1 Page 3 of 4 CLARIFY: The thickness of the elevator pit slab shown in Detail 6/S4 is 1-ft. 0-in. Item No. 12 DRAWINGS The following drawings are included in this addendum: X-1 Toilet Partition Support Detail X-2 Revised Primary Service X-3 Additional Exit Signs - 1st Floor Electrical Plan X-4 Exit Sign Detail ME No. 07952 ADDENDUM NO. 1 Page 4 of 4 JOB NO. 07952 DATE MAY 0:I1 SHEET NO. I.IL w.::1;J 11111 / dOlfT OV / ::op rri flLTh i hT (s,: o' wi 2.' 4) / IA, LE4A ~ h1l .4IN To I, > 'V. - I \ \ F)LLT I ' V.. ' / \ - :.LJ:.. ...:.::. dflTN f\I.z:Izve12 ...A. TL. fr *i0Wi4 . 4crr' I •r4 -flTI urc-r 7[ AHH . . Qmc ILITY 4LIOJL FRANK L. HOPE & ASSOCIATES ARCHITECTS PLANNERS . ENGINEERS SAN DIEGO/SAN FRANCISCO/SANTA AMA/SAN JOSE/ WASHINGTON D91J1475 SIXTH AVENUE, SAN DIEGO,CA5.ONGA 92101 (714) 233-5251 TITtiE ' fc—eaapj rn DATE MAY. 11 locp SHEET NO. 11 Xm2 PUT TZE?To :oç.p ?STrc IN- .at,-Root4--$.to -TA5FO2.1R. - RELoAiE > .;iHR( c• EuugE \ ,, ,- \ / I it4tJAL: TA44c 4-- - (EJr PtP46TAtL TLL -O I JOB NO. ..IIAHMIi11II__IL hlAfl. N ii AIrL1T_YI_ JillA FRANK L. HOPE & ASSOCIATES ARCHITECTS PLANNERS ENGINEERS I1eu DlCftIWt r. I17 YU AIMMI IV qAM flIP .11• s:9cUeL1 :;. U /Ti:4 / 4 ---.-----.- A2 IT INA.L [t1[ III 1L' rL.A N AHAMIIIII11- ~---T-S s.NAt1.1N'A L - ARLA IIiI ALiPN FRANK L. HOPE & ASSOCIATES ARCHITECTS PLANNERS ENGINEERS SAN DEGO/ SAN FRANCISCO/SANTA AM/SAN JOSEIWASHR4GTON 04/1475 SIXTH AVENUC SAN DIEGO.CAWORMA $2101 (114)333-5231 JOB NO. 4779ole DATE SHEET NO. X-3 JOB DATE IMA1T19 SHEET NO. IX-4 ..'L I iiit •I..• Ii4;E: r I ll 00 TTt- 10 -• • It I..IT IIPiI.L1IIiIIIIIiIIITIIiIIIIII __ IILfrYIiI IIIT:_ 1.11 III III III IIAL4 PL1 IA FRANK L. HOPE &ASSOCIATES ARCHITECTS PLANNERS ENGINEERS SAN DIEGO! SAN FRANCISCO/SANTA AMA/SAN JOSE! WASHINGTON C./1475 SIXTH AVENUE. SAN OIEGO,CM.WORNL 92101 (M)223-5=1 INTERDEPARTMENTAL INFORMATION SHEET RECEIVED G DEPARTMENT DATE: BUILDING ADDRESS: FEB-19 1980 1,tc L? 7 3 -" irrvrc eARLSBAD PLANNING DEPARTMENT ZONE VeL LOT SIZE All-Ac-' LOT WIDTH UNITS ALLOWED UNITS PROVIDED PARKING SPACES REQUIRED PROVIDED________________________ % COVERAGE ALLOWED PROVIDED BUILDING HEIGHT ALLOWED PROVIDED FRONTSETBACK: SIDESETBACK: ALLOWED - PROVIDED INTRUSIONS LANDSCAPE & IRRIGATION PLAN COMMENTS: .ENVIRONMENTAL PROTECTION REQ: JK3'\71 ADDITIONAL COMMENTS: OK TO ISSUE: DATE 11t90 OK TO FINAL REAR SETBACK: DATE b/it I'i ENGINEERING DEPARTMENT '- - vi • ' INDUSTRIAL wASTE ,, CW~Wff L IMPROVEMENTS______________ SEWER CONNECTION DRIVEWAY LOCATIONSQ 0 GRADING PERMIT _EASEMENTS DRAINAGELO'$ LEGAL DESCRIPTION 0 041 S 1719-- ADDITIONAL COMMENTS ii, Q,Q OK TO ISSUE: I&M.-L DATE Z) PWIf OK TO'FINALt(%'('-_DATE('5'// ' 7 FIRE DEPARTMENT SPRINKLING SYSTEM ' FIRE I FIRE ALARMS EXITS______________________________ FIRE HYDRANTS LZ2A' LOCATION____________________________________ ADDITIONAL COMMENTS - OK TO OK TO FINAL DATE DEPARTMENT REQUIREMENTS REQUIREMENTS OF APPROPRIATE DISTRICTS MET 1 '3R, 11 .UN p 0 1 Lg, uC. JOB P40 cJLTNQ t'tuU 2 ~ 4" 1;UDIIlJZ1U II1IiiIDk1K 4N/Mi /,VT6'RA/4 7/2A/,4 c V'C9 ,3z'/z',W6 C7/-/5/6oa' CQ%c/7/7 CONTENTS ITEM Gr-oi// A?07/ AC27/,77 Z'7/ '% -. /:7//,, e 62r ,//ii' & (L 7- L /7) S . - SHEET N? c-I .4/ —42? C/ ../,_ 15/3 LI ZO -fJ-F8T.. /vi/- M4 ..... I. 1 I - S... DESIGN DATA LOCATION OF JOBTCac/-<L?id1 Ca• . . BUILDING CODE /17 Z/,9C II}J 1?78 Eo 4/4/SC CLIENT . STRUCTURAL ELEMENTS DESIGNED BY OTHERS / MATERIALS S '1c/i-• /4?25 /Z½t'8 4&7, . • ,-/- • 4 '7 C - c7d 60 SOIL e/S01/ / A6 v /6-24. 2'7,'2 Si T - DATE 2/50 JOB NO.7O ATKINSON. JOHNSON & SPuRR.IER. INC. CONSULTING ENGINEERS L LeCk 1e725 /ie /7 / 7' c/c' - /' 8 S 2712sf Z7ech 3eo/125 • -. 3 ,5 20. ____ 72 Add Os 071 (cJ,o W,ece cch,e-'e *A/ Th,/c/O/Ci7~ 7O'C' /8p5/ Z7e/ek ?4L4V ,7//x7ç/ ' -) 7o-1 le /s x CI! 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JOHNSON & SPURRIER, INC. H DATE_ f. -. ••' CONSULTING ENGINEERS . By JOB No. e ) 7-5 p p S A .. . : ; 4L75. /: /3 ,78 . S-67t /773 W/gO c,ec/ /271 /1q 3'Z_s.47 = 3 O/2 7 7. C5 325/ lo 7 c 0, CS - 0,Z = 0./22 c2'/Z7 () C3 01150 94-3) 007/ (1/22- / e - ~ 0 JoE' NAME AIK!NSON. JOHNSON & SPURRIERHNC. I CONSULTING ENGINEERS SHT. OE -- DATE_±L_. - JOB NO.320/,/ 25 () . .. / fi 7,5' ( 7' 7,5 ,J= 3o7 . Z -3o75 1W q3/_// 8c N U i. NI ~t A . -. - A1KINSON JOHNSON & SPUPRILR INC SHTJ1_OF_ DATE- CONSULTING ENGINEERS JOB NO. F FR'1iN id (9o) . t L Ws 1 L2L- ...., .. - 50. . ... . ---------------------- —---- It I :ñ:2ñiiñ:3 .':•f 25 iI 10415. . RL 14::47. 25 F:L 71 F. o070)(4,tSr-Iv IL- - •-. +s4 :o3# 2 - . -. -, -•. - is. i5 J • -3- C- :-: C • •. —• • 15. II L. — J —: 5 FL FL FF : R Ayi13L SHT. OF '------ ATKINSON. JOHNSON & SPURRIER. INC. CONSULTING ENGINEERS DATE.. BY JOB No. j22 ,i1N 4 io) 12r3E W2..k44 :..i: _______ I 4111E_(U14 EL J. F. r". : .......................... 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I HH II ''T__ L-- . . 52 '- 43 I I I I Ty Z2 = (72 kJ5e 7LqC7 S/2f /70/ re%/./-o' ..• Concrete Weight = HO pcf N = 14 Concrete Strength (f'c) = 3000 psi Slob Width = 12 in. 1 SECTION PROPERTIES Steel Unit Only Is =913 (+)5 .561 () Sb =.566 (—) St =.594 (—) Sb =.486 #1 34 24 Or 36- Concrete Slob Thickness, t (in.) 2.5 3 3.5 4.1875 Dead Load (psf) 39.1 43.7 48.3 54.6 yR Lbs. 2113 2290 11 a 2480 2756 6.093 7.648 9.433 12.270 Scc 3.322 3.875 4.479 5.384 5bc ' 1.630 1.866 2.112 2.464 HS TOTAL SUPERIMPOSED LOAD POUNDS PER SQUARE FOOT SIMPLE SPAN - - SPAN TWO SPAN - THREE OR MORE SPANS FEET CONCRETESLABTHICKNESS(t) CONCRETESLABTHICKNESS(t) CONCRETESLABTHICKNESS(t) 2.5 2.5 3 325 33.5 .4.187.5- 3.5 4.1875 2.5 3 9.5 9.75 10. 201 228 209 234 241 _4.1875 253 228 205 201 232 218 205 247 232 263 247 233 309 290 273 201 232 218 205 _13.25 3.5 247 232J 263 247 .233 309 290 273 189 178. 189. 178 189 178 191 _214 L6 _219 . 199 219 tI219j1 NA ME ATKINSON. JOHNSON & SPURRIER HNC. SHT.LOF_ D ATE 21,90 -. CONSULTING ENGINEERS Jos No. eyJ .1 C43 NAME ATKNfON. JOHNSON & SPURRIER. INC. S H T, 2o F 8v J CONSULTING ENGINEERS JOB NO. () . f-77 So' : g.7' /,7/ TOT D7 ee/ /o7 a111 s/e/1ec//'•. ea/'7f7 - 21. 38,05/ /00 /11 30/2) ' 90" oeri 5 /0(a) — /20" = .: 10s rr) 14- f 1. .8 2. L72 /0 :xe, 5~'/, . . . . 4// 46,faI225 - / &e /e 0" /12 . '9,- 70 127112 /12clf'z j lee 0ec4 f c2/7( e7-e If 4 •' /O Z5) i2 / AIL?7=- 414, 7.03 20' < /4QX. o.7 5s = ,65'O,1) //.5i'2 . /2 2 C ("S ..m 116 > U oz, 3 -- 5,/,p73 <3 1' /7e' bC'2T.i JOB NAME ATKINSON. JOHNSON & SPURRIER. INC. - By CONSULTING ENGINEERS J SRT. OF DATE_ CF __ JOB N 30/ . (IIY!5 -3c>l) /007 5<• ~ 10 - /O (/o7) S S A "/.o,,cj /ec,i S - p/'s• ,Coj/cI 16 0 C& /Z 2) L'se ç ho'es CcuiiLe,— /75 ' - q e / ' -' V <vh , 4uiI?V i - .. S S . S V'.pc'Jed z F/2 s / - S = 375 t (•I4,) L/fl .. /38T 74 i1Q- 7 - 2. - deiX L S -: - e so/)lepel - /50 Xo27 = - 1 • x - i8. 5 -, e9/v,1-(7,o,is S11 7'11 ,3e/frr )/M//6'8/ b'/ /( /5 Tt/ 4lx %Ø /7 3 /Id W rI N N 0 N a-N ATKNSON. JOHNSON & SPURRIER. INC. SHT.A_OF_... - DAT_b//y 0 CONSULTING ENGINEERS / 5 yLJ . . JOB No. OT 'i7 4Zc8 /f ,4: X: If Z3.o3(/?13) /7(B 7' 7(B -Ti- (7'&$7'3O3) 8 (35) i. 23 (i 75) ,L 3 o/ /Z //,2 41 _______ A' WI = .3,7 Z HS = 95 71 I7f . 4 0/7c) (13) (z — /3 ,7 i .s/ io . . . 4 ,g •. o' I/e oy e All /// . / 7 cy/2 F7o Czec A jir? lW 11 .416 ~ :0 -. KCe,le- ''ry&. W/bx2b o2 S o JV/ 5/4114-1/5 M I/F JOB BY2J ATKINSON. JOHNSON .& SPURRIER, INC. CONSULTING ENGINEERS S HT.A 'O DATE4/O JOB No.52/, / '2 C2r/)Qj7 eTe 77 Z )E) E!:: /() 30' : D 1,Z3 Ft (7.03 P 26 /537 2FIr 0 /g 7 ceo2 L Al 00, / 41 , 76 f %//.5()) rdFlr. fir 2.3 E 4/5 c8xi/,G i ZO(iz)_ 683O1 • / 226() • . ,74i%7/ S,4eo, _•f qzo(i - e ---------------- 7190. A! IC7 e// J08 NAME ATKINSON. JOHNSON & SPURRIERHNC CONSULTING ENGINEERS BYLJ SHT1OF.__ DATE- JOB NO.'22// 224-3 'ç - - 5/J eoc o'i 7Z 2 c7C h ;:7zas o.t, 2.5' /: 3,C/ V •J7 2 d/ç 3o / 0dà çV. LAd O/2/7P-" L) -/t Z- /ec//o, /8'7 ,3 L/5e Z ' cii, cle / II ,) Ltt28 i62 75,79 74 g2'(5'/r-es..5) 75,7 b/f)2 . 717g 7oze J 776 h3 7,f'41) ifl r4/Zfld / /: /35k VL V' (472 - ~ /z (7-151 2 2) 3Z5 /7ZIT (/32-37s) - '?09 112 LIJ :3 ?S / 60 64: — - - /o (938) /vfaLe So,nC)/o/ 57t,jç., 712 7?ce C'f7/VA/6/C 2/ 4d15 /r'102 2 /6(767) c/e 2/y 4/o /t2Ct /z 76616 f /, JOB NAME ATKINSON:JOHNSON &. SPURRIER. INC. CONSULTING ENGINEERS SHTVAIOF_VVVV. DATE_/2_.,. JOB NO._. &_V - 1/'24 •• ______ V. /$" C2o 1 '=2Q(_)3.5< V/ V V. ) V 7r/7f5eC' = 732- • V V /27.2(,) /7, s • .' ( / V V V c/ ST Z - ) V VD Z/%/27 ///-/ %c/$ 125 ) = V / V ie1z /03 7 2 57,J V a, 77 V ir4 V V 1/ f2i 7V . 24 C/ /V ./T/5 . V V F • V V V V . pew V • V V = k j V V V V772 1272 02,~,, 5 32- (1316 -s,o) /2//2 .: V V VV VV • ./8 V V V V V . L/// V•V .VV •V V V.. . V N V 0 N 0. N V 1e/ (7.5 ,'-38) 94- /7( 47 / (,''a-/) 2714- MOO b: i:29 6 3 JOB NAME LLL_.. ATKINSON. JOHNSON &SPURRIER.. INC DATE CONSULTING ENGINEERS By, JOB P. M Z~' L .. /2 1 3' D/0723 Z O L;7o /b i73 —2-7 ( 5) '83) M:Ml - ' /' Je : 3O/55 ',i2'5 2 7 C . 747 1) .78 5ç 17.2 4 178o1izz)=i 75 ~ f7 /05/- 37~) =s28'11?4 22 32.5 2. - 74:- 7 ,57 37 / QS S s 6 /4Cy W/8x3 . . 313 (.5 _i)b3 í c,,,s,5ecL V,' ~ef 5O' :/ 7 3o.8 fl2/7-c 6evi Ce7,? C /Z'i21 /o o 4'se iV/8S5 JOB N Ni AELU!LJ,/f'l/e//,__-- ATKINSON. JOHNSON & SPURRIER. INC. H - S T DATE /gO_._ CONSULTING ENGINEERS JOB NO..'212/, i (Th p ZL /eocp / / I t . . 65' 12 ;6 7 6 17- 7)68 / - 'r/,or :8lerl - - - - r w 3o. 15 ti ((?4) /2) (ii)74 40 11) 3/ - . /: 'I4Z !'I~t D-5 . /71 - t I Coc?-?áe/ 3 Oiflh/2Q/ J72Z si j,• /o rol ' /jq >/7ZZ. /18/ A/o d W/8 x fb :__ /I i ATKINSON. JOHNSON & SPURRIER. INC BY CONSULTING ENGINEERS J SHT.7LO_......... .... -. DATE_ JOB NO.Z1/,/ [i - 44mQx 13-08 /Ø •, 1. (4/ D ,00) i8 I I. 7 00 ____ I 24 It 2 73. 275 6 ~L3 (s 5) 2 (22) 2 7 I N 0 N Se S. JQ / /6 o (oi) 5o Ine. a "cos / e1 //se 2// ec 1 I A a / / r - 75 5 / 575. JOB NA ME ATKINSON. JOHNSON &SPURRIER INC SHT. OF BY CONSULTING ENGINEERS DATE JOB NO. 6 4= 23/ z = /9; 5-If1'€ '7 j: 7,71(55 2)45 t A vC) C 30' /O('3fr7) z- 174-3~ 5(w53) 725 i /2leAl (k)3 )/(PJ •.•• 30. /27 -74 /33/) 1 4 79 1 f0 P32 //755 -/A a' JOB NAME ATKNSON, JOHNSON & SPURRER, INC. CONSULTING ENGINEERS L - S HT. _OF _ JOB NO.L_/_ 9 ci / C/2. f /3 oS 2Z77 55 9,12 Zi 35/fr7O e7/2 I 3 ,195 22.J? -5g,zq /;/5 $cff 72 y Tr 4- 0 4 d 4 d' 2. S 38 /Nr?5 70,32- /2 27 72.2-/ S - S 378'.f$ 2- 970) 1/ /22 1 JOB NA ME ATKINSON. JOHNSON &SPURRIER,_INC. OF DATE B CONSULTING ENGINEERS Joe No&/' / /7 ?,2 TLQ' 37.5' J 5e- 4 9 . 4 2035 7,17 ;?1 /,7 C6,86 L -_L_ b _Tc• ••: (7y-5/o)0 1,42 s %'o (7'/2f t -Mi5 . . / 9 f,7(/ •' f? 57I ;2; A1i-co 52o) /77.j I .• 4 f 4lee0c" It 0; 5Z . • . . . 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DATE______ Joe No. 7/,/ HS p .D' 30' L9 / $'/-••: /c6.3 /?2C//D,1 2 (-70 QCe427&/e O/e ,-e/ 71 ' - .5 ... ii2. 8. : r(/&5/)2 1A /27: ..: .•• ri-y /2 .5i7// e - •. 5• •.0 •• 12 7 30 : 1//oz?4 525./Eo) 32c7 > 2585 /774 /330 fr 13 2—,, 327 I] N 0 N IL ,q753oY (2o/rnoiQ/\ // 7 ,O(2/,2) /O (2112) JOB N4MEL'L2/LLL2L ATKINSON. JOHNSON &SPURRR.HNC. CONSULTING ENGINEERS 4,-0 SHT.OE_ DATE / - - JOB NO. LIJ f/ //7er- Ov7r2ec /7&11 rG-/ (c7/d) __ //14 30 CA--,11'2 ( 25) P//2'7 Co1267ct'1 ctm6ek- F6-Z . ( es (19rQq,4mber) p p 771.5. e47/Z5o) 23/(/);: & 4/7 . '. . 5, 28 I? '• .: 2'/c•e Q7t/2/7S . /•. W/4O() fl/2/x .'. 2 2 7/ AceS5) b/(7 7 114t 4 0 01 01 .Vr 23 _ -7 1 . -i 4 < Iv c /3 2 / L/-5 e 8 /O Ae,c/ = - 3'2,4 / - 4? - 7_/(, _) 1Z. • C43 V4Z3(10? )z. /X.V /2 1 •. /Vz / 521 70/I y/ /x44 1/ JOB NAMC ATKINSON. JOHNSON & SPURRIER. INC CONSULTING ENGINEERS d 752k 8/ ;7 /38/6) // 94f3 6 7 112 SHT.1L11LOF DATE_____ JOB /€;) 0,322 ' /0 ( ' I /06/86 4). /• '/i) /6O('/46 7) Che 4 4 /17 45 . /IS . - z . /i Cs 13 (3)/ =71 M801 - . cep - ,25 22. 3, 74 N 0 N a- B 3 ATKINSON JOHNSON & 5PuRIER INC DATE CONSULTING ENGINEERS BY LI JOB No.7 z egall,/ '2 z:' e ,'~ 71-1 d e r 9O ( T1' /L 4O ' 0 - 4.5 / L / 2,77 L 1294 - 3 5"03 04 ' 8, 75 30 34(/5) q/z)oj/s)2 pz.I . ,54-.. 4,' 2• 1148 ,5 7,17 5.47 ,M1 3437 /4 = 338,5 / // b/n /O14 J/ :13 cc 6 36 0 S :5 ii'o y i) JOB NAME !I(LgI_ ATkINSON. JOHNSON & SPURRIER. INC. SPIT.. OF - DATE_ _________ - CONSULTING ENGINEERS JOB NO.3ZO/_ /r 9177/17 • "-c-1 c012/'d Zeff /Of 1~2-61 - 3O2 / 2i0Y, x /7 /S X/ 03 o 5b7 11 A%'Q c/osei Cec/ (t'fli = /23 37 x/Ob c p 52 -21",6 -2 2) 2IZ -z) . 4 xio c310 12930 (,o)( O-/)_2Z5)_ 73773x/O - c938 3 ( 75) (ôo - ?( $ -125) ) /7" A1, / M 16 /3 & //l/3 •• (-') • NIYJ,A/2 / 3 ,5.35 -71 a ..' • z/ce __ • N 0 N i I 7 JOB N A M E A1KNSON. JOHNSON & SPURRIER. INC. SHT.OF CONSULTING ENGINEERS - BY JOB No. /o educ/,:YD Lii e ,4ei/eK /poo'd " icec/ to 75 D 24i /5 :? i• £: (2/25) o).(//.7) 30 12 7,/2 /'•?r -6 2 /f' FL- 3 (2i).25)- 2. M3 ro 8.,5/ k y o$1p .. 3/4i • 4r /es /Vip1 ILl- Q7.kif) r f --'-----i' / 4 N 0 N F-7 LA N 0 N JOB NAME_ ATKINSON JOHNSON & SPURRIER INC SHT OF_ CONSULTING ENGINEERS DATE _ JOB No._______ _ - • • . k1 - __ • • Ty1oe //2 e 7 JOB NAME ATKINSON JOHNSON & SPURIER INC SHT4o DATE CONSULTING ENGINEERS / B S JOIB No. /2727//7 /71 1,113 (22) 2:5 1 /iec S (can7/3//7e /peQd .. T........ /)SI S /77 •/i 7/• / /'St 0119 C12 C/2 d d/4 / fr"je roiliti' t75 Y2_(2)I / Q7 cc (o/75/O'9K /cyo1 k (OF, 2 t25') . 7'27O 1 1' S S . 91 6 ~ /Z =)(/l JOG NAME ATKINSON. JOHNSON a SPURIER, INC. 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OF JOB NO I A 11I (#1 A32 Hr — 'kX, ZJ - LcJ 6-'),01b X I 1 T LLJ/ • •:• JOB ATKINSON. JOHNSON & SPURRIER. INC. DATE______ ____ CONSULTING ENGINEERS JOB NO._____________ A-A-'- er 0 - 12 , '• . .....................................................cT E L 7 -\Jq.. -. • .= I'2- - \4b.- 7' 4 ç7 j,c o• 'st' 6z) 72 . \3 \.\hl Iz 1 c(i 7c- -rl aq.7)( 9) . ••- IO(I') • •. 71 • 4 L ~ 0 4 N 0 N IL ul __• i2 c () 1I JOB NAME ATKINSON JOHNSON & SPURRIER INC SMT OF___ By CONSULTING ENGINEERS JOB NO.._d2LLL ~ 4 J0 3 P--: J44c ,&2 2i5.(3 z Z/53Z) /.&Rp - /55 T= 363, /2. 1 ~ 0 tb - Cp C2 1I - T ,1G7 U N 0 N JOB NAME ATKINSON JOHNSON & SPURRIER INC SNT'LOF DATE L CONSULTING ENGINEERS / JOB NO._-- Ce c' x, 2 /5 z ., (/.2C4 C) . - .. + / EEA,1 fl __ 7 - A/ = • O5 . ce&je.. co•f-, 72 L1LL 7c' S r 7LL I ToT c7._, -- --c: \\ oo J5 - c'-LL, - z 5- ji ! 0 JOB r'.AM_ _fT3 - AT KINSONJOHN ON & SPuRRJI-R INC SHT By 7 - CONSULTING ENGINEERS JOB NO.___5201, _______ ';u7e/Q/? C• 17 TV- 0 0. Joé NAME By zc J A1KNSON JOHNSON& SPURRIERtNC CONSULTING ENGINEERS SHT. OF DATE JOB NO.2 7/1!__ {/9,7 z'3 c) o5 / 4'A7,- 442O(/) .. 0 ,4 1he Cole //z') 77 ?c74 SQ7 5yJz5)(2q.$) . 947 3 9338. . 3675 Misc, .4 /de/ /733,f2 25' zW Ozl //e/d y/// e :: ecey'c/e c/ / /e /o JoB NAME~j2_L/7/_-- ATKINSON JOHNSON & SPURRIFR INC DATE_ 219_O .._ .... CONSULTING ENGINEERS No. z /' // /o/. ///7e ., 7 ~ /O1 58c. 214 - 7-25 1 / rli7- I .54/., -' z 2- 6-5 -=. 0 _L . CC5 S .1677 ,9357 X4- 60, F95Y 0 , q sec <' /o4- so r. 0073 ' C 723(/J =0 /6847 . . V zik(C5) kV - V /83 s9 /8 -- /()5) •74 0,20(')q6.) /T - -0 7 TV A55u/27 04'/e 6oy //7e 3 /o/;trs / o /) 45' 17R0_2 2 [1,~6 c,) z,, 13.2 75 - I,. ____ 5)(4 v JOB ATKINSON. JOHNSON & SPURRIER. INC SHT.L_OF DATE_________ CONSULTING ENGINEERS BY JOB NO.____ ,C2/Zc /57/y,'•/ 722 /3 . () (K) A7o7 /C 75 47Z /80' //.85*767:(aj 26 9W 248o 787 1495 7? /2,5 io49 /3oQ -21 900 / 722 '. /// 5. /2'1 3c16 2,/cf 3,65 65: 3rd 38.Z o' 7,72 I- (w) /93-3 103. 3F e13e 27' BY SHT.I_OF._. DATE JOB NO2'/ / /.. / JOB NAME ATKINSON. JOHNSON & SPURRIER._INC. CONSULTING ENGINEERS 28 1 14 1 44f. 21:5 (730 pe//17tsS//( 42.5/ 1.77 5 . 4150,7 82) L77?7; 2/2/2' 017 (4/) cA'ec/J/' aeQ1 °' 121 e/7= 0 ; '1 4 / / J / / C.• S /2O5 2cet? O , - 68. 9'2 (y(efr/l'2$) // r )7(,2JLC '77 L16C Zç 0. 5 /.0(/.o)(s/Z)(/.6)(4[2.) 88S3 ) , fee, 9312y) /4 (14 / 0 AG/- 215 708,L /26 , •0 ~r:ei"7 e/y ,o/i' ,2 T I / ' 2'T 7' L9v 7st- iv/ / /,_± . . TABLE I: ALLOW ABLE DIAPHM .JE AND FLEXIBILITY FACTORS FOR ZONOLITE - INSULPERM ROOF DECKS ON CORRUGATED STEEL CENTERING GrQhr Ik'r'r AS APPROVED ON ICBO RESEARCH REPORT NUMBER 3260 (9) SLOTTED METAL DECK METAL DEPT OF DECK GAUGE THICKNESS CORRUGATION WELD PATTERN MAX SPAN . WORKING 'SHEAR FLEXIBILITY FACTOR (Feet) q (lbs./ft.) F 16 0598 4 t -1-5/16" •. 3-3 . 8' 1,130 . .5 18 .0478t 4.0498 1-5/16" 3-3 8' 960 . 4.5 20 .0359t..0478 3-5/16" 3-3 8' 790 . 4.5 24 .0239.t .0299 1-5/16" - 3-3 . 81- - 660 (570) . - 4..5 (4.5) 1-5/16" 2-2 8' 410 (410).. - 13.5 (4.5). 7/8" 3-3 4' 820 -- 4.5 7/8" - 2-2 4' -. 410 - 13.5 26 .0179L.t 4.0239 1-5/16" - 373 - 8.1 570 (570) 4.5 (9.0). 1-5/16" 2-2 8' - 250 (250). 13.5 (9.0) 7/8" - 3-3 . 4' 820 4.5 7/8" - . 2-2 - 4' 250 . . 135- Maximum span- conditions -are for diaphragm values only. In no case should the span exceed the downward load carrying capabilities of the sheet. Metal thicknesses are nominal,-base metal thicknesses. - - - . . - 'a The slotted metal deck-shall be nominal 1/5% -open area with non-continuous slots in- either-the web or bottom flange of the corrugation. - - - - (4) A 3-3 welding pattern uses welding walers in every corrugation over each support. - - • - - A 2-2 welding pattern uses welding washers at each side lap and at two intermediatecorrugations at each s Perimeter welding of the diaphragm shall have .a maximum spacing of 12" o.c. No side lap attachment betwee adjacent sheets of the. metal is required. -- - -- - - i ,- .-'- - Insulperm thickness s 3/4 minimum.- - - - - - -- - - - No mesh required in the insulating concrete. - (9) - - - - - Values shown in parentheses are for unslotted metal deck. - ----------- JOB NAME L ATKINSON, JOHNSON.& SFIJRRTER. INC. CONSULTING ENGINEERS SHT. L oF DATE____ JOB NO.$201,/ U • .. . • •• -- • V 7f.5 '1 1'331 It ..• •• • • 'I 4 -A-ce"S. •... 10 I q. • L; /.'Z2 .. /$•97L Ø-/ 1 • /4I 5,4cr rci5re' acive veO b 5½e0p' , 9/z fr2'e/d'i2 /)O //'d/ 2&13,P5' c,—,7&(6?/ 5097 /3.07 ,95 LI - Zz~ 41~ 1 9 • )27x Qx/ //''55 0'75(f 22.-6 ,> . 72S e ca/c. sk 4-21 74/ ,C/00, 172 e'iec "e- JOB N A M E ATKINSON.. JOHNSON & SPURRIER. INC. Sill/_7_._.__0F DATE_L2 BY zFj CONSULTING ENGINEERS JOB U z/ //72e 1%vo/'c/ C/ 5IZ / S ç.L,-cs$ Ic'( reor = 12 7 2o2 7x 3c7 ,6 -6 33oe1 3c 44 'S i7'8///,7 /c3 : (227/,z)c/5) r .56el6k I 15 7 Fr 173 IVIS el,, = it 7- //3 /ci 2OO /Z5(2) -2- /2" 12, ~( 12 I - -, K 1 /o — 2 (!Ito T3' 3S 54.6 31,12- 6,/7 3 — /4- f_fr c,,te6 (ía ) ,357 8(/.ô5) o75Z < /33 JOB NAME ATKINSON JOHON & SPURRIER INC SHT OF DATE___________ CONSULTING ENGINEERS In.- (2,7 7;%7,7 Coseco/e 5S/72eCY 5• e/ 9 • /. / 4 /' 5/c /(zo227) 9 72 /4,n= '' //3cT /7LJ (fec 272/e ) AC '63 ,2 Z16 ~f ,77/O (12- 3 74 •/ 7i•&L /1217( /.,'q,i • M01381./ñf 4 29(36)(i73) = 5/3 '0/ • 26/63) ¶3. • /r7 • 2q.q 11 To7 =/o2 •. 2q, / •/, . JOB ATKINSON. _& SPURRIER, INC. -_---...— CONSULTING ENGINEERS BVLJ SNT.L! OF DATE JOB NO.5Z9/, / H. 29.(.z) = •/1x.7= /77 :•/ /7,2 /2 (/Z)(/J /33 • f 28 1124 c - er-' ,,t /VD7L ; 4--1 m . . .. . . 2(iz3 /15ks e's 6 7) . 4mr =7 -5 - .• •• _______ /830 1 . 5:/5L /4? /7 /20 /3" ',, • / L 3 4" •• . 120 !B ,•• .• jLo /i55/Z) — i58i3 /0(135) • ," •) /7,q5 ••; c 5/rej5 Qc47 I7 ose7//v7 = o(i7)C/o5) 73 k-,4 4 Z-• 0,f4i :1,0 7.4 73 i9a /Q7g7. '2 /13(,o2) /2" /7(2/)&7S) 735,4 • = 2/,2 (24.1) (/&.i3):: 730 .3 '24i) =87Y 33.05 7'? 31 / JOB _ -- ATKINSON. JOHNSON & SPURRIEP. INC CONSULTING ENGINEER By SHT.//Ü OF DATE______ JOB NO j20/'j 4dc1h/C /t = ô.?3(3J(i3) = 4553. 3 = 2 (55.3) = 732 /7de. Sz77m3 -' Z,57 111726 /ed 6,2 e s 4/ F/ Ze Ile 74 ;•//. p - - Th7 47 t M5e,5 = 7 I ( .2 s). 7 332. 1 G7of? /l',L/ - I / 7'7.31 flhT2T A-Z. = / 7 //2 /c/Qse 2.22 /0 (13) 39,59 ': /9. JOB NAMF__ /ATKINSON__JOHNSON & SPURRIER INC 7 DATE /o CONSULTING ENGINEERS BYIfL/ JOB NO. 9,179 '51) (/- - 75 < /, e/2e/2'/ CO/) ,eac' '/% - Cec/' /t7qe ,7O// /733 k 1' &:31) ,g5//1 = 0 41 '733 z'c3t 7,0 7i- /,/q4 235. ..- (.3w) = //Q 2 (//52) 23o41..o -i- co,. 2 (/o2?) '= 208Q /eC/. L 78 . = 4c/s =6?..8(25)x7 578 /= 25o.(/2)(/5)J — lb i /138 Js' 2cD? 7;_y .1: /530 S - zo 23 4 -, JOB NAME 2/3 ATKINSON. JOHNSON & SPURRIER.- INC. SHT.OF__•_ DATE_/8O CONSULTING ENGINEERS JOB No. .7 r a' 41, ~z 111 7o,5 . // r: 19.30 ,,2 /t /73 17& ,,3 /O - - 7392 ,135" - / (94 /8c2/6 Z885 /7!, I 3,7 c7/Z 7 b - f.F) -- / /iiy i- z) . - /3 /27• 4 .,L , /1:7' /47h'4, (3) - /Z? 4! -;j:-: ,4, 4/074 /w /.. ) 4 81-1 //.• /3.' /,'2 3 I/1LL. i 8v cJ ATKINSON. JOHNSON.& SPURRIER. INC. CONSULTING ENGINEERS SHT.OF,,_-- DATE_ ___ JOB _______ 1,27e/75,.)125 OkII q ,07L0 ?CCc'4'/7/ 't C/i,i = --150 2 7)3K13 2 7 732 2 21(2) f 2iOJ a If ci cc i, .'r / (c/c,- dell Lh - I I7 2 7 _73 /127) // M3o i5J cd 0 '.732 073/ /1 //ers6,' 7 -/// e 9, 0, 7c / = 0.5/i ) 72 Check Pe,-,a1 . 11 oo1 loql 38 ? : ./8i.. 15 27. • ?/3/ /.3.qi 154,/a )/'/1 33.259 T:3 351,2,5 3g(37,JLy) '98 S-e 0,5,V3 62A , Q/e7/ 7.Ze /e7f7/.7//C /zc Co i2 / fr;j d 1411t,> JOB NAME ATKINSON. JOHNSON &.SPUPRIER. INC. SHT2O_. ' CONSULTING ENGINEERS D ATE_2/6 BY _______________________________ JOB N o. ~ 0 N 0 N IL /77/we 7,-,/ (/ /2,y 5/rQer 3/ep4 /,1 72'vs .' to es-' / /1 a / e 4 c2./O /ef7ec/is • 2 ( ?O) L •1 o,/ .834 o57" z '2 •• [8?ziI5//'3b ,8 h/ 367 6cd L 1 7/2 = /,4/. 54 • S. 5.:,., //T)b ,i'ce fhe €fi'2 / yt/er c'/e,h ,'3'', c7I',1'ec/ ',•• CI4 S Ze 492 /i'8 /'5 2o/,7 /'7o'3 /4/ 2id /OO 6OfZ,7 333 379 r 3 le 2/3 112 e7a 17241if 'o JOB ATKINSON,JOHNSON & SPURRIER V INC SHTL&OF _ 2/000 DATE____ V - BY CONSULTING ENGINEERS - . JOB NO._____ 'I) iç 41 Jc . V goo f e///-1- 1 .1. - - V ~ 0 JOB NAME. 4TKINSON J2HNEON & SPURRIER_INC By- CONSULTING ENGI N EERS L SI1r.1L7.oF DATE.L2/8Q JOB NO-520 A/ 401 0,2 G'toT$ (/?) Cóce'7/cSc/ toed 04 ( - L-. • o.IcO .Q•__I - .7O 7.2 4 37• 2.12 C ce /Qk 7c// / G . '06 9.0 , 32.0 13,4- /&.95 4.3 4 •' 7' 2/2 S Ipce - od ' C"Vi7 • :' ,• . L ie /o0ds oe Q/ceoy teen cechjcec//or /e per42/Js//e Z 4 C. 0) 0 CM 0. U) 7 / I JOB NAME ±/21,O/?i//i±K'?'/._ Bv) ATKINSON, JOHNSON & SPURRIER. INC CONSULTING ENGINEERS SHT..1_0F_.------------ DATE_ 2 / - -,m Joe No. .- 2 '—(-/-I •: /_.___._ .... Z7 // L eve / 2,y/,9,4 76 7''S 1 Z/51'23 7rn ,to / 25/0 12 S CO41/2hi72 ///j(;)4) 7 , 7" /, ,, 24" d2c/" se /, 0(7,5(f c. are,2777 C./4',;',-7 Cisc c/ All 71 /T7Ct re /'/22X / 7 . CO41fl qj / d/ c, /gIllyr ecc S / /27,729/Q'e a' C' 6 /V 2/3 b 4 s c. 117 k/-s1 / d /o / 05 s/q//y 7c'-'ezhe 75" - bQsea" e /e','- so/, 7/7 /he e7c 7/ Qe,/e/e d 6y /// I edce o4.52. 53cc! K /1/ SpoOf': /, 75" K / / , I, 1'ZLT2 - 1J > o7 > O.97 <'7 3rc? W278c1 £,v/Co/: //4)(7 //x9Z. - /"2'o II I/e 1/z' 6Q. $,a'e o,g5= fl JOB NAME ATKINSON._JOHNSON & SPURRIER:INC. S Hi F -- CONSULTING ENGINEERS DATE. - JOB No._____________ -147 - 30 — z r 7 /gnye 55u'11e S. ;F54 - 72—. (er -ca 74e) kJ!7x8 /41 /1' 2 7,c c4 61 / () D-L) <e,StIC. VT = /K Sheol- Ce'o'(7/gz5f) 37," 3,/4 : ç , eci? /20,28 / C'ec ,I5Aeo/ /P ' f1/1/ e 5e,qoc c, 410 th 1 L '29f'_ j0,7/ cd T/r JOE ATF NSON JOHNSON & SPLIRRIER INC BY CONSULTING ENGINEERS LJ SI-4T. L)0 DATE JOB NO.3Z'0/' / zrJ F'i 'd-z- /4- d Co /m/2 9 lb . 52 H. 0,6) [2./- 5 4S Z91 76, 4= /(o)oo) 7o-/ f O4 VU 2S bf dh VT 25 fr//4ff o/ G,rdey Cec//p 529F) /7° 452r 5 --_ 3(o2) Lff5A: j JOB NAME.._th Y1 _ ATKINSON. JOHNSON & SPURRIER. INC. SF4T/ OF DATE By C%J CONSULTING ENGINEERS JOB Nc3W/' / / 3_7),• / 3 ' 185 ' 2z (/./b)(36) Ise Q A 8/3 ' ----------------- . (=4~/7/e - . . . . 42 7, /6 Là. N 0 N N /1>o.7 36 -A I HI JOB NAME AfttNS(N JC'HNSON & SPtJRRIER_INC CONSULTING ENGINEERS Z) /7izdle L-,'e L) A A- 7) /2 5pLc SHT.Z2OF DATE_____ JOB NO.32_' / &e 0,7 Y3 > / 0 d (o7?3_o;z) - ,Z At foc' /53) LeJ I* Cd 01 0 N 0 (0 JOB ATKINSON._ JOHNSON & SPURRIER HNC. SHT.Z Z OF______ DATE CONSULTING ENGINEERS JOB NO,10/'_/ HS A722,7 U' th7 L/Zá A'- - I W?7x94 V, eç .4 5e,5 eo Coo,-2, 1,3 T/57 L45F 0' 3('(85) 2.. scOc -5, (25 1/e6 /C671,1- :050,13 ) oz H• 1 Pd 0 Pg 0. 0) 2 U /,//> /, //f JOH NAM /2/22'JY2J'/. A OHNSOW& SPURRIER, INC. ST.L2OF DATE CONSULTING ENGINEERS JOB NO.31Z/, / e0L,777 /9h Lc//79/7e/- / 2o o,13 2,45 3 C7/- o.El) -_ /O1117. (/. /52) 4/20 5g./3 Jo,r7/ ,4•3 c/ ______ • ,i4 720k-//.<2 L7/d 103 73,5/k d 28,80 • -(.&) •VT:21I // 323'. 6 r4 ½eot- C7'7f2ec 72/) 112 /20,/ Ze (7o) - (255-&) L±25 fi Joe N A Mf22iL._ ATKINSON. JOHNSON & SPURRIER. INC SHT. 25 _ DATE BY CONSULTING ENGINEERS JOB NO.52 /1/ (ia) 12 L 7 2)] IV,, S/Z9 ~ 0 i_&:: 3). •....' o, Y:~~ T--f /4'5/,)13 " /74-•f'A ¼( / c t /il5 /745)- 7 7i-'e74Z Lf\ ,7 7Se', t5/r heac /'l 23('zx/Zc2 5J (253-'4 5J Co/ 2eec/ C , 172 I * /-& le- 1 Lff Joe NAME 6'7?////2 ATKINSON. JOHNSON & SPURRIER. INC. DATE_2/JO . i CONSULTING ENGINEERS 8 y _ JOB 017-2 NO.3 O e . . . . e , e 7 W278 . . . - ) . on IyL1 . /3?5 .o.. 5 iL.25:Z /70 / cc Ile o 1. I 7Vcr ' . . 1 JOB NAME.ATKINSON. JOHNSON & SPURPIERHNC. CONSULTING ENGINEERS 8v_ . JOB No._7 2i / . . 6 e 742 )/ 1Z8 >, . -- 7:7-- /Z'/,2 f . * I Co l. 3/,6e. 4.P60flom •. -. f. 4qoi/- A HS P3 S...- I/,7O #4:/tp'7 Joe ATKINSON. JOHNSON & SPURRIER. INC. -, CONSLJLTING ENGINEERS BY SHT. ZZ'OF DATE - Joe No S,/e C t0d ,s/r' see ce/c /3275 57/2 5 - 34,46 /? 2/10' 5[2.35 /54 h' &-742- / /7eet-7 vzed 6 71,741/ ,4P- i1/c ,,Yo/ :- .. JOB NAME-Z.- MKINSON JOHNSON &SPuRRIER INC SHT4_OF -- ________ DATE1/._ - CONSULTING ENGINEERS BYJfJ . JOG NO. . ... ~m Co./4,17'7, •, /J LocqL/pp4 JOG NAMEc1/22"/1J//7/4 A(KI;'SON. JOHNSON &SPURRIER._INC. BY CONSULTING ENGINEERS .EJ SHT.?O _ 0 JOB NO.________ P. 7Z7 4 e 7e,7s/272S icde,'.c /12/0 4 71 3Y/)3 2qo7)(f1o) 4 1 i/23 (/S 2 3o)7 . 7325" ,22?aJL 2 (L-37,±3 , /287 7q5 O. 9131 5 ( ) . 1 /7/0 J '3rd 0.1187 ,L0,73Z5 -49583S 4 I, /170 J =.•/./3 /'7r4" • ____ ____ .6 ,. /03 ,38 /;7 • /, 7/ 1597-71 3 d /t5,/ /13 2nd 40 O.32 '.4-S 2.83 385 Al -, C •5 . 0. /0 /ee/sc7lf L7 /' /or e /,g / /r a/e zy ac.: 7/ ,r /f77 -', /1 • /> I # • c/2O / ~ zec/ 7: 227/. ' -716 r 3(52) 1710-) 2q05" /.S'4 71112-7/ JOB NAME_ A1HNSON JOHNSON & SPURRIER INC SHT±OF__ - DATE CONSULTING ENGINEERS , / By _S . JOB No.O/, /7e /-/ c2/2 / I/z 7/71 ?//A? el ?J/9 72i7 4 [/3z3(/5I6o) O4/(/373)J go,2- 0,558 .5 ,4 3 /2 (2%) 47 S 17/0j 4i2- 2,06 2/1 73) 2O/763 2/7 /0d7 23 o% 3'78 26,/' I. 1&2 2-.:. /• T .22 = 70 /f?- 4:/(p'7 MA W5ax /09 .[: 4470 ,,,4 ,43J.7 çCo/.SP/ice- a/'ci • CO/7/2,. ____ ______ zb_ Jo 13 NAME JOHN5QN & SPURRIER INC SHT - 77 -/ce '5/O7 DATE _2/0 CONSULTING ENGINEERS I - B - - - JOB N o._. . -. .4 L/7, 71/ñ7 0,79 0.78 :Lo' Ciss L •(fcooF) Se/s/27/c_ - .........- • .- - .- - •- -- -S - -S 0, 35 • /2. — load Coin/7 - DL OL - (-f) ' 5eigivi I I • -.3ox// • •.-( 25 .2: 4q3o,n. • • ( -' 2.4 I - 0, 3Z .32 JOB NAME_7//l/J/ //' 'I ATKINSON JOIINSON& SPURRIER INC DATE 2/8 _ __. 13 y CONSULTING ENGINEERS JOB NO.,'//_/ ~ 0 AOx/7 Z773 CoM7- L eve 1 - 4/5'ilf TQk,i ,ra'eK{ 0 ejib i' /18O" 275" 17 4 1 /o , ~ee /,3 see, I 7 5e C/'s aqcee,72e77Z. Qz'c ri/A 0e ç72 d i 'y' %c' 7b /"5f wud 'k s/ ) /vc - 777' eq/e 7 /4 //-de- 7L17 /4a74c 7b5c/y6e el ' 75 " M e Q//2/'oK ./z7%/ //C,' 'd /P L- Q/7O/ -s roof 2r1o; IS /2 7 os s1ze 01// 3cc, . ,'V3Ox/08 fl/5PX// (OI)(/L'/(b) -. .. •/ /. ~ V rej'd - e3 (/3') P - JOB NAME _ ATKINSON. JOHNSON & SPURRIER. INC. SHT./ OF DATE BY /TJ CONSULTING ENGINEERS JOB No. LET Qi?? e Z (Jb,'127S. J112 W/4xi W2Ox //! O.8o" 30,01 h io.9 ; 378 //23 6w k. 2,5" 6 he OK p,?niuts1L. 2., ( S P,i: L /5 --- O?e/2S = .o7 .=- S2 9o2x/'3? 5/ie3t , Po,,e/ 0 N IL o,4c" t24 VeoO/r "47e lo/ se /2 ' Ti Lf±e LL JOB NAME 7Lt A1VINSON JOHNSON & SPURRIER INC SHT3OF___ - DATE___________________ CONSULTING ENGINEERS j BY JOB NO.I' /'471 --71)7e 2,i2e 0 Joid'c CO;27'a1 ,v/978 (f 151 4117,71-2 RIle 6 (sc Ya 4f /ye/7ce Con ij 7 oA?J //f2e.c 7 I' CoSrV flip 72588 A S ,f9t2e E O22/5 2) 75f8 2288 >(d) 0 7/5.3 A7e7'd 7Lg/9 •F AoiOi11 S/11ce_.. LS 44 6 46 flo: O55 a' Z5 5,2 zcl • (6) ,7/I/ / 4, ,1/5C JOB NAME_/ LLL MKINSON JOHNSON & SPURRIER INC 5HT2 OF DATE CONSULTING ENGINEERS . / JOB No._____________ 5t/ , j. z2t- ,/i 76, d, 23 . . k /o.475 14 ) . . . W/x747 d /Q7 :1 . k : c,'tdet S,4e'?r CoT/7 (43zF) 7L' cc'c" y Com,vK/Jok7 -= / /V. 27/33 --:• -. T/VK / 7/7 / Ze 49Z9 /7$ ) 4'(6 pb/er- 7ef'o/ 4657--ee =`,PA~,ewAer- 4 Ole JOB ATKINSON JOHNSON & SPURRIER INC SHTZ23F - DATE___________ _________- CONSULTING ENGINEERS f JOB NO. -- LtJ 2(25) =7/,905 ILI -- 3 2/7,o /72 >. CorserV' /7LA 31 F/5eKs 17 /, o5 (Ip) (iz?) • 4 /, /'. = 3 ,75 I. 4 o N 0. in - Shear 23 :3 4 7:1(6 ]/~/' JOB NAM -- ATKINSON JOHNSON '& SPURRIER INC S HT.OF I CONSULTING ENGINEERS BY JOB No. iiJ ? -2 3.C4!L?2 //4 t's*,7 7hcii (O'?3Of) - : I •f, p, h'cr2e 7 b/er / (__ /s//(m2ce = -- ,, / 4 / , • • .57 'I) lo N N N 0 N N JOB NAME L?/J1i//i /2R'/. ATKINSON. JOHNSON & SPURRIER. INC.SHT. OF /.O CONSULTING ENGINEERS DATE Bv.J - . JOB NO. w3oi/ 2,7 - (W 30K /6 /2T.c /Z /7 8, 53. / l565(/2)(3)i ___ /t• 28 ces JOB NAME AtKINSON JOHNSON & SPURRIER INC SHTOOF CONSULTING ENGINEERS DATE_____ . . Fi BY JOB No. j/. 7.27 7 - > 2/7 716 . , . fi7t'Ct7 /CQ in, A' /-k A iM •• II ._. •, - - U F:00TW6 SIZE iJFM1. I çk Wi' 1:1.41 - LI. 0. 54 - II l-I- II. :-:-. - 4 KINSoN: JOHNSON & SPUNRIER. INC. 1T_L___. DATE________ CONSULTING ENGINEERS Joe No.________ QU4RE SP2EAD FT1i3 LEGEND k)=Column Ultimate Reaction '. . PLJ FB ft)=Dimens'ion of Footing Side ft)=Short Dimension of Column ft)=Long Dimension of Columnd1-(ft) 'd' = Assumed initial • p w -(KSF) = Soil Pressure from P- ) f' -(psi) Concrete 28 d. Compr. I S Strength 'Ij I-L_ T f-(KSI)=Reinforcement yield stress \i,-(psi)=Permissible Punching P Shear stress: -C\ ,' ¶ ¶ f t t / ' I L . A . -+ fc. -(Hardrock = /9/ lB , 3.47 (Sand/Lt.wgt.) 1 3Oi7 (All Lt.Wgt.) N -I dp-(inches)='d' that will meet or exceed mm. d for • '(b~d) \\\ J ' panching.hear Reqrit.. 1 \\\ o d(inches='d" that will meet or • [ exceed mm 'd' for T Beam Shear Reqmt. 'd' d.-(inches)=Acuta1 used 1 (1T)Ult Mom. per' ft. of width I U r ()=ex1re Reinfmt. per ft., FL of width . ' r ' A' -''=l 33 A :. fl.' S, ci __ • j(J)= (.1) (a Per ACI 105.1 97F/t C l C /5 S5 - ui 1A5 for -Ftexuce FOoTu4 MARK (3zLQ riP ii — :a —EI___.___=. = 1. :: ••-' 1. 19' 4.5CL _j,,. .__)cSL_ '- ••- 61:1. 00 •..r'' = 60. 00 _U:.. •'., 219. 00 - - 219. 00 - I1•_ .'l., . 15.50 ..... 21.5,0 •. - Ibm in 77- I b • ._i I_I -- - - . • -. -., .. • .j U - .• •. - a--. 1FT/TTT 15. fl2 ...:;:4. - S J 0 B NA ME (A .. BY vo ____ ATKINSONJOHNON.& SPURRIER. INC. CONSULTING ENGINEERS S HT._E_OF_____ DATE JOB NO._32O1.I 12O PRfr-tvi' P L :j7 114+ '4,4 ± .t+,o IJa ks 1+09 gAo Vol- 1A AR PLt P-o V'iO u L9fr'P 5 oL-tO MAI 3I4 - 4z. LJ c5. FT, P. ToTL '! is. cl o Flu 575 F+3. i17 .1 L21 d :3000. 00 EU. 00 C: 14iI d( 14 1I 1T JL d. 1! t. 's V31-4. 17.TRNi1IN 'OIL f72t9. fr- E,tic. ITLUO U2 •• 2' A-O. g. -. - • •P41445 3ILL, ,W1A1L Ao p ,-\• I (o4 ul rLL2 çJ • P 114 --e4) -i-rS4 - qz,i ' I14+Z& +IO., + 691, 49 'o •. F ;(75); r MOT 2 40e') 4. - + 2g (3,) a r.LNuL,44t PP.' QV-AM [] N 0 N IL JOB NAME ATKINSON. JOHNSON & SPURRIER. INC. - . CONSULTING ENGINEERS DATE BY _. . . JOB NO.____________ P--) 4q tO C--!5 ew IpJ T - W1O Q. I4o.+ - Vt(7. COL. Ta75. e ,e7-7)2 f224(4 3i 3 r'v4Ac •(siiZ V\ - T( ? •i-•&i. ? " C s 5E42Y WL.t 0 &.4Zo's r ' 1i..Q . • a 'Ci2. fH- 4 . .• 2+AN UL-1. L-OS. toz eA RAQ. aP4. v\QA&NT, .7:.401q) i-) - i;i(.)1 &&, I7 J.t 124 = -;- NOTrn ,75(.27) I•3(• Fl r - q. q 24 T— a- JOB - ATKINSON.JOHNSON & SPIJRRIER. INC. SHT. _ DATE__________ CONSULTING ENGINEERS e v CIO Ni J 0 B NO. Ric7 1ri -f4- I :T ULL 14/k12' I (PL MoM&'JT In JOB ATKINSON. JOHNSON & SPURRIER. INC. SHT.OF CONSULTING ENGINEERS .. JOB No._'2-"LL Fflt4 . . LN tV1 )t I1C) 4H- 1100 V"f' : 3( 07 .2 4-.9 4cc) . . .. . ., 7Te2 'oT jjJ2 ,& AT ( ' I" TwAI2Os OT — o) V1L) 3 110" > ° V . U II PLL. .V E,o)+ .. 4 c? :lu ___ PR2V1O- Tv-S UN2 . — fr . . A . .4 - Ra2f "1ri1Xi2 Ii 2 .•] M 1 II t t. '2'°Lø7 Olt) Ho JOB ATKINSON. JOHNSON & SPURRIER. INC. SHT. F OF DATE _ CONSULTING ENGINEERS By O) ?V' . JOB NO. 2-01. 12'161r-2 P1 tA 1 R7E:. i YF') ,- .:01 (I.') qi tvl (2 107C('4)+ [ Jo -lb]34 -Vfl4) i4o 1IA. 72 r FT o3 7ft . t .11%A jay- VIA 11, ULT, Lot2 Port M, MNT L .71• ,4(ft,) + L7c2<) —. i.€7 '2.)i : 107 . . = -t'*' 7S U.s-i) 95,1 - l•334 -.k . "3 5 3,6S s( max, I.o 4 4• 42. ULT. - -.i4 Thk/ 14, El Top s"ce1 pf Mie M cf.k.. /i I LIJ JOB ATKINSON. JOHNON & SPURRIER. INC. SHT._±OF. DATE______________ CONSULTING ENGINEERS BY r7fr\Iv1 JOB NO. 1-ItJ .2 107r- I I 4, ~ 0 JOB NAME 2Ak'A IN3TL ATKINSON. JOHNSON & SPURRIER. INC. BY CONSULTING ENGINEERS 71 L .-. r-itji' (y7'4vr 7 L. INc t ' . . wtO EM.. . • • 0 0 4, 5) 0 U ~Afr1. A' o- LNS 1 ç 1I2 4AIt1 T AT VWL b(Z- pi • • •0 I (-1 T'1p.t L*L • • - . .1 j. I F L4- Ut') - 1.7 (-MA-) . •r7 • 0 -• (OIL • U ____ • (L)r 10 - (30) 0• -t •TIE H 0 • • . 0 • •• TQP- E'M 0• •• 00 • - •. . OATE_/& -- JOB NO._31-01. I 0 N 0 N JOB NAME ATKINSON. JOHNSON &SPIJRRIER. INC. SHT.1M / DATE CONSULTING ENGINEERS BY . JOB NO._______________ ~ I* I71 LJ It.4T Zo .l2 Mi7LE WE M1&1Z -'Zoo 2 I. );/ ( cl TOP - T . . I ,o - 5 67S ~60 O 2 --- 75 Fa' s ks' '3O(3) o'74 + +2 6,7 ,ao' 4- ,o'Z + 1.72 •'o4 < J 0 N AM E19_J!1.. ATKINSON._JOHNSON & SPURRIER. INC. DATE_)/rô CONSULTING ENGINEERS JOB NO.___________ i 10 I 12-7 15 z S° M3tieQ .. - 4 t.E, I2 ISO - P '2I')2o &Oo 4 i-o" I&Oo v1. .:.: (1 4.4 -'t I.4 '24,91 762 63 6 , 1&si 45 _____ ,°'LL.. 60tJN5 . 3,ol331-,op" I Q. - - AtKINSON JOHNSON a SPURRILR INC SHT JMOF -- -- DATE_4/so CONSULTING ENGINEERS BYH1LJ . S JOB No._ZOL1 ,S. k PF1T ,1M LR La7 o- -02. ?) -2-- II - Vt. La,O aNJJ. 47C'- c*-f-Ii . J1b WEL7 rv\ir LATE.R&L- L4O€7 - S. 5; R 34 I 4' V .S 74 si I Z- • • • 1•,t .I2(I.33) 12.) 12,I 72) e.-iI'- .7 • . • • m 1. .A erop -rail - I A7t7 4'-i-R F fzot1 • oLL 3C 'F PIT PANJtL. • S JOB NAME. JL4LT-. BY PJ - L c T4— :21:: v_-r, _cócQ C 7(Z .NTIR LO QN1 LL -D c TRUSS -re-s rL2 Fi2-,rn& I /DkA Tr-')cs ret- R25 l'-A,4qzO LJJ1 I Ai c't sorr. Pe-r Wfr e- Hop-r7 L.5 0747 S ,109 (.375) + - - - :-- ( : JL, to t' S ,2tB.7) Uc''O J t7&- 7_ 7 5) <4-'? S.. tr• 1c' F.A.c-LA ATKINSON. JOHNSON & SPURRIER, INC. CONSULTING ENGINEERS SHT._IA4OF DATE JOB NO.___________ 4 N 0 N a- TRUSWAL SYSTEMS GENERAL NOTES AS SHOWN ON GENERAL TRUSS DESIGN AND CALCULATIONS General Notes: (Unless otherwise specified for drawing) Installation is entirely the responsibility of the respective contractor. All bracing, temporary, and permanent, to resist lateral forces to be designed and provided by others. Design assumes "dry" condition of use in noncorrosive environment. Design assumes lateral bracing at 3' on center top chord, 12' on center bottom chord. Design assumes full bearing at supports. Shim Or wedge if necessary. Camber truss to L/720 between supports. Adequate drainage Is assumed. 1x3 continous lateral bracing required where shown*. Impact bridging or lateral bracing recommended where shown*. Truwal Connectors + R-5 are of prime quality 20 and 18 ga. ++ galvanized sheet steel and are distinguished as follows: S 1. MODEL 20: Teeth per sq.in...12"x.14" long. Teeth are punched two per hole at .10"x.25" o.c. holes are in line. 2. R-5000: 10 teeth per sq.in. .1Ox.32" long. Teeth are punched two per hole are .25"x.75" o.c. holes are in line. RN-PLATE: Is a special R-5000 connector with every third row of teeth and holes are omitted. POSITIONING: Plates shall be located on both faces of truss and placed so their centerlines coincide with joint centerlines. Unless otherwise noted. 5. LUMBER: Shall be within minimum grade and species as noted. . Douglas Fir may be subsituted where Hem-Fir is specified. *Suffix. "G" Indicates 18ga. . stock used. All others. are 20ga. • .. . • S • • • • S 5 *For basic design values, see I.C.B.O. AR-1607. DIGITS INDICATE PLATE SIZE IN INCHES BELOW (Douglas Fir 58 Hi INI I TOP CHORD BOTTOM CHD. OR STUD GRADE HEM-FIR. 2.3 02 HEM-FIR OR AS NOTED OFF PANEL POINT SPLICE (Ti) - 2)16 R4,0X4.5.T44 TO 36' 8' 2)14 R2.4X4.5,12.S/4 10 35' 1' PANEL POINT SPLICE (1.12) 26 R40X6.0,T56 TO 36' ON 2)14 R4,0)14,5+,TS4TD 35i IN NO SPLICE P1,6)13,0,13/1.3 10 36' 8' P1,6)13,0,531 TO 30' 0' .Q8X30,T3i TO 24' 0' PEAK JOINT DETAIL AN Be 2)16 P4.Oxe.0,T46 36' 8' 2.0 4.0. 4 2)16 P4,0)14,5,554 30' op 2,0 4,00 4 2)14 P4,0)14.5,544 35' 1'2,0 4,0. 4 12 1.5' MIN(SpL) equ~~ 14Z 4 equal Bi PANEL POINT SPLICE (4.12) Pe.8Y6,0,T36 TO 36' 8' P4.4)16.0,154 TO 30' 0' NO SPLICE P2.416.0,T2,5/4 TO 36' Be R?,4K4.5,T2,5/4 10 30' 0' B2 - 00 GENERAL NOTES: lhaa 07,00MB .00.dl 00 F1 1650 Fl 1450 Fl 1200 Fl 836 —' 2. U b.ong. MTE.. ha p.s.. to toMB latore 0,0., lob. dgned ad poodid by OtlIMB. _______________________________________ 3. Oa9, aoo.a. °3'y p.050n 01 1 t0.MBoe ,,.,o,0000, '10,1 31'11fl 30' 4'I 27' 2 4. Dgn atounto, 1,1.00 loa.rq ,t 300 I,. 01000. 2.n 500o 01000 000. to t1720 00tWMBI OEP0,10. BeAPI 38' 0' 32' P 27'I1' 7. Ad,q,,.lo A.ntog, S Plounlod. S Pr loiago-ç harM br.orç ,.p.rad.d oha, .lo.n," to. Lotç ..a 01 plot. p.,00natod., to 0000, SPAN TU 36' 8' SPACED 24,0' O.C. 5.0912 PITCH + 4/3 CONFIGURATION LL+DL ON ROOF a 32.0 PSF DL ON CEILING a 10.0 PSF e TOTAL DESIGN LOAD a 42.0 PSF * * S PSF CEILING REDUCTION TAKEN, - AXIAL STRESS ONLY LOAD DURATION INCREASE a 1.15 MAXIMUM TRUSS MEMBER FORCES REACTIONS 1332 1 1 .2545 B 1 2349. N I -555 N 2 722 1 2 .2188- 0 2 150 . 3 EQUAL PANELS BOTTOM CHORD A SPANTO. "1 DOUG-FIR HEM-FIR P3.2)16.0 10 36' 8' P3.2)16.0 TO 36' 8' R2.417.5 10 341 11' P2 4)17 5 TO 32' 3' P2.4)16,0 10 30' ON P2.4)16.0 TO 27' 9' P2,4)14.5 TO 22' 9' P2.4)14.5 10 21' 0 DOUG-FIR HEM-FIR 146 10 36' 8' T46 70 36' 8' T45 TO 35' 0' 145 10 31'lO' 136 TO 31' 7" 136 TO 24' 9' OFF PANEL POINT SPLICE (02) 12.5/6 TO 26' 6' 12.5/6 TO 24' I', P2.4)16.0,12.5/6 TO 36' 8' T2,5/4 TO IT'll' 12.5/4 TO 16' 4' ymme ca About R2.4x4.5,T.5/4 TO 30 0' Centerline . . . . FILE NO.. - TRUSWAL CONNECTORS I RS.''.t. 01 ps1 qoagty 20 are to pa. I' galounz.d .sre are ore.. ea.qoioo.e u -.: CoflS placaTE au OF PLATE IN INCOlER * 4 4/3 20 (0.0aId by p10*a r): 8 iaMb p. q, Is. .lt..4I hag. TMBI. 0,• ps0,011.d too p. hto. .1.10.25 0.0. HOles a,. 0,100. LUMBER: Shag b.olnsiasuy pad. I sp.os a, had. (0to4n F, etoy DATE: S/31/79 (.roha0.d by p,.O. Ri: IS IMh p. .q.. .lO..3Z ". 1,101 a. paatod too p. haN it .25.75 .0. Ha., MB to ha. ha .habtutad .11MB P1101-F, P1 Ip0'510.) RN-Plot. (nbcglad by pile 0?fl: 1 .p.O.I A-SON ,.,.,ctgr .0, sy 0010001 MadI and hhalolrdt,d. 070.01.-0- orecatu TO pa. used. AN Wen we 20 p. 5-78 11 REP.. DES. BY: CX. BY:POSITIONWO:Awas"bebUW0antahfaces trumand0aced theacamerkmomnDdemth"cortenrWa,urdessoftmaeross.tFor Um design v" *00 I.CBO. P111601 are RRII409, a sugnoe company r 4/3 LUMBER SHALL BE OF MINIMUM GRADE & SPECIE FOR TRUSS SPANS AS NOTED BELOW: (Douglas Fir may be substituted where Hem-Fir is epecIfted) HOED1oNS.SELSTL Stt..STR. DNS. No.1 No. 1 DNS. No. 2 No. 2 No. S Sa..sm. No. 1 No. 2 No. 3 HIP SET TO 31'-8" SIZE rsuG.F1g EYtTTC,,FIR DOUG, FIR MUG,FIR DOUG.FIR DOUG.PIR UG.FIR . HEM-FIR HEM-FIR HEM-FIR HIP #1 SET BACK 8'-0" FROM END WALL SC TOP CHORD ________________________________________________ ________________________________________ HIPS #244 SPACED 21 0"o.c. 2x4 x . x BO1Tt2LI CH _______________________ - WEB MEMBERS 2x4 Standard GRADE HEM-FIR, 2r3 No. 2 HIM-FIR or as noted on design. NOTES: . T . 9?0# 132# AD bracing, temporary and permanent, to resist LOADING DIAGRAM C k. b 296# lateral forces ro /' be designed and provided by others. . LL + DL/Roof = 32 psI . \ j"'=,jD Deslgo assumes lateral bracing at maximum 0. C. Top . DL/Ceiling = 10 pafe e Chord and 12-0 Bottom Chord unless otherwise specified. lx3 Continuous Lateral Bracing as thowfl*. 15% increase in allowable unit stresses used for abort duration loading. 311-0" Clear Span (5 pal ceiling load reduction taken for Hip #1 only) 3,4 6610#T ci Note: Hip #1 only -Two complete trusses required. Join . 696 I. together with 86d nails at 12' o.c. staggered throughout. . =—_.. Hips #2-84 Single member truss as shown S FORCE DIAGRAM . b Hip #4 21 011 4 stu6with D-32 Hip #3 T TypicalTypical . . . S . E Si ' or :32 typical -35 - HIp #2 #244 CD 4 or higher 7 2-1/211 :--. ) 4 . . DLJI-56, T-56 Hip D-512(18ga). T-510 Hip #1 ,, . 34 1/4 510 T-58 Hip #2 - #4 11 L L12 = 15-10 M' - 8-0 1 4 ax 70 Symmetrical Aberut Centerline CAMBER 1/411 File No. 8H - 31 -4 - 42* #144 I TRUS-Lcon"cTons- . . oi pan. qv.s r,lan.d a.., .ant ..a .. dasJ..o.d ruvv. vassnim pww thta ses.s.a san w T R US WA I SYSTEMS MSstZtJanLc..4 by .Sb D) 500, vanS wan p.' m. La. .12" * .0" I,cg. Testa ttt p.d an p., — sl r • .u" .... - an, esanan van p aes.flw.. — .anta l. Date 4/24/72 soiri*ana b ss.an'u, is .. van I wan p., m. Ia. . 5a • .I4 tan. T.an.,. p* an pw b0t I.r • .2$ MM mrs =8 a, VIATZ is 00=12 ANAHEIM Ref: S-15-1 Des. By: JN Ck. Byi]J IItoo aIdb,P*ts*'D') 5S 5550, van a anth p.r . La, .m"* .50 . ?.anan p. suvp.r w o.aea paw.., en s.c.a.o.. Out stan. DETROIT : / ROBERT PRATER ASSOCIATES Consulting Soil. Foundation & Geological Engineers August 17, 1979 . . •' 169-2A, 2912 . . . . Graham International, Inc. . . •' . . 135 West Mission Avenue, Suite 209 '• Escondido, California 92025 . Attention: Mr. Dale A. Frost . Re: Sofl and Foundation Engineering Recommendations . Lot 13 Palomar Airport Business Park - Unit 1 Carlsbad, California Gentlemen: S In accordance with your request we have conducted a supplemental reconnaissance of the site and developed design recommendations for the construction of buildings and pave- ments. The conclusions and recommendations contained herein are based largely on our observations during the initial mass grading operations at the site in 1974. The results of our earthwork observation and testing services in connection with the 1974 grading operations were summarized in a letter report dated October 11, 1974 by Lowney/Kaidveer Associates, our predecessor firm. A geotechnical investigation for the entire Unit 1 por- tion of the business park was also performed by our predecessor firm the results of which were presented in a report dated February 26, 1974. •, • ' SITE CONDITIONS S • '• • . • S Lot 13 is located at the southwest corner of the intersection of Palomar Airport Road ond Yarrow Drive. Most of the site is in cut. However, compacted fill up to about 30 feet deep is present in the southeast 'corner of the lot. The soils' exposed at the subgrade surface consist predominantly of fine grained sands that possess o low potential for expansion. Vegetation consists of a light growth of grass and weeds. • • S RECOMMENDATIONS A. Site Earthwork S S • ' ' • ' " • Some additional fine grading will probably be required for surface drpi:nage and to con-." struct the pads for buildings. Any surface vegetation,, trash and del that may be present 10505 Rosette Street, Son Diego, California 92121 (714) 453-5605 / 63D Alto Vista Drive, Suite 105, Vista, California 92083 (714) 758-9144 August 17, 1979 169-2A, 2912 Page 2 of the time of construction should be removed and disposed of off-site. The exposed soils in all areas to receive structural fill, pavements or building improvements should be scan- fied to a minimum depth of 6 inches, moisture conditioned and compacted to a minimum degree of compaction of 90 percent based upon ASTM Test Designation D1557-70. All fill material should also be compacted to a minimum degree of compaction of 90 percent. The upper 6 inches of subgrade soil in pavement areas should, however, be compacted to a minimum degree of compaction of 95 percent (just prior to placing the pavement base rock layer). Fill material should be spread and compacted in lifts not exceeding 8 inches in uncompacted thickness. All existing on-site soils are suitable for use as fill. Any required imported fill material should be a non-expansive ganular sit with a plasticity index of 12 or less and a minimum R(resistance)-value of 30. In addition, both imported. and existing on-site soils for use as fill should not contain rocks or lumps over 8 inches in greatest dimension with no more than 15 percent larger than 2.5 inches. Any expansive clayey soils that might be encountered in the required excavations at the site should only be reused as fill below a depth of 18 inches below the finish subgrade elevations. . Pipeline trenches should be backfilled with compacted structural fill. Backfill material should be placed in lift thicknesses appropriate to the type of compaction equipment utilized and compacted by mechanical means to a minimum degree of compaction of 90 percent. In pavement areas, that portion of the trench backfill within the pavement section should conform to the material and compaction requirements of the adjacent pave- ment section. Variations in soil conditions are possible and may be encountered during construction. In order to permit correlation between the preliminary soil data and the actual soil conditions encountered dunng construction, and to assure, conformance with the plans and speci- cations as originally contemplated, it is essential that the soil engineer be retained to per- form on-site review during the course of construction. B. Foundations We recommend that proposed buildings be supported on conventional, individual spread . and/or continuous perimeter footings bearing on firm natural soil and/or compacted fill materials. Footings should be founded at least 18 inches below the lowest adjacent fin- ish grade. Footings located adjacent to the tops of slopes should be extended sufficiently deep so as to provide at least 5 feet of horizontal cover between the footing and the slope face at the footing bearing level. At these recommended depths, footings may be designed. for allowable bearing pressures of 2,500 pounds per square foot (psf) for dead loads, 3,500 psf for combined dead and live loads, and 4,700 psf for all loads, including wind or seismic. The footings should, however, have a minimum width of 12 inches. All continuous footings should be reinforced with top and bottom reinforcement to prbvde structural continuity and to permit spanning of local irregularities. Post-construction differential settlements across • the buildings nre expected to be within tolerable lmts for the structures. • August 17, 1979 S 169-2A, 2912 Page 3 C. Slabs-On-Grade Building floor slabs may be supported directly on compacted fill and/or natural soil prepared as recommended previously under "Site Earthwork." Slab reinforcing should be provided in accordance with the anticipated use of and loads on the slabs. As a minimum, however, we recommend that the slabs be reinforced with 6x6-10/10 wire mesh for control of shrinkage cracks. . . . . . In areas such as offices where moisture-sensitive floor coverings are to be utilized and in other areas where floor dampness would be undesirable, we recommend that considera- tion be given to providing an impermeable membrane beneath the slabs. The membrane should be covered with 2 inches of sand to protect it during construction. The sand should be lightly moistened lust prior to placing the concrete. Poorly graded imported sands and/or gravels (such as pea gravel) should not be used in areas where slabs will be subjected to concentrated heavy loads such as would be imposed by loaded forklifts. . . Lateral Loads Lateral load resistance for building foundations may be developed in friction between the base of the foundations and the supporting subgrade. An allowable friction coefficient of 0.35 is recommended for use in design. An additional allowable passive pressure equal to an equivalent fluid weight of 250 pounds per cubic foot acting against the foundations may. be used in design provided the footings are poured neat against undisturbed soil. These al- lowable values are based on a safety factor of 1.5 applied to the ultimate values. Loading Dock Retaining Walls . . . . Any dock high retaining walls must be designed to resist lateral earth pressures from the backfill materials as well as any floor surcharge toads. It is recommended that walls re- strained from movement at the top.be designed for an equivalent fluid pressure of 30 pounds per cubic foot plus an additional uniform lateral pressure of 5H pounds per square foot, where H is the height of backfill above the watt footing in feet. Unrestrained walls may be de- signed for the 30 pounds per cubic foot equivalent fluid pressure only. Wherever walls will be subject to surcharge loads, they should be designed for an additional uniform lateral pres- sure equal to one-half the anticipated surcharge pressure in the case of restrained walk and one-third the anticipated surcharge pressure in the case of unrestrained walls. Pavements S • S •• • S S Based on our general knowledge of the types of existing soil that we anticipate will be exposed at the finish subgrade surface in pavement areas along with our past experience in providing R-value test results for similar soils within the business park, it is our opinion that a design R-value of 30 is appropriate for use at this site. Combing the R-value with selected traffic indices for different pavement loading requirements \~,Or have developed the following recommended pavement sections using Procedure 301-F of the State of Cali- - August 17, 1979 169-2A, 2912 Page 4 fornia, Department of Transportation. The recommended pavement sections contained in Table 1 should provide a pavement life of 20 years with a normal amount of flexible pavement maintenance. •' TABLE 1 - RECOMMENDED* PAVEMENT SECTIONS Pavement Components S Asphalt Aggregate Base : S Concrete Class 2 Total Thickness '• Location '(Inches) : (Inches) (Inches) Automobile Parking Areas 2.0 4.0 6.0 (1.1. = 3.5 for 20-year life) S Traffic Channels and areas subject 3.0 5.5 8.5 to occasional heavy vehicular loads " such as would be imposed by trash ' •• S trucks (1.1. = 5.0 for 20-year life) S Asphalt concrete, Class 2 aggregate base, and preparation of the base rock layer and subgrade should conform to and be placed in accordance with the requirements of the State of California, Department of Transportation, Standard Specifications, January 1978 edition, except that the test method for compaction should be determined by ASTM D1557-70. Preparation of the subgrade and placement of the base material should be performed under the observation of the soil engineer's representative.. If decomposed granite is used in lieu of Class 2 Aggregate Base, the asphalt concrete thicknesses recommended in the preceding table should be increased by 1/2 inch. De- composed granite for use as base material should have a minimum R-value of 73 and a I. minimum sand equivalent of 30. 5 5 5 Our services consist of professional opinions and recommendations mode in accordance with generally, accepted soil and foundation engineering principles and practices. This warranty is in lieu of all other warranties either express or implied. • ' S , S If you have any questions, please call. ' • S -, • • Very truly yours,' • '• S • ROBERT PRATER ASSOCIATES • • S • S • • • S , • • • ' Robert Prater,C.E. 5 •' 5 5 5 S • .. S RP:jsr S. S S S • • S Copies:. Addressee (4) 5 55 S S BUILDING DATA FORM BUILDING ENVELOPE COMPLIANCE Project Title Location CKL56 -1, Project Designer. Form I Documented by Date Checked by Date . SITE DESCSIPTION . Location Code Number (from Table 2 of Appendix 1) S Latitude . . . 2 Degree Days-heating (from Table 2 of Appendix 1) . 3 ° SF, Solar Factor (from Fig. 4.1.17 or Table 2 of Appendix 1) •. 4 AT, ASHRAE design temp - 78° (from Table 2 of Appendix 1) • 5 __________ BLDG DESCRIPTION Occupancy Type Code Number (from Table 1 of Appendix 1) 0S '0 . .. Gross heated floor area, sq. ft. .\• s) Number of floors 8 Ground Floor Perimeter, ft ,i uQ 9 Longest diagonal dimension at ground floor, ft. 10 / S Height ft. 11 '7 Record the derailed materials data on the Materials Data Form Form 2 \ Wall Surface Areas Aopaque wail 12 /0) +C 4 AwIndow 13 Adocr 14 Total A0 Line 12+13+14 15 J350 Heat Transfer Coefficients (see Section 4.1.8). winter Uwaii 16 (heating) UwIndoW 17 1 Udoor 18 summer U 19 0 O (cooling) u 20 i- o Udoor 21 Shading coefficient of glass (from Table 3 of Appendix 1) Sc 22 0-10 . 0 .S Weight of Wall Construction lb/ft2 w 23 - Mass Correction Factor (from Fig 4 116) MCF 24 1 Equivalent Temperature Difference (from Fig 4.1.16). TOeq 25 Roof Surface Areas Aopaqua roof 26 1I Askylight 27 Total Aor (26 + 27) 28 - S % skylights , (27128) 29 Note: If Line 29 is 5% or greater, automatic light-sensitive ' switching systems are required in 'the area lighted by sky- . Iight ' •: ' ' • Enter the difference between line 27 and 5% of line 28, or . S • .'.' zero, whichever is the greater . ' 30 0 S • • • • Enter the sumof line 26 and line 30 • • . • • . 31 JJ } • 235 • . V '3UILDING DATA FORM — BUILDING ENVELOPE COMPLIANCE Page 2 of Form 1 PROJECT TITLE GRA4 tA j)jT6flpATjoP L pzA • Heat Transfer Coefficients (See Section 4.1.8) O winter U 32 Oc roof (heating) -: •• Uskylight 33 summer U 34 O.0S r (cooling) us 35 Shading Coefficient of skylight (from Table 3 of Appendix 1) SCS 36 Mass Coefficient (from Fig. 4.1.16) Mc 37 1 Absorptance (from Fig. 4.1.16) Ac 38 Floor. Floor Area over unheated space . . . A0f 39 U•value for floor . . . Uof 40 - HEATING DESIGN CRITERION . . •" . Standard U0 (from Fig. 4.1.2). . 43 Standard Uor (from Fig. 4.1.3). S 44 0.1-0- Standard U0f (from Fig. 4.1.4) . . 0. 2 . 45 . Maximum allowable U0 (from Fig. 4.1.1) '' 46 .' . t..0cs-6 Qso) 1C)3 -o + 11, 0• 47 Fig. 10, $6 '.oCt. ?5ed ow (from 4.1.7) 0, 0 •. " •, •. 16) ..SD . . Proposed Uor (from Fig. 4.1.10) -8 - o Proposed U0f (from line 40) Il )CS• 49 Proposed U (from Fig 4 11) 50 0 . (/3.so. + fl 0.0s) Line 5O must not ,, exceed Irne 46 Note U0r is calculated from the equation of Fig 4 1 10 for •' '. . :,. ••, . the proposed buildng using the value from line 30 for the area •"• •: •"' . . of skylight, and the value from line 31 for the overall roof . area A0,. ''' COOLING DESIGN CRITERION . . . . Standard OTTWW (from Fig 4 i 1. 15) 51 . Standard OVr (41 x line 44) . . 52 4 ': . '. . . .. •.: S (.j . Standard 01W (from Fig. 4.1.13) . 14,21S-0 II ) .O. 2 (0. I) a."? o')+ (' ili , O. . S Proposed OTTVW (from Fig 4 114) 54 , •0 . l O.OS 111 ec o.-i 1-0 S • • • , , • • •' 0 • Proposed 011Vr(from Fig.4.1.14) 11 ,(.4-4 .1. • . 55 . .' . •.• . , Proposed OTTV (from Fig. 4.1.13) . ' 56 ) • •• 0)+(i c , j; - Line 56 must not • . 0 • • . . ••. . •-0 r exceed line 53 . S • • • ' • . Note: 0 TTVr for the proposed building is calculated from • ' the equation of Fig. 4.1. 14 using the value from line 27 for the • • area of skylights, and the value from line 28 for the overall roof, •• ' 'area A0 ' " . • • • S • S -,,:236 • MATERIALS DATA FORM Form 2 .. BUILDING ENVELOPE COMPLIANCE 0 Protect Title G 44A#4 It.! TCRN4T 0 N 'L fLCZA Documented by Location A I( L S (3 A Data Project Designer 1' V I /l L Checked by • Data :. Wall . . :.' Wall Type 1 S : : Weight of wall construction, lb/ft2 (see Sec. 4.1.8) :. : : :5 Heat-Transfer Coefficient (see Sec. 4. 1.8) U1 2 ' . Surface Areas (attach sheets to document any additional Orientation 3 compass orientations) Area 4 : S •• S Orientation 5 S. E. Area 6 Orientation 7 A! E Area 8 a9 76 Orientation 9 5 Area 10 °I Wall Type 2 Weight of wall construction, lb/ft2 W2 11 'Heat Transfer Coefficient : Li2 12 Surface Areas (Attach sheets to document any additional: Orientation 13 câmpass orientations) Area 14 Orientation 15 Area 16 .: •.. . .. : . . . .. . 'S ' . . . Orientation 17 Area 18 Orientation 19 Area 20 Walt Type 3 Weight of wall construction lb/ft2 W3 21 Heat Transfer Coefficient U3 22 Surface Areas (Attach sheets to document any additional Orientation 23 compass orientations) Area 24 Orientation 25 .'..• •• .•; •'' Area 26 ',• '. : : '.- •'• . . . . . S. Orientation 27 Area 28 Orientation 29 Area 30 7. rfl -p - 237 •••. . S . MATERIALS DATA FORM - BUILDING ENVELOPE COMPLIANCE Page 2 of Form 2 : PROJECTTITLE G/HAN 11/,4T -0 /IAL e4214 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 0 . Orientation 35 Area 36 S . Orientation 37 . • Area 38 • . Orientation 30 Area 40 ...: '. .• . : Glass Type 1 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) 41 0. -) 0 Heat Transfer Coefficient (from mfrs. data) 42 I - 0 Surface Areas (Attach sheets to document any additional Orientation 43 P1. . . compass orientations) . . . . Area 44 •• . . . . . . . Orientation 45 S - S...... •• : S . . . Area 46 •SI1 S • ,. . . . . . . Orientation 47 N. E. Area 48 Orientation 49 S-u- Area 50 0 Glass Type 2 Shading coefficient (from Table 3 of Appendix 1 or mfrs data) 51 0 Heat Transfer Coefficient (from mfrs data) 62 1 Surface Areas (Attach sheets to document any additional Orientation 53 N ' Compass orientations) Arm 54 ••7 _ Q Orientation 55 Area 56 Orientation 57 N Area 58 . 5 . • . Orientation 59 5- Area 60 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) Area 64 Orientation 65 Area 66 Orientation 67 Area 68 Orientation 69 Area7O 238 ., 5 MATERIALS DATA FORM BUILDING ENVELOPE COMPLIANCE . . . Page 3 of Form 2 PROJECT TITLE G tM (1 /tJT6I'tJATioi'J IlL pi-,17zA 0 Glass Type 4 . . '. . Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) 71 .: % Heat Transfer .CoA1icient (from mfrs. data) 72 • . : • . Surface Areas (Attach sheets to document any additional Oriontion 73 compass orientations). . • •. . Arca 74 :'. . .. . . . . . . . •• . . . . . . Orientation 75 Area 76 Orientation 77 Area 78 Orientatlor 79 Area 80 Roof Roof Type 1 Weight of roof construction lb/ft2 (see Section 4 1 8) 81 ñ Heat Transfer Coefficient (see Section 4 1.8) 82 0 0 S Surface Area (Attach sheets to document any additional roof. types) 83 II ) S . Skylight Area 84 Skylight Shading Coefficient (from Table 3 of Appendix 1) 85 Skylight Heat Transfer Coefficient (U value) 86 Floor. Floor Type 1 (floors over non air conditioned spaces only) Weight of floor construction lb/ft2 (see Section 4 1 8) 0 Heat Transfer Coefficient (see Section 4 1 8) 88 Surface Area (attach sheets to document any additional floor types) 89 J Doors Surface Ara 90 - Heat Transfer Coefficient (U value, see Table 4 of Appendix 1) 91 :239 HEAT TRANSFER COEFFICIENT Form 3 PROPOSED CONSTRUCTION ASSEMBLY. •0 A 0 List of Construction Components R - 3 R 11 ii1 LIJO j - 0 4 0 9 & _ Inside Surface Au Film O 0 C •• 0 •• 0 coolng 0 0' heating 00 0 ' Sketch of Construction Assembly 0 :0 0 0 Outside Surface At Film 0. WEIGHT:. Ib'ft2 0 cooling Check one: ' Total Resistance R. 13 • 000 - I 0 0 : 0 Cooling '.' heating Wall ,___ .• 0 Roof U.Value (l/R 0 0 0. 0 • 0 •• - 0 • • coling • 0 heating • Floor . . 0 • ~FAT TRANSFER COEFFICIENT.S For-rn 3 PROPOSED CONSTRUCTION ASSEMBLY . S S . List of Constn.jctonCompononts R 1_is H/KL('PL z 3 "ZouoLiTE )jJSL,97/AJC COJCR.TE QL OA , !I1ccoflLdcA.7ebMGTI4L & _ Inside Surface Air Film cooing heating Sketch of Construction Assembly Outside Surface Air Film WEIGHT lb/ft2 coosn9 heating Check one Total Resistance - coolug heating • Wall - • • . . • . . :.: ................:: Roof L. L1.Valua (l/R 0 0 5 0 a cooling heating . Floor . . . . • ... . 5. 5 5 0 ot.OLI1 oOf G0,J57 1ZvCT/o)4 ouCT3 Dn)) Q L.'ES FfZo14 S futL,cN6b Ll1&i'1T°(E :. a_Sb ._.._. S • ...............m.__.__._S 0 •• •,• . • .. .': . S • 'DOCUMENTATION FORM HVAC SYSTEMS COMPLIANCE- (Complete for each system) Form 4 (Rev. .1 5178) - Project Title C 6 4 HI M 1tfli.sN S4TI°JA L PL4Z.A Documented by___________ Location CA f (S b,4 b. Data Project Designer I• ' 0 1.. - •Chocked by_________ • Date____________ • DESIGN CONOITIONS . - Building occupancy type (Table 1 of Appendix I) .........0S 4 . . . . Project Latitude (Table 2 of Appendix I) ............... . . Heating Degree Days (Table 2 of Appendix I) ............2 0 HEATING LOAD DOCUMENTATION (Attach calculations) . Outdoor Design Temperature, Winter .................40 Indoor Design Temperature ........................ Outdoor Air... ., .............___________ CFM. • . ••.• :. Heat Loss From Outdoor Air ....................... Btu/r. Temperature of adjacent unheated spaces - Transmission Heating Losses 211)'9 8tu/}-lr. . .. Infiltration Air ................................ ................ CM .:O Heat çoss From Infiltration Ventilation Air ....................... ............ .Ii-So CFM : •.: Heat Loss From Ventilation ...........................3 3tulHr. Outdoor Air for Special Processes CFM Heat Loss From Process Air ........... .............. Other Heat Losses (describe) 8uiHr. Total Heat Losses 0 Btulk4r. COOLING LOAD DOCUMENTATION (Attach calculations) - Outdoar Design Temperature, summer, dry bulb Outdoor Design Temperature summer, wet bulb Indoor Design Temperature, summer, dry bulb ?( OF Indoor Design Temperature, summer, wet bulb '3 OF Transmission Heat Gain 6 0. 41 Infiltration Air -' CM . . Heat Gain From Infiltration ........................ Stu/Hr. Outdoor Air for Special Processes - CFM Heat Gain for Process Air ............................ Stu/He. Solar Heat Gain Through Windows, etc................... 3Stu/Hr. . Heat Gain From L14 t4 Equipment, People, et .........oO Btu/Hr. Heat Gain From Other Sources 1/C )0 0 0 8u/Hr S Outdoor Air: . . . S... . . . .. Fixed Minimum Type System CM Per Person (Not to Exceed Tabulated Minimum Ventilation Rates).. CFM/Person Heat Gain From Outdoor Air ._qso Stu/)r. . I-. •• . . . . . I Page 2of9rrn4 COOLING LOAD DOCUMENTATION (Continued) C System Utilizing Outside Air For Cooling CFM Per Person (Not to Exceed 33% of Tabulated Recommended Ventilation Rates) . CFM/Pern Heat Gaiit From Outdoor Air .................—T Btu/Hr. : Total Cooling Load ................................. ° TEMPERATURE CONTROL. S : 0 Attath manufacturer's data or other, give specification or drawing reference which shows in detail the following information: S REFERENCE (page or sheet No.) .e capability to sequence heating and cooling..................................... R .4 o temperature control device set point limits ........................... temperature set point range between full heating and full cooling .....................•t c setback and shutoff controls ............................................... • capabilityto terminate heating at 70°F and cooling at 78°F .......................___________ Indicate drawing or specification reference where the temperature control device requirements given below are documented. An automatic temperature control device shall be provided for: each separate HVAC system ...............................................Z-'c7. fV V 'each zone ............................ .............................. SIMULTANEOUS HEATING AND COOLING 0 0 The following requirements apply to the use of new energy and need not be complied with when recovered energy is used to control temperature. : In each caw, when resetting hot and cold deck temperatures, one representative zone may be chosen to represent no more 0 than ten zones with similar heating or cooling requirements. 0 0 0 Concurrent operation of independent heating and cooling systems serving common spaces must provide either or both of the 0 0 controls given below. List reference specification page or drawing number where control requirements can be verified. 0 0 0 0 0 : REFERENCE 0 0 0000 '. • Sequential temperature control of heating and cooling systems ...................... N /1 0 • 0 Automatic reset of heating temperature, to limit energy input only to that •0 0 0 level to offset heat loss due to transmission and infiltration 0 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 0 0 •• • • 0 • •o 0 0 0 0 When serving multiple zones, controls must automatically reset the cold air • : 0 • • . supply to the highest temperature level of the zone requiring the most cooling........... .IA 1.. . Single zone reheat systems shall be controlled to sequence heating and cooling PQ3oForm4 (" Dual-duct or multizone systems — give reference specifications page or drawing number which will show compliance with the following: S S S S REFERENCE Hot deck temperature - must be automatically reset to the lowest N temperature necessary to satisfy the zone requiring-the most heating.,......... S ..........S o Cold deck temperature - must be automatically reset to the highest temperature necessary to satisfy the zone requiring the most cooling......................../ Recàoling syste'ms - 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. (T' 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. : S -.: ""• S 5 Constant volume reheat system — when serving both interior and exterior zones — separate cooling coils are required if the Pa 4 of Form 4 DUAL DUCT AND MULTIZONESYSTEMS 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, tte air leakage for dampers utilized fot 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 H/A 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 is claimed. REFERENCE li/4 Electric Resistance Heating Systems These systems shall not be used unless the total installed electric resistance heat does S. not exceed 10% (ten percent) of the annual heating energy requirement or a life cycle cost analysis, Form 8 (seSection 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 REFERENCE MECHANICAL AND GRAVITY VENTILATION Mechanical ventilation — Dampers' which are automatically interlocked and closed on far shutdown are required. REFERENCE 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 POWER CONSUMPTION IN FANS REFERENCE Constant volume system Total Supply Air Quantity ., ..............................................' q° CFM Total Pressure of Supply Fan ............................................. .Inch es Water Total Supply Air Quantity Adjusted for Process Loads ........... ................. .— CFM Total Gross Floor Area. .........................................• • ..............3// 2- s. Ft. Net Fan Performance Index (FPI) ............... ....... . .. .. . ................. Variable volume system • • • ' / ' Total Supply Air Quantity at Maximum Flow........., .................... Total Pressure of Supply Fan at Maximum Flow .................................."/// Inches Water .Total Gross Floor Area ..... ............. ................... ................sg. Ft. Fan Performance Index at Maximum Flow (FPIm)................................. .'" CFM ' Variable Volume Adjustment Constant .......................................... Adjusted Fan Performance Index, FPIa..........,...°.........,............ Page 6of Form 4 a. 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 Protect Title ___________________ ) 2RJ Documented by Location ____- Date Project Designer _____________________________ Checked by Date Room Room RCR Task Areas Note Sq. Ft. No. Sq. Ft. Total Watts Allotted Design M,. ,. . Ann[- /0cc. 0cc. /Task Se. Ft. ISa. Ft. Watts Watts i 1 i ri; r;1 1435014, o 111, 4ot I -- 1cl /A 1'oI qI/A I AIA '/lo ., o 1150 1 1 1.01 is + A '1 00 c I 6o 1 10 /A 100 I - I i - - P T . - . age otal , / DOCUMENTATION FORM — LIGHTINq CO LANCE PROJECT TITLE Room Room RCR Task Areas Note Sq. Ft. No. Sq. Ft. Total Watts At1o:eci Dc;n \._ No. So. Ft. A)QI. /0cc. 0cc. /Task S. Ft. /Sq. Ft Wazs Mus z i o " ,2i 4_o oo __ 3610 I F 1 000 of 1219 4e Lo 57AI N/A . 1 1 0 T 5-3 O Io 7 7S 5 'ig _ IoIL1,)A,.. I I __ lo o • {i 1' 1 *Po 7 e2 yur-:-4 65O _-L_p I A7 Paa Total i)5/,Z 6, Sco 0I Build ing Total _______ DOCUMENTATION FORM - LIGHTING CO ANCE PROJECTTITLE RA-PA 67 RJ1 RJA-TToAL. .5 . .. Room Room RCR Task Areas Note Sq. Ft. No. Sq. Ft. Total Watts Allotted Dsn \.... No. So. Ft. AooL /0cc. 0cc. /Task Sq. Ft. /Sq. Ft. Watts 3\ 1400 c fO -2-4-J --;-- 1;oo4o co lo eoTio o i' 1 kt' ;7 /4 too /A 1% lo T~e~e,zu~.- ~A ioo 'i 4 ._1a 20 __ __ __ ______ i.. __ I ___ ___ .. . . . . P2(9P%17 L/A)/ovT— 4 I Paso Total ' ''2 2tg PIA. I Building Tota 3,'SI0 oSo N_ DOCUMENTATION FORM & Form 6 HVAC EQUIPMENT COMPLIANCE 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 OPERATED COOLING Standard rating capacity. Btu/hr SYSTEM EQUIPMENT Minimum EER (COP) '• Reference ta I ABSORPTION WATER CHIL.LING Heat source (check one) COOLING SYSTEM EQUIPMENT Direct fired (gas-oil) Indirect fired (steam-hot water) Minimum EER (COP) Reference COMBUSTION HEATING EQUIPMENT • ••. Minimum combustion efficiency at (Oil and gas-fired comfort • : maximum rated output heating equipment— • Reference ELECTRICALLY OPERATED HEATING . • Minimum EER (COP) HEAT PUMPS • Reference Supplementary Heater Control • Reference 1 ELECTRICAL RESISTANCE SPACE • •. REFERENCE FOR FULL-LOAD ENERGY HEATINGEQUIPMENT INPUT AND OUTPUT MITCHILL A \f\/ AND /...\SSOCIAT( 01 4 00, h A V INUI .,j i f I u,,s ••*•• JOB NAME /jj •• JOB # __SHEET OF._ BY I./iOA. DATE CHKD ____________________DATE O1MG LO AD foof: ,& 90 LL:. 0 .0 3'), GASoo a0. o 0 j 7 q 0 Cb L io o. a ) :jo ATUIA o.3: zo,r3o. . 37o sw 114 4 : j3 Io 1 SE J30 6 r/ + S. LICHT5:9 ) // w/ 3•I '000 fEo PLC V30. , 'oo 87' oo C4'W (39./P) Z 54 7°'Th - 9 1 .310. £TL) 0 y7L 0:40 7V 4L Zso 1YT AA A AND A CI?Th1!tv lo JOB NAME JOB 57 P. 0 SHEET OF_ —DATE BY I•II *VNU* - - bISO CASaOUI •,.i CHKD DATE - us,s "A.' 7 I /1IS7 6 17 6. Tl) '3O 6,rL ° tT CLs 'O O) .)O °AT - 0. . 11.S'o , 'C 'T 3 7o7'4L &TL ,1 / COMMERCIAL ~` MIS :ir =n V.- •V •V V'.V •V - WJflL r0n UL,L3:U V-Wu\UH TABLE 15-1 Healing and Cooling Efficiency MODEL NOMINAL CFM ARI STANDARD RATINGS COOLING HEATING CAP KW LEA STANDARD( 47 F) 1 APPLICATION (17 F) CAP KW COP CAP KW. COP SPCA 850 SPCB 875 SPCA O d 2000 3000 4000 58 8g 115 7.6 11.2 15.1 7.6 7.9 7.6 61 92 118 6.4 10.4 13.3 2.8 2.6 2.6 33 55 57 5.4 8.0 10.4 12.8 15.1 1.8 2.0 1.6 1.9 2.1 SPUB Ct2 500.0 150 17T 85 54 16.1 2.8 83 L 108 SPCB C15 6000 175 21.8 8.0 1 183 19.9 2.7 NOTES: I. Efficiency data is at API Standard rating conditions. Standard 240 applies 105.7.5 and 10-ton models. Standard 340 applies to 12.5 and 15-ton Units. All capacities are net and include the effect of indoor Ian heat. 8tuh LEA - Energy Efficiency Ratio Unit Wattage Btuh Outpui or Blum Output COP - Coefficient of Performance Btuh Input 3.413 x Unit Wattage TABLE 15-2 Electric Healer Temperature Rise Correction Factors % Variation Nominal from Nominal CFM -20 -15 -10 -5 0 5 #10 .15 2O Temperature Rise Multiplier 1.25 1.17 1.11 1.05 1.00 0.95 0.91 0.87 0.83 TABLE 15-3 Air Temperature Rise Across Electric Heaters SPCA 850 SPCB 875 SPCA C10 SPCB C12 SPCB C15 KW STAGES (2000 CFM) (3000 CFM) (4000 CFM) (5000CFM) (6000 CFM) 10 1 15.7 - - - - 17.3 1 27.2 - - - - 30.8 2 48.6 - - - - 34.6 2 54.4 - - - - 35.2 2 55.6 - I - - - tO 1 - 10.5 - - - 20 2 - 21.1 - - - 30 2 - 31.8 - - - 40 2 - 42.1 - - - 18 1 - - 14.2 - 36 2 - - 26.4 - - 54 2 - 42.7 - - 20 . 1 - - - 12.6 - 40 2 - - - 25.2 - 60 2 -- - - 37.8 - 20 .1 - - - - 10.5 40 2 - - - - 21.0 60 2 - - - - 31.5 80 2 - - - - 42.0 NOTES: Data given for nominal voltages (240 or 480) and nominal cim only. For other than nominal cim or voltage, multiply above temperature rise by appropriate correction factors found in Tables t5-2 and 15.4. Example: For temperature rise of 40 kw electric heater in 12'/x ton at 208 volts and 151/6 below nominal air: Temperature rise = (25.2) (.75) (1.17) = 22.1 F TABLE 15-4 Electric Heater Voltage Correction Factors NOMINAL DISTRIBUTION CAPACITY VOLTAGE VOLTAGE MULTIPLIER 208 0.75 240 220 0.84 240 1.00 - 440 0.84 480 460 0.92 480 1.00 460 0.64 575 518 0.81 57 . 1.00 15 TAG ROOFTOP PACKAGED AIR CONDITIONER SACB QS/S-4 ELECTRIC/ELECTRIC /Aff 121/2 Tons DATE NOVEMBER, 1979 114711 - SACS C12 SUPERSEDES AIR CONOtI/ON/NO MODEL VOLTAGE SP PKG-29 0 SACS C126 208-230/66/3 0 SACS C124 460/60/3 SUBMITTAL/SELECTION 0 SACS C125 575/60/3 4.3 FILTER COMPRESSOR/SUPPLY F3 3'•SV7" ACCESS FAN ACCESS PANEL PANEL CONTROL BOX ACCESS PANEL ECONOMIZER LIFTING LUG 4% 1 DRAIN FRESH AIR 0 PER 5W, 114-0-0., CONNECTIONS ELECTRICAL 6-6W --k':. . 01.6.. 1(0. CONNECTIONS I II 3W E 4.1 ~I MINIMUM CLEARANCE - ROOF '. 3' CURB r-o%" RETURN OPENING NAILING STRIP ROOF OPENING 6* SUPPLY OPENING OUTSli)E EDGE OUTSIDE EDGE OF UNIT Z-8W ô'L : _ FIELD WIRING I8YOTHERS) 4*-11414 •; : CONCENTRIC / .• THERMOSTAT L - - - -------- ROOFTOP DUCT \,'\\ 7 /,f CONCENTRIC L UNIT •, :, \\\ //7. DIFFUSER S S I A OH2C auto changeover 4 wires 11C manual changeover.4 wires 55 0 5 • 5 1 R12 manual changeover -4 wires WEIGHTS: S 2H12C manual/auto changeover -6 wires Operating: 1,534 • • S • • • B-3 power wires Shipping: 1,714 •. 5 -• 5 5 All wunri, except power wires. ia low voltage. S S •• ' S • '• -• NOTE., • • • • Mcu3mer suppliedwking to becopper only and must conform to NEC and bcal electrical codes. THE TRANE COMPAØV 1919 WIrIng shown sotted Is to be twnlshed and supplied Dy ojstomer. 43513878 'Ir General Data Net Capacity at ARt Conditions (MEn) 150 Unit Capacity Slops Percent No. of Ruttruujurant Circuits 2 Minimum 0utaoor Air Temp. tot Much. Cooling 40 F Evaporalot Coil Size 57 x 32 Hooting Capacity (kw) 20, 40. 60 Evaporator Fan Once rpm Range 550-780 Evaporator Fan Once AIItIOW (clm) 4.000-6.000 Filter No. and Size 6-1 a 18 a 20 ARt Sound Rating Per Spec 270 22 Total System Kw ' EER t8.2 8.2 Other Items NOTE: Capacity and etlictency data is at ARt Standard 210 rating conditions. Gross Coolino Caoacitv at Nominal Clm Ambient Temperature as I L............... ios 115 Entering Wet Bulb (F) Entering1 61 67 73 61 67. 73 6; 67 73 61 67 73 Dry Bulb Model (F) MBh SHR MElt SHR MBh SHR MBh SHR M8h SHR MBh SHR MBh I'SHR MEN SHR MEN SHA MEN SHR MOn SHR MON StIR SACS Cl2 5,000 Ctrn 75 80 85 90 148 152 160 171 85 100 100 tOO 183 183 183 184 35 48 61 75 164 165 168 112 58 72 86 97 140 144 153 162 87 100 100 100 173 173 uS 174 - 35 49 63 77 155 155 158 163 SO 75 89 99 137 146 1 156 13219016435 100 100 Ii!. 164 164 165 50 65 79 14580 146 150 156 77 91 100 123 130 138 147 92 100 100 100 152 152 153 155 35 51 87 82 137 141 148jtoo T162 79 94 NOTE: Capacities shown are gross and do not consider evaporator tan heat. To obtain net cooling capacities euburaut evaporator tan heat. (See evaporator fan performance, note 3). Cooling Capacity Correction Factors ----.--.------.--. - .- -1 -- -- NOTE: Apply above (actors to cooling capacity torcfm other than standard. Auxiliary Electric Heat Caoacitv Stage I Stage 2 Total Temperature Heat Heat Heal Control Kw Output . Output Kw Output Rise Kw Stages Input )M8h) Input (MEN) Input (ML3h) at 5.000. Cim 20 1 20.0 68.1 - - 20.0 68.1 12.8 40 2 20.0 68.1 20.0 68.1 40.0 136.2 25.2 60 2 20.0 68.1 40.0 136.2 60.0 204.3 37.8 NOTE: Kw and MEN based on distribution voltages 0(240,460 and 575. For other than nominal voltages or clm, apply appropriate correction factors found in Electric Heater Voltage and Electric Heater Temperature Ruse Correction Factor Tables. Electric Heater Voltage Correction Factors Electric Heater Temperature Rise Correction Factors Percent variation irom Nominal -10 +10 +20 Total Gross Capacity Multiplier 0.96 0.98 1.02 1.03 Sensible Capacity Muliliplier 0.91 0.95 1.04 1.08 Nominal Voltage - Distribution Voltage Capacity Multiplier 208 0.75 740 230 . 0.92 240 ' 1.00 440 . 0.84 480 460 . . 0.92 480 1.00 460 0.64 518 0.81 575 . . . 1.00 Hot Waler Coil Caoaciliaa itClm Variation From Nominal -20 -10 -10 + flo Temperature Rise Multiplier 1.25 1.11 0.91 0. Steam Call Caoacltv I I I 15 Lb Steam 25 Lb Steam I - Ent. Lvg. I Lvg. r LModel Ctm J Temp. Temp. Of MON Temp. Of L MEN SACS 40 1 110 f 377 124 [ 458 - 80 135 297 149 377 LC125 ' 000 NOTE: To obtain leaving air temperatures at entering temperatures other than those shown, linear interpolation may be used. Water Entering Water Temperature - 190 - j. 200F I 210F - - . Water Temperature Drop 10 I 20F 30F Ent. I lOP 20F I 30F I toP I 20F I 30F Model SACS Ctm 5.000f Temp. 40 . ......-. 10 GP[1BN 48.6 ..) 35_J GPM MEn GPM MElt GPM MBh GPM MEN GPM MBh GPM MElt GPM MEN [GPM j MEN I 243 .__ 178 E21.2 212 12. 181 4....4_ E54.2 271 23.6 236 1T1 200 I 57.8 I 289 I 25.5 255 118 [T1T 9.5 221 - 143 ii 140 7.1 107 38.4 I 192 16 160 I 8.4 126 47.8 214 I 17.8 NOTES: 1. To obtain MElt at entering temperatures other than fho.e shown, linear interpolation may be used. . 2.1- MBN(cims 1.085) . . . - . . . . . - 2 - . ,• . TAG:...... - .N) /iYzflE CON AIR D/T/04'/NC SUBMITTAL/SELECTION ROOFTOP PACKAGED MR CONDITIONER ELECTRIC/ELECTRIC 10 Tons SAC8C1O MODEL VOLTAGE O SACS ClOG 200-230/60/3 SACS C104 460/60/3 O SACS C105 575/60/3 SACB QS/S-3 DATE NOVEMBER, 1979,' SUPERSEDES SP PKG-29 I IkJ TIr..." 3%L- 1•.1 / z1 2Vs I r ROOF CUR8 WEIGHTS: Operating: 1,262 Shipping: 1,412 THE TRA-tE COMPAt4'', 1919 43642764 FILTER COMPRESSOR/,SuPPLY ACCESS FAN ACCESS PANEL PANEL CONTROL BOX \ ACCESS PANEL ' 4I3/, DMN. I ELECTRICAL nll~lvi 0.O. ..8A. 62W CONNECTION I : •' 0 00000 - RETURN OPENING C4NANG OPENING lo~ <TYPIC SUPPLY OPENING •• '. ousi000 '\,,OF ROOF CURa /Z-11¼0 zi'••. T<\ >"N '•0 opaning sizes H:. FIELD WIRING [THERMOSTAT CONCENTRIC OIFFUSR A. OHI2C auto thangoovor.4 wires 1HI1C manual cAanQ,)ovo(. 4 wroa '• • 'H/2C manaJ canQe0v0( .4 werea 2C manuaVaulo cAanQaovw( P 6 wires B•3 power ma - •. •. All wering. estcupk power was. Is low voaaga. •.:- •: NOTE.,, .- - :AU cuslamer supplied wing to be copper only and must GOnloem to NEC ar4 .Iaeical cod. • - 0 Wetwig ihown dollad is to be IurnWmd and InsWed by customee. ...l'•2W --r Izz 2 /Aj General Data - Not Capacity at Alit Con,Jutions (MQh) 120 Unit Capacity Slot's Percent 100I50101I NO. 04 flot',gorant Circuits 2 Minimum Outdoor Air temp. for Mach. Cooling 30 F Evaporator Coil Size 54%', e28 Hooting Capacity 3Kw) -18.36,54 Evaporator Fan Onto Rpm Range 800-3,300 Evaporator Fan Drive *1110w (dm) 3.200-4,800 Fittor No. and Size 6.1 a 15e20 ARt Sound Rating Per Spec 270 2; Total Syatom Kw, 5 16 EER 8.0 Other Items NOTE: Capacity and etiltoency, data 'at ARt Standard 210 rating cenditiana. Goss Coolina Caoacitv at Nominal Cim Ambient Tompurature 85 95 J - - - 105 Entering Wot Bulb (F) Entering 61 67 73 61 67 73 63 67 73 61 67 73 Dry sub MOn' Model (F) Men SHR M8t3 [SHR M0NjSHR Man SHR MOn SHR MON SHR Man SHR M8rt StIR MOJI SHR MON SHR StIR MISM SHR SACS 75 338 85 131 57 t46'r 112 124 58 138 35 lOS 119 116 60 131 35 90(,2 110 63 322 35 CIO 80 120 98 131 72 145 48 115 100 324 74 138 49 109 100 117 76 131 49 104 100 Ill 78 123 53 at 85 328 100 136 86 1451 61 322 100 126 89 138 63 117 100 120 91 131 64 131 100 112 94 123 66 4000 dm 90 135 100 136 98 146 74 129 100 130 99 340 76 124 100 124 100 132 79 318 160 118 160 124 82 NOTE: Capacities Shown are gross and do not consider evaporator fan heal. To obtain net cooling capsCttia. lubtlec$ .vaponaw fun heal. (See evaporator fan performance, note 3). Cooling Capacity Correction Factor. PO(cent Vaniition from Nominal J -20 •30 +10 +20 :- Ibotat Gross Capacity Multiplier 0.96 0.98 3.02 , 1.03 nsie Capacity Multiplier 0.91 0.95 1.04 3.08__ , NOTE: Apply above ladtors to cooling capacity, for clm other than standard. . Auxiliary Electric Heat Capacity Control . . Id I 136 .2 54 Stage I ' Stage 2 Total -- - I-foal Heat ' Heat , - Temperature 33w . Output Kw Output 33w Output P.joa L'°.. Stages Input (Man) Input,. _(Man) 'Input (Mall) m ) at 4.000 CI - 18.0 61.4 , - ' 380 61.4 14.2 18.0 ' .61.4 18.0 61.4 36.0 122.8 28.4 2 38.0 61.4 36.0 122.8 54.0 384.2 42.7 NOTE: 33w and MOn based on distribution voltages 04240, 4110 and 516, For OtheO than nominal voltages or CIm. apply appropriate correction Jactor. found in Electric Heater Voltage and Electi,c Heater Temperature Rise Correction Factor Tables. Electric Heater Vol(aaa Correction Factors Nominal Oistnbutibn ' Capacity Voltage Voltage ' Multiplier 208 . ' . ' 075 240 ' . 230 :. ' , 0.92 240 ' -, 1.00 440 ' 0.64 480 ' ' , 460 . '- 0.92 480'' , 3.00 - 460 -', ' , 0.64 575 ' 518 ' " 0.81 576,''' ' ' ' 1.00 Hot Water Coil Caacilios Electric Hoator Tomperaturo_Rise Correction Factors Percent dIm Variation From Nominal •20 1 -30 1 -10 J 20 LTemperatume Rise Multiplier 1.25 li.ii J o.,j 0.83 Stoam Coil Capacity L_15 t..11 Steam _25 Lb Steam I Ent. Air Lvg. Air Lvg. Air L±ce1 Cim Temp. . Temp. Of MON Temp. 03 MOlt 40 115 3.25 331 394 SACS 4.000 - I L_C10 80 139 255 155 , 325 NOTE: To obtain leaving air temperatures at entering tampqraeasotner than those shown, linear interpolation may be used. Entering Water Tumpurturu . 190E- 200F 210F WeteE Tomporutur. Drop Water 10 20 L 30 F ..._L_1OF 20 30F 10F 20F 30F - 1 ' Model Ctm Temp. Gl' MOn Ge M GPM'FM8 GPM MON GPM MON GPM MBN GPM MON GPM MON GPMN SAC8 40 43.2 Ll6 __18 .a 1_155 _46.8 ['23420.2 _202 _11.3CIO 4.00080 29.8 [49 12 .8 102 33.4 167 k13.7 137 , 7.1 106 36.8 184 15.3 . -a 8.3 'f24 NOTES: . 1. To obtain MOn at entering temperatures eUler than those shown, Jinew Interpolati0fl may to used. 2.5;- M8N(drn z 1.066) .........."-'- .-.--'., 'I BUILDING DATA FORM BUILDING SERVICE WATER HEATING COMPLIANCE (Refer ta thaptor 4.4 of the Energy Consarvation Design Manual) Fomi.7 (Rev. I 5fl8) F.. PROJECT TITLE (' 7A"Ar /A/AJ,'-/pA/4L Documented By Date____________ Lotion CA. / 5 I3Z4 /7 C4 L Checked By Project Designer Al-B( A Ce:) ."/ Date_________ SERVICE WArER HEATING S SYSTEM QESR1PTtON . . Energy Source Type — Record 1 if gas, 2if electric, 3if oil, 4ifother .........................1 Occupants (Use Table 1 of Appendix 1)..................2 5'' Sq.tJ0ccu.ant . . . . Number of Occupants in Perimeter Zone .........Weekdays 3 (_0 Weekends and Holidays 4 Number of Occupants in Core Zone ............Weekdays 5 .3 Weekends and Holidays 6 0 hm .... •••• :. Occupancy (hours of use per day) .............. Weekdays 7 _________ Weekends and Holidays 8 NW Demand 0 Total Number of Occupants (Una 3 + Una 5) 9 / HW Demand Per Person, gal/day (From Table 1 of Appendix 5). 10 /5_.galldaV Total NW Demand for personal uses, gal/day (Line 9 x Line 10) 11 7C' ai/dav Xd Az Equipment NW Demand (attach description List) Total NW Demand for equipment requiring 140°F NW (e.g.. dishwashing and laundry equipment) 12 çaiIay NIA Special equipment requirements (attach description list) 13 __________Gaildav 14 '\//4 or.. 15 Al/A gailaav 16 A74 ° Water Supply T-emperatre (from loccL utiLity) 17 0 T for Personal NW Demand (Avg. 110°F— Line 17) ....... 18, ° r. iT for Equipment NW Demand (140°F — Line 17).........19 Personal Hot Water Usage, days per year .................20 O Equipment Hot Water Usage, days per year ...............21 - days/yr. PERSONAL HOT.WATER USAGE (at 110°F) 8.34 x Total NW Demand (Line 11) x Days of Use Per Year (Una 20) xAflLine 18)- Annual Energy Consumption .... .... . .22 61,167 2 4 stu Pao* 2et Form 7 0 EQUIPMENT HOT WATER USAGE (at 14C°?) . 8.34* Total HW Demand (Line 12) x Days of Use per year (Line 21) / xT (Line 19) Annual Energy Cønsumption . .. ........23 '"'A atu SPECIAL USAGE (other service tanperatwes) Annual Energy Use for Special Applications ..............24' _L(/ aiu For NW uses requiring water temperatures other than 105° F. 115°F or 140°F, determine the appropriazeT and NW . •:: 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 calcula- tions on an attached sheet. Total Building Annual Energy Use for Hot Water • / (Una 22+ Una 23+ Una 24) ......... ..................25 atu OSOLAR WATER HEATING CREDIT (See Form 9, Line 86) • . •• : • •• •,, .• . . 26 __________ Btu AUTOMATIC STORAGE S S 0 5 WATER HEATERS : . . S ....... .: • 'Size: height in feet ...............................27 . 3 S S diameter in feet ............................. 28 ft. volume in gallons 29 Energy. Storage Type - Record: 1 if gas, 2 if electric, 3if oil, 4if other. .. 'S ......30 5 S S S .Record Test Methods Used .........................3 C •, .: (a) for ANSI Z 21.10.3-74, Section 2.7 (gas or oil fired) . S for ANSI C 72.1.72, Section 4.3.1 (elec) for other (list below) S S , ' For Electric S . Total surface area of the storage tank ...................32 Total warr-hours used over the test period . .. .. . . . , ......33 .15 Ci9 watt/Mrs. C. . S S • • • S Duration of test period (in hours). ........ . . . . . . . . . . . .34 7's' pours S Standby heat loss performance, S9..... .... ........ . .35 '2 2 1 wau1ft2 S • • Maximum allowable S9. ... ....... . . . . . . . . . . . . . . . . . . .36 . 'L.. - waruat2 S S • • Linu 33 mun 04 1449+ 5 5 S • 5 tfln Line 6 for. 0 5 S S mianc • 0 I. Pa 3 of Form 7 AUTOMATIC STORAGE WATER HEATERS (Continued) For Gas or Oil Fired Total gas or oil consumed as metered, (0) in cu. ft. or gals., respectively ..... ... ..........................37 / _____________ cu.ft. or call. Gas Meter Correction Factor (CF) (CF - 1.0 for oil.fired heaters) ....................................... ft. Stu/cu. Heating Value of Gas or Oil (H) at Standard Conditions in .. .39 __________ Btu/cu. ft. or Btu/gallon respectively ....... ............. 40 atu/cai. Duration of Test Period, Hours (t) ....................41 /"/7 hours Volume of Storage Water in Gallons (V) ................42 callons Weight of Storage Water in Pounds (W)..................4 ___________ pounds Average Temperature of the Stored Water (T2) ............ .. . Average Room Temperature ..........................45 Actual Standby Heat Loss Percentage (5).................46 Allowable Standby Loss Percentage (Smax ) .............. 41 /V"4 Line 46 muss be less • than Line 47 for • compliance . Total Weight of Water Drained from the Tank (Wd) ........46 . _IVIAe____ lbt. . . . Average Temperature of the Inlet Water (Ti) .............49 -. :.. . Recovery Efficiency of Neater (Er).... ................. A11,4 OF Minimum ••,• recovery efficiency..... ................... ...- - 51 .. - . Line 50 mu I's greeter than Line 51 for compliance . •:.. Combination Service Water/Space Heating Boilers Probable Maximum Demand for Service Hot Water (pmd)......52 gailhr. • • ,:. Fraction of the Year when the OutdoorDaily Mean Temperature is-More than 64.9°F (days/365)..............s (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 (5) .. . .54 , 8thr. - . - - ••• Total Allowable Standby Heat Loss of a Combination —.--- Service/Space Heating Boiler (Smax) ................ ..55 Stu/ht. Line 54 must be loss than Line 55 for . . . . . . . . compliance • • • • •. •• The actual overall thertha( esistahcu(RYof the tank and • / its insulation (See Figure 4.4.9).. .................. 56 • • •.. The minimum overall thermal resistance (Rmjn) of the 111,4 • •. • • tank and its insulaten ..............• ,.• ..............57 • •• . . • .• • •. • . - Line 56 must be greater • •. • • • . .. • •• . • . • • . • than Line 57 for • . • • • : • •. : : • • • • . . .•. compliance Pç4Qf Form7 1- L MODEL CAPACITY GALLONS WATTS AMPS 120V I WATER CONN. SHIPPING WEIGHT A .. B C 0 R-6G R.I,l 6 l 1500 ISnn 13 II 3/4 1/4.753/ R. 60 . 16W ( 14 '••14 •" DIMENSIONS_I lOW jp 3W 381bs. 200 20 1500 13 3/4 214 ' 18 224 3W [' 79 R.300 30 1500 13 3/4 30 - 2 24 - 3ç 100 I r4 Ii- .•• .. Features . . j • FIVE YEAR LIMITED WARRANTY against tank leakage S ••• • •BEAUTIFUL AVOCADO GREEN JACKET . .1 R30G • COPPER SHEATHED, TIN COATED IMMERSION TYPE HEAT- ING ELEMENT HI-LIMIT TEMPERATURE SAFETY CUT-OUT DOUBLE BREAK SNAP-ACTION THERMOSTAT - • HEAVY DUTY 300 LB. TESTED (150 lbs. w.p.) STEEL TANK :j • DURABLE GLASS-LINED TANK .•• . • THICK BLANKET OF FIBERGLAS INSULATION ' . • SELF-DRAINING COLD WATER INLET SEPARATE RELIEF VALVE TAPPING R20G • ALL MODELS U.L LIS3p-_... Optional Accessory / -. T Heavy gauge steel HEATER SHELF shelves assemble ___ 6 ways towall No. i No.2 No.3 mounton 1 available studding. . • . •• _ g. N0.4 (Floor Stand) Doti L No 8 — '. "-'\ •\ N NOTES: 1000 watts recovers 4.1 G.P.H.. 100°F. Temperature Rise All heaters furnished standard 120 volts. 240. 208, 277 vOltS available at extra charge S 3 Year Limited Warranty When Used In Commercial Service. .............-•• 0 •. . S ., . :. £ Relief Valve Tapping —B— 'J-2"C3/2OM/1O75_____ •• •••-• ..: . •1 . .. .- S - : NO a 2 V C' a (7 d ZV'7 4O - '5/ 7Zf 7 .J ..L ti 91,6' -Z ',V - -' ,-) r o01 -••- .5. - XN o7 o . . cO' , 0Zk/ ' /1//fl G?7ff L-Yf 4'ivi ?/ (/) .ff ,',-" ','v' 4 -c2' Z' .I- 11 /Vv C 5 ///,-?7 2/'/-i ' fr_'. ,'? 2 /i' •. 9 C_2 ' ' /V /-7 " "/ " -'' S '> 029 ' 1. ." •:H. H. H: .. 5 717.4 / c7N Ze 7fr.f- . — S — S : 7/ $t24.7 £ / 2 / 5777 •. S / • . 5 / H _ç 5 •. 55 - -' ry z/ ,7 • o 5/ oh '-- P'41 4ItYV/7a5 S . - S 555 • •) $ 7S 7 S. . Z'T /f44V U, —i' rv2-7 Z/? .c7 ,••f/ - _'v•" 7 c. - '/ - 'c7 7 f#/ 7 S / . ,• OOCUNTATION FORM .' BUlLbN LIGHTING COMPLIANCE S Project Title T.1 Location Project Designer Form / I Documented by Date Checked by Date Room Room RCR Task Areas Note Sq. Ft. No. Sq. Ft. Total Watts Allotted Design No. Sc. Ft. Anol. IOc Cj /Tk .r, Ft /.n Ft Wtc o H°°l _OFl 1 o 1t.o / o 1 S I I-01 T/ WOH ~)A )OO '1 i'6 6O 1 Io /A Q-4 • ______ _____ . ___S • S i Page Total 120 /Z47 o (ov *E .paP 1-)q. ig•p d OOCUMENTATION FORM — LIGHTING COt'ANCE - H PROJECTTITLE _iR-AAH - Room Room RCR Task Areas Note Sq. Ft. No. Sq. Ft Total Watts Allotted Design - No. Sc. Ft. Aopl. /0cc. 0cc. /Task Sq. Ft. /Sq. Ft. Watts Watts 1 1014-oc) a--,F 3110 ___ ___ ___• __________ ___ ____ ___ ____ ___ 7/p,o '/'+rdc7c., 30! 0 I 307 1 4- M&M Joo /A /A 1 • __I___ ___ • 91A 0 15. P PIA 1; 247 Page Total ' BuHdingTotai2i' (lasVshect only) .JING DATA FORM , JILpING SERVICE WATER HEATINi COLIANCE (Refer to Chapter 4.4 of the Energy Consavation Dccign Manual) 0 PROJECT TITLE /LL?,',vc,.. Location CAT /4D Project Designer ,4't 74 rar z (Rev. 1 5I7( Documented By_________ Data Checked By Date_________ SERVICE WA1ER HEATING SYSTEM DESRIPTION Energy Source Typo - Record 1 if gas, 2if electric, 3if oil, 4ifother ..........................2. Occupants (Use Table 1 of Appendix 1)..................2 Sq.FtJ0ccuan Number of Occupants in Perimeter Zone .........Weekdays 3 1_0 Weekends and Holidays 4 Number of Occupants in Core Zone .............Weekdays 5 3 Weekends and Holidays 6 0 hrL Occupancy (hours of use per day) .............. Weekdays 7 _____e13 ______ hrs. Weekends and Holidays 8 : MW Demand Total Number of Occupants (Line 3 + Line 5)..............9 100 HW Demand Per Person, gal/day (From Table 1 of Appendix 5) 10 /5 cal/cay Total MW Demand for personal uses, gal/day (Line 9 x Line 10).11 /t 7 9W/day Equipment HWDemand (attach description list) Total MW Demand for equipment requiring 140°F MW (e.g., 0• dishwashing and Jaundry equipment). ............... 12 gal/day 0 Special equipment requirements (ach description list)......13 N/A a/ 14 74 ° 0 0 0 0 15 Al/A sal/day 0 • 0 16 Water SuppfyTemeiatre.(from Ioc4:utiIiW) ............17 > T for Personal MW Demand (Avg. 110° F - Line 17) .......18 -_50 OF: T for Equipment MW Demand (140°F - Line 17).........19 Personal Hot Water Usage, days per year ................20 Q cayslyr. Equipment Hot Water Usage, days per year ..............21 0 cayiyr. PERSONAL HOT WATER USAGE (at 110°F) 8.34 x Total MW Demand (Line 11) x Days of Use Per Year (Line 20) xT(Line 18)'Annual Energy Consumption •. . .......22 L _I7,2O stu /. 0• P 2 of Form 7 0 EQUIPMENT HOT WATER USAGE (at 40°R) S 8.34 x Total HW Demand (Line 12) x Days of Use per year (Line 21) xT(Lirie 19) - Annual Energy Consumption ..........23 ,14 Btu SPECIAL USAGE (other service temperatures) .. Annual Energy Use for Special Applications ...............24' Sw 0 For HW uses requiring water temperatures other than 105° F. 115°F or 140°F, determine the appropriataT 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 calcula- tions on an attached sheet. • Total Building Annual Energy Use for Hot Water / (Line 22+Line23+ Una 24). ........ ,, ..........,..25 8w c..SOLAR WATER HEATING . . . • . . CREDIT (See Form 9, Line .. . 86) : . 26 ________ 8w AUTOMATIC STORAGE WATER HEATERS 0 - •00 Size height in feet 27 . ••.. diameter in feet ...........................28 Is f •. volume in gallons ............................29 .... •. 0• . Energy Storage Type - Record: 1 if gas, 2 if electric, 0 0 3 if oil, 4 if other......... . . . . . . . . . . . . . . 30 Record Test Methods Used .......................... 31 C for ANSI Z 21.10.3-74, Section 2.7 (gas or oil fired) for ANSI C 72.1.72, Section 4.3.1 (elm) 0 for other (list below) 0 For Electric 5 . . 0 5 Total surface area of the storage tank . . . . . . . , . . . . , . .32 0 f2 Total watt-hour used over the test period........... .. ..33 ____________ J5' . watjnrs.. 0 0 ,.• Duration of.test period (in hours) ...... ........ ....,..34 '"''ho urs • ot Standby ho loss performance, S. .. .. .,...... . .35 '2 ?.1 wisfl2 Maximum allowable Sp. . . . . . . . . . . . . . . . . . . . . . . .....36 ... - S 0 0 Lima 33 mtjbm Do lig . 0• 0 men Line 36 for compliance 'S. Pao 3 of Form 7 AUTOMATIC STORAGE 3 WATER HEATERS (Continued) For Gas or Oil Fired NO Total gas or oil consumed as metered , ( 0 ) i n c u . f t . o r gals., respectively ..................... ...........37 11 cu.ft. or Gal s. Gas Meter Correction Factor (CF) (C F 1.0 for oil-fired heaters) .................. . . . . . . . . . . . . . . . . . . . . 38 Allg s Heating Value of Gas or Oil (H) at Sta n d a r d C o n d i t i o n s i n . . 39 ____________ etu/cu. ft. Btu/cu. ft. or Btu/gallon respec t i v e l y . . . . . . . . . . . . . . . . . . . 4 0 Stu/gal. Duration of Test Period, Hours (t) .................... 41 hours Volume of Storage Water in Gallons ( V ) ................42 _____________Gallons Weight of Storage Water in Pou n d s ( W ) . . . . . . . . . . . . . . . . . 4 3 A 114_____ pounds Average Temperature of the Stored W a t e r ( T 2 ) . . . . . . . . . . . . 44 A44' OF Average Room Temperatu r e . . . . . . . . . . . . . . . . . . . . . . . . 4 5 Actual Standby Heat Loss Perce n t a g e ( S ) . . . . . . . . . . . . . . . . 4 6 __________ Allowable Standby Loss Percentage ( S max) ............... 47 Line 46 must be less .: . than Lrne 47 for . . compliance .. S Total Weight of Water Drained from t h e T a n k ( W d ) .........4.8 1V."4' 'bs. Average Temperature of the Inlet Wate r ( T 1 ) ............ : Recovery Efficiency of Heater (Er). . . . . . . . .............. 50 . :. Minimum recovery efficienc y . . . . . . . . . . . . . . . . . . . . . . . . 5 1 - . . . Line 5 must De greater tnn Line 51 for S. .• .. . . S compliance Combination Service Water/Space He a t i n g B o i l e r s Probable Maximum Demand for Ser v i c e H o t W a t e r ( p m d ) . . . . . 5 2 gas/hr. Fraction of the Year when the Outdoa r D a i l y M e a n Temperature is. Mora than 64.9°F (days/365).............53 ' ' ffrctien} Total Energy Delivered to the Combi n a t i o n B o i l e r t o Maintain the Stored Water Temperatu r e a t 9 0 °F above Ambient Room Temperature During th e T e s t P e r i o d ( S ) .. . .54 Bsulhr. S • • . Total Allowable Standby Heat Loss of a C o m b i n a t i o n . . Se ce/SpacaHeatingBoiler(Smc) . ., .. , ,. .. . .. . .55 -.- Line 54 must be less than Line 55 for . compliance The acttal overall thorthaf resi nca(R)of the tank and its insulation (See Figure 4.4.9)... •0•• .... • •56 The minimum overall thermal -resistance (Rmjn) of the 4 tank and its insulation. •, . •.•••. •...., • , .. . ..• •57 -_- Lrnu 66 must be grsatei . %man Una 57 for ... • • . . . • • compliance ••,. Q TEMPERATURE CONTROLS S The proposed design complies with Section 120-1522 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) , , . ,1• ........, ..58 — PUMP OPERATION The circulation hot water system is arranged so that the circulating pump(s) can be automatically turned off when the hot water system is not in operation. Give location in drawings or specifications, where such arrangement can 4 be verified.. ,.,...o.. OOS a, 00000000000 ..........59 0 p ••••, S. S JUNIOR SPECIFICATIONS (~D NOTES: 1000 watts recovers 4.1 G.P.H., 1000F. Temperature Rise All heaters furnished standard 120 volts. 240. 2C8. 277 volts available at extra Charge L_3vear Limited Warranty When Used In Commercial Service MODEL CAPACITY GALLONS WATTS AMPS 120V WATER CONN. DIMENSIONS SHIPPING WEIGHT A B C D 8.66 6 1500 13 3/4" 16% l 14 low 3%" 381bs. 8.121; 12 1506 13 3/4" 28~" 14.l" iiw 3W 60 8.2CC 20 1500 13 3/4 274 18" 22w' 3" 79 8.30C . 30 1500 13 3/4 30 28" 24 3W tOO riiixc \Qr l j1t .'dI i. . Tll(..L tlltl. I L iaQ1oJitJ3jia'.Jl'P! L.J!LCL - Features FIVE YEAR LIMITED WARRANTY against tank leakage BEAUTIFUL AVOCADO GREEN JACKET \.. COPPER SHEATHED, TIN COATED IMMERSION TYPE HEAT-MG ELEMENT HI-LIMIT TEMPERATURE SAFETY CUT-OUT DOUBLE BREAK SNAP-ACTION THERMOSTAT HEAVY DUTY 300 LB. TESTED (150 lbs. w.p.) STEEL TANK 0 DURABLE GLASS-LINED TANK THICK BLANKET OF FIBERGLAS INSULATION SELF-DRAINING COLD WATER INLET 0 SEPARATE RELIEF VALVE TAPPING R20G • ALL MODELS U.L LISTED OptionaI Accessory I ADJUSTABLE WATER HEATER SHELF r! Heavy gauge steel k, 6 ways to wall NO. No. 2 No.3 mount on . I available . ____ . -.• studding. 2 No.4 No.5 No.6 (Floor Stand) Relief( Valve 016G ,Tapping) R12G R3OG 0 GOLDEN KNIGHT TALL SERIES In popular sizes from 20 through 120 gallons capacity 10 year Limited Warranty (R i;ol Ill I l;llEi N 6N1(III I KNIGIII GAL. I 10 TOP SHIPPING MODELS MODELS CAP. DIAM. OF HEATER WEIGHT TALL SERIES 206-10 206-5 20 1 - 27%- 79 lbs. 306-10 3flI.5 30 16- 451(. 84 406-10 40K-5 40 16" 58'i(, 106 526.10 526-5 52 18 58(, 126 666-10 666-5 66 20" 59!4' 151 826-10 826.5 82 22'/, 62 211 1206-10 1206-5 1200 28 64i.' 371 STUBBY SERIES 305.10 30S-5 30 20 30 100 lbs. 40S-10 40S-S 40 flW 3014 . 127 505-10 . SOS-S 50 24N 32'h' 162 -_--.---.--. .- • (±ttiLir Jwaci 1tiiiiDX(LI' )iLJ&JiLL- 0 LI Golden Knight - Features TEN YEAR LIMITED WARRANTY against tank leakage LIFE-TIME 400°F. DIP TUBE LOW-WATT DENSITY HEATING EL E M E N T S : C o p p e r - s h e a t h e d , tin coaled immersion type elements ( 7 5 w a t t s p e r s q u a r e i n c h , max.) for long life. FACTORY INSTALLED NIPPLES ON T A L L A N D S T U B B Y MODELS: Dip tube and anode rod are p r e s e c u r e d t o n i p p l e s . AUTOMATIC OVER-HEAT CONTRO L : P o w e r a u t o m a t i c a l l y shuts off should overheating occur. G. THICK FIBERGLAS INSULATION : F u l l b l a n k e t o f f i b e r g l a s insulation surrounds tank to minim i z e h e a t l o s s . GLASS-LINED TANK: Durable glass-lin i n g p e r m a n e n t l y b o n d e d to inner tank affords lasting protect i o n a n d p r o l o n g s t a n k l i f e . 300 LB. TESTED TANK: 150 lbs. working pressure per squa r e inch. MAGNESIUM TANK SAVER: Full size ( . 8 4 " d i a m e t e r ) e x t r u d e d magnesium anode inhibits corrosion a n d p r o l o n g s t a n k l i f e . HEAVY STEEL JACKET: Durable H a r v e s t G o l d a c r y l i c f i n i s h retains attractive appearance for ye a r s . SEPARATE RELIEF VALVE TAPPIN G : P r o v i d e s f o r q u i c k T & P valve installation. (On side) ,./ ,,• . GOLDEN KNIGHT GREEN KNIGHT GOLDEN KNIGHT and GREEN K N I G H T S P E C I F I C A T I O N S STUBBY SERIES Ideal for installation where space is a t a p r e m i u m —under stairways, in attics, closets an d u n d e r kitchen counters. 30, 40 and 50 sizes. A v a i l a b l e in both 5 and 10 year models. GOIDLN CR11.6 KNIGHT KNIGIlT CAL, COUNTER ShIPPING MODELS MODELS CAP.' WIDTH DEPTH HEIGHT WEIGHT 1AULE 001' SERIES 4111111 4IlTI 0 4lll 411 24' 25'' ii," 1.11 50-l0 5i)TS 50 24" 25" :i" 17. GOLDEN GREEN HEIGHT KNIGHT KNIGHT GAL. DIAM./ TO TOP SHIPPING MODELS MODELS CAP. DEPTH OF HEATER , WEIGHT UNDER COUNTER SERIES U3OS-lo (1305-5 30 20' ' 30 94 lbs. 1J40S-10 u40s-5 40 22 30'.' ItS U5D5-I0 (1505-5 50 24' 32' 139 ., .... NOTES: 1000 watts recovers 4.1 G.P.II.. 100°F. Temperature Rise. W a t e r c o i r e t i o n s - 3/4 all models. 3 Year Urnitod Warranty "1 1110" Distance between waler connections 20 gallon size available in single eleme n t o n l y . Uud In Cemm.rclel Service. ':,,,,•..,, - -' --'.,.--------.---....0••1 . .'. - i...i'.,' " "'"'. .)' -, .-. .. ' ' '. '' .. ..... /AO 4Y/O4L Ix -, / 6 0 S . _4'• 4E' e- /7 i24 //4 77 / /\/ -7r '2 /.Jd77 "4 • " L2 2' )J 6-, (:::::.44 ' Z?4 ,. 0• • Ia 74 L. 7xrc'ze ?2x,-,zE ,4x7?,,eg xre 279A& T/' I / 5 0 ' / Iv4 S . 3' '; 'S. Ir / 5 2 q f Ae • I/Al6 1 • 3 • / .3 • • ce,s 70 , ,, ath'. .. ..- • • • _-.• . .. .j o 5 •.. . S.. • • W.4 7,Z 4 il d 5 vE,z 77 -r-,4 L 4 - 7 7 L .ve,Z. 7 I CJ/V/7~ • .. . . . .• ','17S Al . fri, ?4 &- -(/7Z 4k'// />Z. c' 1- /,O i4 ~O c"' . Qe' . . A> x' -"• C-"N/76 / /V4 '/JT '1 q ' /NC( 1t',47E/ 12.'IC,9 Wi/I ,9 'L)O f'o ZoNe57- ,4 'iV X f'z 7/4/65 ' 7o,I • 10± 4 100 . . • .: • r14-,-/ Pi2e • r 4///1e Ile .IS '1. .'..: •1 • . 0 . . r 42 . 47-"/47'-e/z 4Vc.i,4 All 77/ /,d . £-'A 7' I.::' cs /t1e ,c 4c/7 7&z 2 V4 4'oei A ND ,24 r "Q • . 3 . C -ro . /4 . / L D :.4O fA.cT/ . .: . . 1 7 X ;• • , . /, 4L /& .. - 4 6 4 '- , ,z / c. 'e,z. — / 5 00 b/14 7'7 /3, 4ip /2 o 1" -'' Z. . • . Y , 9 c./ , . , , 9c.' 'V q • • / . c/ 94c42 A! — . &C'. i#i 6I Ls N.e.. .v bc' ............•.• £ ..s ', e' Le c - . , 04Z X60.................. 3/4 . C I • . '- 2? . • • • • . . •4) •fr7,,o /// ,Z'..4 Nl? . . & 42 4/ ,1/ .. (_.s , ,,, ,,, -ry / E vZ.t..1 I &i "le, 9 /C' 74 SECTION 1H - DOOR & FRAME SCHEDULE § DOOR DOO DIMENSION a. FRAME DETAILS LOUVER SIZE & MATERIAL 4 UJ w - w J ...j - -- -- -- IO3-L 3-0 1 -77(2 "/4 A ND. JHM. . . A02 05-I c2 -- A- 6,, A2 107-I 2-0 - 64 I .IOBH 3-0 7-0 1 46 4-Ml HM. - 2. HO-I -O 7.-C N D. N.M. IH. 7 111-I 3-0 1-0 I4'.E. ND. JHA M. 7 lIZ-I 2-E 1 -7-0 4 A WP j I RM,I H K IS-I 7-0 I4. . NP HM IHI (o - 14-I 2.-s 7-°L4 .- NP H.M.I lHR. 6 Il-I 30 7-0 l A NP. N.M IHK.. 46 lop- 5-0 7-0 I4 A V1 D. NM IH. I-2 3-07-0 I34 A P JKM lHK 5 lB-I 5-0 7-0 I ,A NP J H-M HK.j 5 119-2 3-6 7-0 1-14 A WO, JHX -- A & E No. 07952 DOOR SCHEDULE 1H-1 DOOR & FRAME SCHEDULE _ DOOR IiI'I.1I;T1I1 JIf,il - _ DUUUEIEUD III. I_ • 1111 I_ ________ _1111 I_ lUll _ -• -- DOOR SCHEDULE 1H-2 DOOR & FRAME SCHEDULE - DOOR DIMENSION IiIeI.iI I;LVI1 • TAILS ______________________________ _ I-- _ I_ 1 I_ lull -. DOOR SCHEDULE 0 0 C-) t1 0 0 - ll :1' ®IHQ1J Tozr 7OOI( ::E i HOUR IR 'kOC2 DOOR SCHEDULE 1H-5 TL U-/A ,P'-e,Z 2 . / 6/W VA 7e' ,/ S . . . . 77 a 6 , /32 Z,4 V ,, --c' ,z / c - 7'2 6-/W —' A N D r c7,2 30 : C• 70 Z IZA Cie.a AIbe1z 6i :. . ' . 7 Pñ PilO X ' / . . 4, i 4L -. • / 00 — 47p6 / .o V L -el C' / / 7 d2i ,C (f Al 7) /J.e. jy /oô 64 L : o 4Z i: ••• i — ic ................. . ' ' ' ........ ' ' • ' /41P.'.LM.........: • '" ~J 4 C bL I'l A t p7t 1 -1: 1 w -- cL ............... ' I — .--— I ) E. // N • ', . ' ' OOZ . : ' ii' 13 u s —. , ,'/ rA/E / E v4z ry ôç, . ' . . ' • •• fa WOODSIDE/KUBOTA & ASSOCIATES, INC. CONSULTING HAND DELIVERED ENGINEERS - 2465 Pio Pico Drive • P.O. Box 1095 • Carlsbad, California 92008 • (714) 729-1194 February 26, 1981 Building Department City of Carlsbad 1200 Elm Avenue Carlsbad, CA 92008 Subject: Lot 13, Palomar Airport Business Park Unit No. 1 Graham International Costa Real Municipal Water District Gentlemen: The Costa Real Municipal Water District has approved the public water system for the following development of the subject project: ADDRESS: 2121 Palomar Airport Road, Carlsbad Attached is a plat map showing the building site that is involved with this approval. The onsite fire hydrant is being relocated per directions of the Fire Marshall's office. Accordingly, the Water District has no objections to your per- mitting occupancy of the above-described dwelling unit with the concuring approval of the Fire Marshall's office. If you have any questions, please contact the undersigned. Very truly yours, Jack V. Kubota, District Engineer Costa Real Municipal Water District By: F. Jer WU EJineeong ey Assist nt Designer Enclosure cc: Costa Real Municipal W'ater District (w/enc) Fire Marshall, City of Carlsbad (w/enc) Graham International (w/enc) In Orange County, Santa Ana FJW:JYK:mtw CMWD 80-207 ".n COMMERCIAL VALUATION CHART 5v~ TEL2PCLi: (71/h i29-1 ft jl~: 1200 ELM AVENUE CAELSBAD, CALIFORN!A 22008 1.00 to $500.00 501.00 to $2,000.00 $5.00 for the first $500.00 plus $1.00 for each additional $100.00 or frac- tion thereof, to and including $2,000. $2,001.00 to $25,000.00 $20.00 for the first $2,000.00 phis $4.00 for each adclitiniial $ 1,001)00 or fraction thereot, tr: and including $25,000.00 $25,001.00 to $50,000.00 $112.00 for the first $25,000.00 phis $3.00 for each athhhooal $1,000.00 or fraction thereof, to nod including $50,000.00 $50,001.00 to $100,000.00 $187.00 for the first $0,000.0() plus $2.00 for c;uclr additional $1,000.00 or fraction thereof, to and including $100,000.00 $100001.00 to 8500,000.00 S97.00 for the fist $1.00- ' 000 00 pins $1.50 for each additional $1,000.00 or fraction hereof, to and iou:li ding $500,0000() $500,001.00 arid tin $iR7.0hi For the first $500000.00 plo:; $1.00 for c;oh .;dtlitiinial :; 1,ott0.00 or fraction thereof / c7C' USE OF BUILDING BUILDING AREA X (Less Office Area) OFFICE AREA :x = 33 0. SPRINKLER X $1.25./ sq. ft. $ 37S. A:tp CONDITIONING '3coôo X $.2.30. sq..ft. = PILE FOUNDATION_. X $ . . = $ X $ .25/sq. ft. = $ TOTAL ....................... PLAN CHECK FEE (65% of Building; Permit) $ BUILDII\C PERMIT $ MICRO FILM FEE. .................. $ TOTAL FEES . . . . . . . . . . . . ... . . .. Expiration of Plan Check. Applications for Mfich no permit is issued Within 180 days following the date of application shall expire by limitation ancns submitted for checking may thereafter be returne d t o the applicant or destroyed by the Building Official. The Building Officia l may extend the time for action by the applicant fora period no, ex c e e d i n g 180 days upon written request by the applicant showing that circurnsance.s beyond the cotrol of the applicant have prevented action from b e i n g taken. In order to renew action on an application after expiration, th e ai- plicant shall resubmit plans and pay a ncw plan-check fee. Reiusec1ion pee. The fee for each reinspecrion shall be i0.00. TABLE NO. 3A—BU1LDiNG PERMIT FEES I ioia VALUATION FEE *NOTE. EACH BUILDING REQUIRES A SEPARATE PERMIT. 2-570 - 5oOOoO ... ...... AA,P A! A IRE CITY OF CARLSBAD This Certificate issued pursuant to the requirements of Section 306 of the Uniform Building Code certifies that at the time of issuance this structure complies with applicable ordinances of 'the City regulating building construction use. (3rd Floor only) Office Bldg. 80-111A < Use Classification Bldg. Permit No. ) ' Group Type Construction _______________ Fire Zone —Use Zone . Occupant Load >' fB •Id• Graham Intern.a,tlonal Ad.d 135 W. Mission Ave., Escondid wner 0 UI 4fl reSs . Building Address_Zl;21 Palomar Airport The Carlsbad,, CA. 92008 3rd FLOOR ONLY NOTE: Alterations, changes, additions or changes of occupancy nullifies this certificate. (Post in conspicuous place)