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2231 RUTHERFORD RD; ; 85-554; Permit
0 I hereby aftl,,,i that tibia is a construction landing agency for the performance of the work for which this per. mil is issued (Sec. 3097, Civil Code) Lender's Name Lender's Address W 0 2 W -J 'Cr mAlt DIIIIIT 0(01 IhIIIV P 00(00 IlABfl APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. WflLL i Viii U I •U. VIflU I CARLSBAD BUILDING DEPARTMENT ' APPLICATION & PERMIT Carlsbad, California 92008-1989 (619) 438.5525 ADDRESS AV, T.RO, CROSS ST. DAT OF A PLICATION BUSINESS LICENSE # VALUATION PERMIT NUMBER / / / 73, LONE 'LOT BLOCK SUBDIVISION ESSO PARCEL N ONCTOAS PHONE 0 .OIO 4fl CONTRACTOR / O9' , >WNE R'S PHONE —33o CONTRACTOR'S ADDRESS LICENSE NO. . PLAN I.D. # BUILDING SO. FOOTAGE A-Lj,1 - 7c____/- 4$754O F55 7 OWNfl'G MAILING ADD RE DESIGNER oE3NEfl'D PItONC 377I DIPTION OF WORK a4c:4rie.. °'4!l; fqA/ 4 ....Z 1 ESIGN ER'S AD9SSyjA# ',- LICENSE NO. t1-. __ NO EDU p F/P FLREtEV.I I YO NO —I I _________________________________ h' 0001 B T7t/ 6 BU7Ei'i' I I REDEVELOPMENT TYPE 0CC L FIRE SPR CENSUS TRAC1 GP LAND USE PARKING SPACE GRADING PERMIT ISSUED I AREA I Y o N 0 I V 0 N I NO Not Valid Unless Machine Cern//ed - QTY. PLUMBING PERMIT- ISSUE QTY. MECHANICAL PERMIT- ISSUE 3 SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP INSTALL FURN. DUCTS UP TO 100,000 BTU , BUILDING PERMIT 001'810'00-00'8220 I EACH BUILDING SEWER OVER 100,000 BTU . SIGN PERMIT 001-810-00'00-8221 I EACH WATER HEATER ANDiOR VENT BOILERICOMPRESS4 UP TO 3 HP 7..Jz PLAN CHECK 001'810-00-00'8806 EACH GAS SYSTEM I 104 OUTLETS 2.._4 BOILER/COMPR3-15 HP TOTAL PLUMBING TOELECTRICAL 001'810-00'00'8222 - EACH GAS SYSTEMS OR MORE . METAL FIREPLAC - 001-810-O0'0O-8223 MECHANICAL 001-810-00-00-8224 EACH INSTAL.. ALTER. REPAIR WATER PIPE EACH VACUUM BREAKER - , , . VENT FAN SINGLE DUCT MECH EXHAUST HOOD/DUCTS . MOBILEHOME 001-810-00-00-8225 WATER SOFTNER RELOCATION OF EA FURNACE/HEATER MOBILEHOME PARK INSP EACH ROOF DRAIN (INSIDE) /J"u jEEc_- ' SOLAR 001-810-00-00-8226 TOTAL MECHANICAL I I /4 STRONG MOTION FIRE SPRINKLERS 880-519'92-33 001-810-00-00-8227 TOTAL PLUMBING I qq- QTY. ELECTRICAL PERMIT - ISSUE ... QTY. SOLAR- ISSUE PUBLIC FACILITIES FEE 332-810-00-00-8930 74IIl NEW CONST EA AMPSWT 4. /O0O COLLECTORS SCHOOL _FEE -_DISTRICT 1 PH STORAGE TANKS Carlsbad EXIST BLDG EA AMP/SWTIBKR ROCK STORAGE \c:90) Encinitas 1 PH 3 PH , PUMP 3(7- .9 ' San San Dieguito REMODEL'ALTER PER CIRCUIT . PLAN CHECK ' ,i(>.) San Marcos __________________________ TEMPPOLE 200AMPS . " OVER_200_AMPS SE TAX ________________________________ -00-00-8162 ' TEMP OCCUPANCY (30 DAYS) . ' 1 iqx - ' XREDIT DEPOSIT I- ___ TOTAL ELECTRICAL TO1SOLAR EES PA 71 /log — -" ,L . . . ..'.- - CA'REFLJtLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT' AND DO HEREBY Expiration,-Every permit issued by the Official underihe provisionsoffhis *" AN OSHA PE:T IS REQUIRED FOR EXCAVATIONS OVER I UNDER PEN'ALTY- OF PERJURY THAT ALL INFORMATION HEREON INC,I IIDING THE Code shall expire by limitation and become null and void ft the building or work . IS authorized by such pormif is not commenced within iN) days from the date of Such DEEP-AND DEMOLTI0P4OR CONSTRUCTION OF ST)CTh9ES OVER.3 STO If HEIGHT A 1` ARE .TUE,AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT permit, or if the building or work authorized by such permit is suspended or CON' 0 RATIONS ._. T COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING I abandoned at any time a far the work is commenced for a period of 180 dayS. -, TgcTIoN:wHETHER SPECIFIED HRETN OR NOT, I ALSO AGREE TO SAVE INDEMNIFY AND D1T I '1' HRMLESS THE CI1 OF,CALSSAD AGAIN$T ALL LIABILITIES, JUDGMENTS. COSTS AND APPLICANT'S OWNERO CONTRACTORD APPRO DBV SI J1'ICl4 MAnN ANY WA. ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE BY PHONED - - tA xl hereby affirm that I am licensed under q provisions of Chapter 9 (commencing with I Section 7000) of Division 3 of the Business and Professions Code, and my license is in I full force and effect. L... Lic No __________________ Class 0 of— I hereby affirm that I am exempt from the Contrac- tor's License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which re-quires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires th-he-is p-plicant for such permit to lilo a signed statement that ln.wixdd pursuant to the provisinec 01 the Contracfore License Law (Chapter 9 commencing with Section 7000 of Division 3 o the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit Sub' jects the applicant to a civil penalty 01 not more than live hun- dred dollars ($500). I') I, as owner of the property, or my employees with wages as their note compensation, will do the work, and the struc-line is aol intended or Offered for solo (Sec. 7044. Business and Protessiuns Code: The Contractor's License Law does not apply Is an owner 01 property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intend-ed or offered for sole. It. however, the building or improve-ment is sold within one year 01 completion, the owner-builder will have the burden of proving that he did net build or im-prove for the purpose of sole). 0 I. as owner 01 the prsporly, am exclusively contracting with licensed contractors to construct the project (Sec. 7044. Business and Professions Code: The Contractor's License Law does not apply loan owner of properly who builds or im-proves thereon, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License Law). O As a homeowner tam improving my home. and the follow- ing conditions dsist: The work is being performed prior 10 sale. I have lived in my home for twelve mouths prior to completion 01 this work. I have not claimed this exemption during the last three years. lam exempt under Sec. . B& P.C. for this reason f-hereby affirm that I have a certificate of consent to sett'inaure. Ora certificate 01 Workers' Compensation In. surance, or a certified copy thereof (Sec. 3800. Labor Code) POLICY NO. COMPANY Copy is tiled with the city Certified copy is hereby furnished CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars 151001 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 10 the Workers' Compen. sation Laws of California. NOTICE TO APPLICANT: If. after making this Certificate of Exemption. you should become subject 10 the Workern' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS REQ IF INSPECTORS INSPECTION CHECKED APPROVAL DATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE - POST TENSIONED CONCRETE FJLD WE'tbING - HIGH STRENGTH -. BOLTS S SPECIAL MAdRY PILES CAISSONS 4 -- 4t INSPECTORS NOTES S - -4 = .2 -S - - 5 5__ TYPE DATE INSPECTOR UtL4ING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME 0 FLOOR 0 CEILING SHEATHING 0 ROOF 0 SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL I PLUMBING O SEWER AND BL/CO 0 P1/CO UNDERGROUND DWASTE DWATER TOP OUT 0 WASTE 0 VIATER TUB AND SHOWER PAN GAS TEST O WATER HEATER 0 SOLAR WTER ELECTRICAL O ELECTRIC UNDERGROUND DUFEER ROUGH ELECTRIC O ELECTRIC SERVICE 0 TEMPORARY O BONDING 0 POOL MECHANICAL O DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS . .4 CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ( APPLICATION FOR PERMIT TO CONNECT -TO. CITY SEWERSYSTEM. CITY OF CARLSBAD ENGINEERING DEPARTMENT l r E. \ V - pV Z R ISSUED BY - DATE ISSUED' FOR APPJ 2NTTO FILL IN ''.' ADhRESS 'BUIL'DING .-' I- ' -"- •- L ' D e t7 -- .-'--- -. '\çALI DATION OWNER . . - ., - -- t/):/. ..L • -. . - ,., - - MAILING ADDRESS ~z w LATERAL CHARGE COMPUTATION CONTRACTOR /i/5.1s&'/J I1,ip.4"1'/ - -- STANDARD 4" (Max. H. 30',V. 10') • OVER 30' H. - F1_____________ - 3/ - CONTRACTOR'S .m 4 OVER 10' V._____ FT._________________ ADDRESS STANDARD 6" (Max. H.'30', V. 101 - P OVER 30' H. FT.______________ - OVER 10'V."ff* @______ FT. NEWBUILDING -_- ---'_EXISTING BUILDING LEGAL DESCRIPTION,40-2 ' ///3. - TOTAL CONSTRUCTION COST • ••s.• SERVICE CHARGE (REPAVING ETC.) ' TOTAL LATERAL CHARGE 4,'W._2/2 — ___ REMARKS:' 4 - , : - LINE COST DATA .. 2/.4 ASSESSMENT DIST NO. _______________ - FRONTAGE __COST'PER FT. ______TOTAL - OTHER - ' - (.• .. , • . ..•- .. ,#-- -•.-- - LATERAL LOCATION' . - 'CONNECTION FEE II NO UNITS 2/49 COST PER UNIY/TOTAL2/4./ PUMP STATION FEES . - •' __ST. LATERAL NO. _-_- INSTALLATION DATE - ... -. NO. UNITS______ COST-'PER UNIT' TOTAL . .. 0. - - TOTAL CHARGES (LATERAL ETC.) WI IIT Enginooring GREEN Finnrp YELLOW Sanitation PINK Building GOLDENROD Permitter Citp of CarLtab REQUEST FOR INSPECTION RECORD gcccV'1 INSPECTOR A14 PERMIT NO. ' OWNER . ADDRESS 2 z.T - _____________ REQUESTED BY __tt41c. PHONE NO. - PERSON TAKING REPORT BUILDING O FOUNDATION 0 FOOTING 0 SLAB REINFORCING STEEL MASONRY GROUT - GUNITE. 0 FLOOR AND CEILING SUB FRAME. O SHEATHING 0 'ROOP 0 SHEAR 0 FRAME EXTERIOR LATH INSULATION ,..1NTERIOR LATH OR DRYWALL FINAL ,. PLUMBING UNDERGROUND' PLUMBING .- - SEWER AND PLICO TOP OUT PLUMBING TUB OR SHOWER PAN GAS TEST O WATER HEATER SOLAR WATER ThINAL rTh1 .: j;4JL t?ç& - F,- SPECIAL INSTRUCTIONS ELECTRICAL O TEMPORARY SERVICE UFFER GROUND ELECTRIC UNDERGROUND ROUGH ELECTRIC POOL BONDING ECTRIC SERVICE FINAL ,4( MISCELLANEOUS. CONDITIONED AIR SYSTEMS SOLAR HEAT PATIO POOL 0 SPA 0 SIGN GRADING DRIVEWAY I EyEI L 4A— " or- - oe Ready For Inspection: 0 Monday 0 Tuesday - 0 Wednesday Thursday 0 Friday 0 A.M. 0 P.M. e 0 47 4'-'- ?4v C/,ce1w7S i1 fi2A,cvAi Pq cqo?J 4'', C47t67¼1 • CcVE c1N1.c77ot/. fto o" P&oI- /7c cQM1 APA-O/4i47 7_ p 4t-t& D4)pt-4' • .750 j741 A-,47vt /-'L, - flifl £' w/jW Øfl 4 fr .1 OWNER ADDRESS REQUESTED BY - • ttp of Carlobab REQUEST FOR INSPECTION RECORD. INSPECTOR PFRMIT NO flATP BUILDING O FOUNDATION OFOOTING 0 SLAB O REINFORCING STEEL O MASONRY GROUT - GUNITE O FLOOR AND CEILING SUB FRAME SHEATHING 0 ROOF 0 SHEAR FRAME O EXTERIOR LATH O INSULATION O INTERIOR LATH OR DRYWALL FINAL I- PLUMBING" O UNDERGROUND PLUMBING SEWER AND PL!CO DTOP OUT PL - (TUB 0 SHOWER~PAN . GAS TEST 0 WATER HEATER O SOLAR WATER 0 FINAL PERSON TAKING REPORT_____________ ELECTRICAL TEMPORARY SERVICE UFFER GROUND O ELECTRIC UNDERGROUND O ROUGH ELECTRIC POOL BONDING O ELECTRIC SERVICE FINAL ;(u MISCELLANaUS CbN&TIOrSYSTEMS T 4 PA'TI P- PO/L OSPA 0 SIGN O GRADING O DRIVEWAY. FINAL SPECIAL INSTRUCTIONS____________________________________ Ready Foi Inspection: 0 Monday 0 Tuesday Wednesday 0 Thursday 0 Friday 0 A.M. 0 P.M. a = Qitp of CarIbab 14 REQUEST FOR INSPECTION RECORD TIME:_______ _________________ PERMIT NO ! DATE: __________ INSPECTOR ____________________ ______________________ OWNER j9 ADDRESS REQUESTED BY PHONENO. PERSON TAKING REPORT____________ BUILDING ELECTRICAL 0 FOUNDATION 0 FOOTING 0 SLAB 0 TEMPORARY SERVICE O REINFORCING STEEL 0 UFFER GROUND MASONRY • 0 ELECTRIC UNDERGROUND O GROUT GUNITE 0 ROUGH ELECTRIC O FLOOR AND CEILING SUB FRAME . 0 POOL BONDING O SHEATHING 0 ROOF 0 SHEAR 0 ELECTRIC SERVICE 0 FRAME 0 FINAL EXTERIOR LATH INSULATION 11 INTERIIOR LATH OR ~DRYWA O FINAL PLUMBING UNDERGROUND PLUMBING. SEWER AND PLJCO TOP OUT PLUMBING TUB OR SHOWER PAN' GAS TEST WATER HEATER Cl SOLAR WATER FINAL MISCELLANEOUS' CONDITIONED AIR SYSTEMS ,\ , O SOLAR HEAT 0 PATIO O POOL 0 SPA 0 SIGN GRADING 0 DRIVEWAY 0 FINAL El SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday )Thursday 0 Friday 0A.M. 0P.M. / Qtitp of QCarIbab REQUEST FOR INSPECTION RECORD TIME: __________ INSPECTOR PERMIT NO. DATE: OWNER Fb ADDRESS REQUESTED BY . - ION %E NO. PERSON TAKING REPORT_S BUILDING FOUNDATION 0 FOOTING 0 SLAB O REINFORCING STEEL 0 MASONRY - GROUT - GUNITE O FLOOR AND CEILING SUB FRAME SHEATHING 0 ROOF 0 SHEAR FRAME th EXTEAIOR LATH INSULATION O INTERIOR LATH OR-DRYWALL FINAL PLUMBING ELECTRICAL TEMPORARY SERVICE UFFER GROUND ELECTRIC UNDERGROUND ROUGH ELECTRIC O POOL BONDING ELECTRIC SERVIc" FINAL k4 MISCELLANEOUS UNDERGROUND PLUMBING SEWER AND PLJCO O TOP OUT PLUMBING O TUB OR SHOWER PAN O GAS TEST O WATER HEATER O SOLAR WATER FINAL CONDITIONED AIR SYSTEMS O SOLAR HEAT O PATIO O POOL 0 SPA 0 SIGN O GRADING O DRIVEWAY FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday Thursday 0 Friday 0 A.M. 0 P.M. ri Qrttp 01 QCarIbab REQUEST FOR INSPECTION RECORD TIME:\L(O INSPECTOR PERMIT NO. ' S 4 DATE: OWNER ADDRESS REQUESTED BY PHONE NO. Qk OCS1 PERSON TAKING REPORT____________ BUILDING FOUNDATION 0 FOOTING 0 SLAB REINFORCING STEEL MASONRY GROUT - GUNITE FLOOR AND CEILING SUB FRAME SHEATHING 0 ROOF .0 SHEAR .,FRAME EXTERIOR LATH C INSULATION INTERIOR LATH. OR ALL FINAL I ELECTRICAL .1 O TEMPORARY SERVICE UFFER GROUND ELECTRIC UNDERGROUND IY ROUGH ELECTRIC POOL BONDING ELECTRIC SERVICE FINAL IRor-••-_s II 1/ 4 PLUMBING UNDERGROUND PLUMBING SEWER AND PLICO TOP OUT PLUMBING O TUB OR SHOWER PAN O GAS TEST - O WATER HEATER O SOLAR WATER FINAL MISCELLANEOUS CONDITIONED AIR SYSTEMS SOLAR HEAT O PATIO OPOOL OSPA OSIGN GRADING DRIVEWAY FINAL SPECIAL INSTRUCTIONS Ready For Inspection: Monday 0 Tuesday 0 Wednesday 0 Thursday 0 Friday 0 A.M. 0 P.M. (tjtp of QCavIbab REQUEST FOR INSPECTION RECORD TIME: 0 INSPECTOR ____________________ PERMIT NO. DATE: I OWNER ADDRESS REQUESTED BY ___ PHONE NO. - BUILDING FOUNDATION 0 FOOTING 0 SLAB O REINFORCING STEEL MASONRY GROUT .GUNITE trip O FLOOR AND CEILING SUB FRAME O SHEATHING 0 ROOF 0 SHEAR3( O FRAME , iP '5EXTERIOR LATH O INSULATION O INTERIOR LATH OR DRYWALL FINAL PLUMBING UNDERGROUND PLUMBING. SEWER AND PLICO O TOP OUT PLUMBING TUB OR SHOWER PAN GAS TEST • 0 WATER HEATER SOLAR WATER FINAL PERSON TAKING REPORTS ELECTRICAL 0 TEMPORARY SERVICE UFFER GROUND &4 ELECTRIC UNDERGROUND ?[E1 )I 'ROUGH ELECTRIC 2/'o/OOL BONDING ELECTRIC SERVICE I 0 FINAL PA i J r ... (S I MISCELLANEOUS O CONDITIONED AIR SYSTEMS SOLAR HEAT O PATIO OPOOL OSPA SIGN O GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS - Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday Thursday 0 FrIday 0 A.M. 0 P.M. .• • /\ Cttp of CarIbab REQUEST FOR INSPECTION RECORD TIME: LA INSPECTOR _PERMIT NO. __________DATE:75 _____ OWNER • ADDRESS IO/Jç4 (. &' REQUESTED BY SJ) PHONE NO. - . PERSON TAKING REPORT____________ BUILDING ELECTRICAL FOUNDATION b FOOTING 0 SLAB 0 TEMPORARY SERVICE O REINFORCING STEEL 0 UFFER GROUND O MASONRY - 0 ELECTRIC UNDERGROUND 0 GROUT .GUNITE 0 ROUGH ELECTRIC O FLOOR AND CEILING SUB FRAME 0 POOL BONDING O SHEATHING 0 ROOF 0 SHEAR 0 ELECTRIC SERVICE.j'" O FRAME 0 FINAL EXTERIOR LATH INSULATION O INTERIOR LATH OR DRYWALL or lee FINAL PLUMBING UNDERGROUND PLUMBING SEWER AND PL!CO TOP OUT PLUMBING TUB OR SHOWER PAN GAS TEST - WATER HEATER O SOLAR WATER FINAL MISCELLANEOUS• 0 CONDITIONED AIR SYSTEMS O SOLAR HEAT PATIO 0 POOL OSPA OSIGN -0 GRADING 0 DRIVEWAY OFINAL - SPECIAL INSTRUCTIONS - Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday 0 Thursday Friday A.M.. 0 P.M. : v Citpot Carlobab REQUEST FOR INSPECTION RECORD TIME: __________ INSPECTOR PERMIT NO DATE: 1 OWNER ADDRESS ' St REQUESTED BY S GJi'..Q PHONENO. PERSON TAKING REPORT____________ BUILbING FOUNDATION 0 FOOTING O SLAB REINFORCING STEEL O MASONRY O GROUT - GUNITE 1 FLOOR AND CEILING SUB FRAME O SHEATHING 0 ROOF 0 SHEAR DFRAME O EXTERIOR LATH NN O INSULATION INTERIOR LATH OR DRYWALL FINAL PLUMBING 0 UNDERGROUND PLUMBING SEWER AND PL/CO TOP OUT PLUMBING O TUB OR SHOWER PAN GAS TEST WATER HEATER SOLAR WATER FINAL ELECTRICAL O TEMPORARY SERVICE 0. UFFER GROUND O ELECTRIC UNDERGROUND O ROUGH ELECTRIC .9 O POOL BONDING .. ,. i.I1. O ELECTRIC SERVICE . FINAL oVj £, MISCELLANEOU O CONDITIONED AIR SYSTEMS O SOLAR HEAT O PATIO OPOOL OSPA 0 SIGN O GRADING DRIVEWAY. FINAL SPECIAL INSTRUCTIONS - . • Ready For Inspection: 0 Monday • •0 Tuesday 1SI/ Wednesday 0 Thursday 0 Friday 0 A.M. 0 P.M. • . * Qitp. of Car1bab. : 0f'1IICT CnD IMcDrT.rM 0r'r1aF% U I II uIU I U•I1 INSPECTOR ______________________ PERMIT NO. TIME: ? ___________________ ___________________DATE: OWNER ADDRESS 2 ) 'EL- J REQUESTED BY ____ PHONE NO. ,1 j BUILDING FOUNDATION 0 FOOTING 0 SLAB .0 REINFORCING STEEL t5pp-rl4A 0 MASONRY 0 GROUT - GUNITE FLOOR AND CEILINd SUB FRAME O SHEATHING 0 ROOF 0 SHEAR. FRAME . O EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRY-WAG? FINAL PERSON TAKING REPORT_______ ELECTRICAL 0 TEMPORARY SERVICE 0 UFFER GROyD(69 0 AKUCGH TR!P1JNDERGROUND ELECTRIC 0 POOL BONDING I 1'ELECTRIC SERVICEIt '0 FINAL J. PLUMBING UNDERGROUND PLUMBING O SEWER AND PUCO. O TOP OUT PLUMBING O TUB OR SHOWER PANS GAS TEST - WATER HEATER SOLAR WATER. FINAL. MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS 0 SOLAR HEAT O PATIO 0 POOL OSPA 0 SIGN 0 GRADING 0 DRIVEWAY FINAL . SPECIAL INSTRUCTIONS Ready For Inspection. Monday 0 Tuesday O Wednesday 0 Thursday 0 Friday 0 A.M: 0 P.M. 1 / Qitp of CarIbab REQUEST FOR INSPECTION RECORD INSPECTOR - OWNER ADDRESS . REQUESTED BY 1o's7 CL TIME: PERMIT NO. 95-55 - DATE: PERSON TAKING REPORT____________ BUILDING FOUNDATION 0 FOOTING 0 SLAB REINFORCING STEEL MASONRY GR UT-GUNITE FLOOR ND CEILING SUB FRAME THING'ROOF 0T SHEAR FRAME 0Al*j EXTERIOR LATH O INSULATION INTERIOR LATH OR DRYWALL 0 FINAL I ELECTRICAL I TEMPORARY SERVICE UFFER GROUND. ELECTRIC UNDERGROUND• O ROUGH ELECTRIC O POOL BONDING O ELECTRIC SERVICE FINAL ' / PLUMBING UNDERGROUND PLUMBING SEWER AND PL/CO TOP OUT PLUMBING TUB OR SHOWER PAN' GAS TEST O WATER HEATER SOLAR WATER FINAL MISCELLANEOUS CONDITIONED AIR SYSTEMS SOLAR HEAT O PATIO 0 POOL OSPA O SIGN O GRADING 0 DRIVEWAY FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 0 Wednesday • 0 fhursday 0 Friday 0 A.M. 0 P.M. (itp of CarIbab . REQUEST FOR INSPECTION RECORD INSPECTOR ___________________ PERMIT NO. 55 TIME: J2 _____________________ ____________________DATE: OWNER ADDRESS 1fMfrt REQUESTED BY PHONENO. ?3I J7(P' A __________________________ ________________ n BUILDING FOUNDATION 0 FOOTING O.SLAB REINFORCING STEEL MASONRY O GROUT. GUNITE O FLOOR AND CEILING SUB FRAME SHEATHING ROOFD SHEAR '4 <#RAME O EXTERIOR LATH O INSULATION O INTERIOR LATH OR DRYWALL FINAL PLUMBING UNDERGROUND PLUMBING SEWER AND PL/CO O TOP OUT PLUMBING TUB OR SHOWER RAN. O GAS TEST - O WATER HEATER SOLAR WATER 0 FINAL PERSON TAKING REPORT_________ ELECTRICAL TEMPORARY SERVICE UFFER GROUND ELECTRIC UNDERGROUND O ROUGH ELECTRIC POOL BONDING 0 ELECTRIC SERVICE 1 FINAL cC o -&-•t MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS SOLAR HEAT O PATIO 0 POOL OSPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday Thursday 0 Friday 0 A.M. 0 P.M. N (iritpnl Car1tab - REQUEST FOR INSPECTION RECORD - d TIME. INSPECTOR ____________________ PERMIT NO. 56 DATE: OWNER ADDRESS 1231 £1it4.sii., REQUESTED BY II 4t' PHONE NO. BUILDING O FOUNDATION 0 FOOTJNG- 0 SLAB REINFORCING STEEL O MASONRY GROUT. GUNITE O FLOOR AND CING SUB FRAME .0 SHEATH NGROOF 0 SHEAR X rR LW O EXTERIOR LATH 0 INSULATION O INTERIOR LATH OR DRYWALL 0 FINAL PERSON TAKING REPORT_____________ ELECTRICAL O TEMPORARY SERVICE UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 FINAL PLUMBING 0 UNDERGROUND PLUMBING O SEWER AND PL/CO TOP OUT PLUMBING 0 TUB OR SHOWER PANS 0 GAS TEST O WATER HEATER 0 SOLAR WATER 0 FINAL MISCELLANEOUS CONDITIONED AIR SYSTEMS O SOLAR HEAT DPATIO 0 POOL OSPA - 0 SIGN O GRADING 0 DRIVEWAY OFINAL 04;f SPECIAL INSTRUCTIONS Ready For Inspection: Monday 0 Tuesday 0 Wednesday 0 Thursday 0 Friday 0A.M. 0P.M. City of CarIbab REQUEST FOR INSPECTION RECORD . INSPECTOR . PERMIT NO. __________DATE: _P OWNER ADDRESS , REQUESTED BY . / PHONE NO. 2 41 BUILDING FOUNDATION 0 FOOTING 0 SLAB .0 REINFORQING STEEL MASONRY GROUT- GUNITE FLOOR AND CEILING SUB FRAME VSATHING -60F a SHEAR FRAME O EXTERIOR LATH INSULATION INTERIOR LATH OR DRYWALL 0 FINAL Ill, PLUMBING UNDERGROUND PLUMBING 0 SEWER AND PL/CO 0 TOP OUT PLUMBING TUB OR SHOWER .PAN GAS TEST O WATER HEATER 0 SOLAR WATER 0 FINAL PERSON TAKING REPORT____________ ELECTRICAL 0 TEMPORARY SERVICE UFFER GROUND 0 ELECTRIC UNDERGROUND O ROUGH ELECTRIC POOL BONDING ELECTRIC SERVICE FINAL c9 ( MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS O SOLAR HEAT O PATIO POOL 0 SPA 0 SIGN 0 GRADING DRIVEWAY - 0 FINAL I - I SPECIAL INSTRUCTIONS -. Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday 0 Thursday 0 A.M. 0 P.M. (itp 01 CarIbab REQUEST FOR INSPECTION RECORD INSPECTOR PERMIT NO. .s " DATE: OWNER ADDRESS 7€ ,,. REQUESTED BY YKO PERSON TAKING REPORT_____________ BUILDING O FOUNDATION 0 FOOTING 0 SL.AB REINFORCING STEEL MASONRY GROUT - GUNITE FLOOR AND CEILING SUB FRAME O SHEATHING 0 ROOF 0 SHEAR O FRAME EXTERIOR LATH INSULATION INTERIOR LATH OR DRYWALL 0 FINAL PLUMBING VUNDERGROUND PLUMBING SEWER AND PLICQ O TOP OUT PLUMBING O TUB OR SHOWER PANS GAS TEST - 0 WATER HEATER SOLAR WATER FINAL ELECTRICAL O TEMPORARY SERVICE UFFER GROUND ELECTRIC UNDERGROUND O ROUGH ELECTRIC POOL BONDING ELECTRI7SEV.XICE FINAL 1 0dt MISCELLANEOUS Ar 0 CONDITIONED AIR SYSTEMS 0 SOLAR HEAT pr 0 PATIO 0 POOL DSPA 0 SIGN 0 DRIVEWA" EiAL, SPECIAL INSTRUCTIONS I Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday Thursday 0 Friday 0 A.M. •O P.M. Pof CarIbab REQUEST FOR INSPECTION RECORD ' welt— TIME: INSPECTOR _ PERMIT NO. S'1 D OWNER ADDRESS - REQUESTED BY PERSON TAKING REPORT 15, BUILDING FOUNDATION 0 FOOTING b SLAB O REINFORCING STEEL f MASONRY ROUT-GUNITE O FLOOR AND CEILING SUB FRAM SHEATHING 0 ROOF 0 SHEA FRAME EXTERIOR LATH INSULATION O INTERIOR LATH OR DRYWALL FINAL .jp OS ELECTRICAL ¼.J 0 TEMPORARY SERVICE UFFER GROUND O ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC O POOL BONDING ELECTRIC SERVICE FINAL c4'I/t. QU/pa%7 PLUMBING UNDERGROUND PLUMBING SEWER AND PLICO O TOP OUT PLUMBING O TUB OR SHOWER PAN• 0 GAS TEST WATER HEAT-ER SOLAR WATER 0 FINAL MIS10ELLANEOUS 0 CONDITIONED AIR SYSTEMS O SOLAR HEAT O PATIO O POOL 0 SPA SIGN. O GRADING DRIVEWAY 0 FINAL SECIAL INSTRUCTIONS - Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday 0 A;M. 0 P.M. -- City of C.arsbab I.I #I I P1 ILl l P1 lII LI P1 #% PIF% rcwuu FOR INS E-C.FrION r.,ijni 00 INSPECTOR ____________________ PERMIT NO. _53_/• TIME: _______________________ / DATE: OWNER ADDRESS ts'%.5 , t&/ REQUESTED BY _____________________________ PHONE NO.. z PERSON TAKING REPORT_____________ BUILDING ELECTRICAL , FOUNDATION 0 FOOTING 0 SLAB 0 TEMPORARY SERVICE REINFORCING STEEL 0 UFFER GROUND O MASONRY 0 4LECTRIC UNDERGROUND O GROUT - GUNITE 0 ROUGH ELECTRIC FLOOR AND CEILING SUB FRAME 0 POOL BONDING .0 SHEATHING 0 ROOF 0 SHEAR 0 ELECTRIC SERVICE• 0 FRAME 0 FINAL 0 EXTERIOR LATH• - INSULATION 0 INTERIOR LATH OR DRYWALL FINAL 34 " 4/I —,---•- /Ad PLUMBING p,l9p SA__7W /4' m 0 UNDERGROUND PLUMBING SST€M 0 SEWER AND PL/CO , b O TOP OUT PLUMBING fl . DA tb O TUB OR SHOWER PAN 0 GAS TEST . 7 #4#I WATER HEATER / IflI F O SOLAR WATE yINA3 0 ) - 4RIvE 4 p-' 17f- ( SPECIAL INSTRUCTIONS . • • Ready For Inspection: 0 Monday 0 A.M. 0 P.M. Tuesday • 0 Wednesday 0 0 Friday Qitp of Car1bab REQUEST FOR INSPECTION RECORD S7 TIME: Z INSPECTOR __________________ PERMIT NO. -. _________ OWNER ADDRESS / / 7 c REQUESTED BY ___________________________ PHONE NO. _________________________ BUILDING REINFORCING STEEL MASONRY GROUT - GUNITE O FLOOR AND CEILING SUB FRAME O SHEATHING 0 ROOF 0 SHEAR FRAME O EXTERIOR LATH O INSULATION O INTERIOR LATH OR DRYWALL 0 FINAL PERSON TAKING REPORT_____________ ELECTRICAL O TEMPORARY SERVICE UFFER GROUND ELECTRIC UNDERGROUND ROUGH ELECTRIC 0 POOL BONDING ELECTRIC SERVICE 0 FINAL PLUMBING O UNDERGROUND PLUMBING I SEWER AND PL!CO TOP OUT PLUMBING TUB ORSHQWEAPAN GAS TEST . 5 O WATER HEATER O SOLAR WATER FINAL t MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS 0 SOLAR HEAT 4, DPATIO O POOL 0 SPA 0 SIGN 0 GRADING DRIVEWAY O FINAL SPECIAL INSTRUCTIONS - Ready For Inspection: O Monday 0 Tuesday 0 Wednesday XThursday 0 Friday 0 A.M. 0 P.M. Cjtp of Car1bab Df1IICT (D fl#'IDfl I rr uu'ir I U#i'I fl#JflUJ TIME- INSPECTOR INSPECTOR ____________________ PERMIT NO. s DATE: __ OWNER ADDRESS ( REQUESTED BY k) &Aft< -PHONE NO. - 9 3L-/ 76 Qf- BUILDING REINFORCING STEEL O MASONRY GROUT - GUNITE O FLOOR AND CEILING SUB FRAME O SHEATHING 0 ROOF 0 SHEAR O FRAME O EXTERIOR LATH INSULATION ;&Aar iNTERIOR LATH OR DRYWALL 'D FINAL PLUMBING UNDERGROUND PLUMBING O SEWER AND PUCO TOP OUT PLUMBJNG TUB OR SHOWER PAN O GAS TEST - O WATER HEATER SOLAR WATER FINAL - PERSON TAKING REPORT__________ ELECTRICAL O TEMPORARY SERVICE UFFER GROUND O ELECTRIC UNDERGROUND ROUGH ELECTRIC O POOL BONDING ELECTRIC SERVICE 0 FINAL MISCELLANEOUS O CONDITIONED AIR SYSTEMS DOLAR HEAT Cl PATIO 0 POOL 0 SPA OSIGN O GRADING O DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday 0 Tuesday Wednesday 0 Thursday 0 Friday 0 A.M. 0 P.M. Citp of Cartbab REQUEST FOR INSPECTION RECORD INSPECTOR Y3Q_7L_ PERMIT NO. _____________________DATE: ___________ OWNER ADDRES 4ELIVcs— \~-'0-0 %6ak REQUESTED BY PHWE NO. C— PPfNI TAkItJ( RPPflRT BUILDING O REINFORCING STEEL O MASONRY 0 GROUT ..GUNITE FLOOR AND CEILING SUB FRAME O SHEATHING 0 ROOF 0 SHEARS O FRAME EXTERIOR LATH INSULATION INTERIOR LATH OR DRYWALL FINAL ELECTRICAL TEMPORARY SERVICE UFFER GROUND ELECTRIC UNDERGROUND O ROUGH ELECTRIC POOL BONDING O ELECTRIC SERVICE FINAL PLUMBING MISCELLANEOUS - O UNDERGROUND PLUMBING 0 CONDITIONED AIR SYSTEMS SEWER.AND PLICO '€d 0 SOLAR HEAT TOP OUT PLUMBING 0 PATIO TUB OR SHOWER PAN J jrGRADING 0 POOL 0 SPA O GAS TEST 1 O WATER HEATER J O SOLAR WATER • FINAL IN SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday XT uesday 0 Wednesday 0 Thursday 0 Friday 0 A.M. 0 P.M. I I tp of CarIbab REQUEST FOR INSPECTION RECORD - INSPECTOR ______________________PERMIT NO. _____________________DATE: ___________ OWNER . ADDRESS Z-2-3i UTI1Tg7) REQUESTED BY 124Y./k PHONE NO. 31 74 0 BUILDING FOUNDATION 0 FOOTING %LAB REINFORCING STEEL O MASONRY GROUT - GUNITE O FLOOR AND CEILING SUB FRAME SHEATHING 0 ROOF 0 SHEAR O FRAME O EXTERIOR LATH 0• INSULATION 0. INTERIOR LATH OR DRYWALL FINAL I,. PERSON TAKING REPORT ELECTRICAL TEMPORARY SERVICE UFFER GROUND O ELECTRIC UNDERGROUND O ROUGH ELECTRIC 0 POOL BONDING O ELECTRIC SERVICE r0 FINAL PLUMBING UNDERGROUND PLUMBING SEWER AND PLICO TOP OUT PLUMBING 0 TUB OR SHOWER PANS GAS TEST WATER HEATER O SOLAR WATER FINAL MISCELLANEOUS CONDITIONED AIR SYSTEMS' O SOLAR HEAT O PATIO 0 POOL OSPA O SIGN 0 GRADING DRIVEWAY FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday 0 Thursday I('Friday 0 A.M. 0 P.M. PHONENO. PERSON TAKING REPORT_____________ ELECTRICAL O TEMPORARY SERVICE UFFER GROUND O ELECTRIC UNDERGROUND ROUGH ELECTRIC .0 POOL BONDING 0 ELECTRIC SERVICE 0 FINAL Ctp of Car&bab REQUEST FOR INSPECTION RECORD ô INSPECTOR ____ PERMIT NO. _________________ ___DATE: — OWNER _r1 ADDRESS REQUESTED BY BUILDING REINFORCING STEEL O MASONRY GROUT - GUNITE O FLOOR AND CEILING SUB FRAME O SHEATHING 0 ROOF 0 SHEAR O FRAME O EXTERIOR LATH 0 INSULATION INTERIOR LATH OR DRYWALL FINAL PLUMBING NDERGROUND PLU SEWE " R AND PLICQ 0 TOP CUT PLUMBING pP 0 TUB OR SHOWER PA 0 GAS TEST O WATER HEATER O SOLAR WATER 0 FINAL dI'CELLANEOUS CONDITIONED AIR SYSTEMS .0 SOLAR HEAT 0 PATIO PO 0 SPA ej'GRADING 0 DRIVEWAY FINAL. SPECIAL INSTRUCTIONS Ready For Inspection; 0 Monday 0 Tuesday 0 Wednesday 0 Thursday 0 A.M. 0 P.M. itp of, CarIbab REQUEST FOR INSPECTION RECORD TIME: OL) INSPECTOR )1/t1 PERMITNO. ___________________DATE: OWNER ADDRESS - REQUESTED BY NO. c?31 / o BUILDING FOUNDATION 0 FOOTING 0 SLAB O REINFORCING STEEL MASONRY GROUT - GUNITE FLOOR AND CEILING SUB FRAME O SHEATHING 0 ROOF 0 SHEAR O FRAME O EXTERIOR LATH INSULATION INTERIOR LATH OR DRYWALL FINAL PERSON TAKING REPORT_____________ ELECTRICAL I TEMPORARY SERVICE UFFER GROUND O ELECTRIC UNDERGROUND O ROUGH ELECTRIC POOL BONDING O ELECTRIC SERVICE FINAL lipOPd / PLUMBING ECU UNDERGROUND PLUMBING SEWER AND PL/CO O TOP OUT PLUMBING O TUB OR SHOWER PAN 0. GAS TEST O WATER HEATER SOLAR WATER FINAL rl 0 PATIO % O POOL 0 SIGN O GRADING O DRIVEWAY FINAL ED SPECIAL INSTRUCTIONS - Ready For Inspection: 0 Tuesday 0 Wednesday 0 Thursday 0 Friday 0 A.M. 0 P.M. / Citp of CarIbab REQUEST F INSPECTION RECORD TIME: INSPECTOR _______________________ PERMIT NO. ______________________DATE--5'-%7 OWNER ;2 REQUESTED BY 1' PHONE NO PERSON TAKING REPORT IF PLUMBING UNDERGROUND PLUMBING SEWER AND PL!CO O TOP OUT PLUMBING - TUB OR SHOWER PAN• GAS TEST WATER HEATER O SOLAR WATER FINAL SPECIAL INSTRUCTIONS -. - Ready For Inspectio Monday 0 Tuesday - 0 A.M. 0 P.M/ 0 Wednesday 0 Thursday 0 Friday 17 Citp it Carttiab ,4EST FOR INSPECTION RECORD - JZTOR PERMIT NO. ___________DAlE:______ OWN ER AD DRESS 3 BUILDING FOUNDATIQN 0 FOOTING, 0 SLAB REINFORCING. STEEL MASONRY - GROUT •GUNITE Ii FLOOR AND CEILING SUB FRAME SHEATHING 0 ROOF 0 SHEAR 0 FRAM EXTERIOR LATH O INSULATION 0 INTERIOR LATH OR DRYWALL FINAL PLUMBING UNDERGROUND PLUMBING 0 EWER AND PLICO O TOP OUT PLUMBING TUB OR SHOWER PAN• GAS TEST WA-TEA HEATER SOLAR WATER FINAL PERSON TAKING REPORT - - ELECTRICAL 0 TEMPORARY SERVICE .0 UFFER.GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC POOL BONDING O ELECTRIC SERVICE FINAL Po Il. ppw MISCELLANEOUS ( b CONDITIONED AIR SYSTEMS SOLAR HEAT 0 PATIO OPOOL OSPA DSIGN 0 GRADING DRIVEWAY IJFINAL SPECIAL INSTRUCTIONS - "--49aFoVi'nspectIon: 0 Monday AM. 0 P.M. KTqesday • - 0 Wednesday 0 Thursday 0 Friday Citp of Cartbab REQUEST FORINSPECTION RECORD INSPECTORN 4PERMIT NO. ADDRESS 22.31 REQUESTED BY ____________________________ PHONENO. PERSON TAKING REPORT_____________ BUILDING 0 FOUNDATION 0 FOOTING 0 SLAB REINFORCING STEEL O MASONRY GRO.UT - GUNITE 0 FLOOR AND CEILING SUB FRAME SHEATHING 0 ROOF 0 SHEAR O FRAME O EXTERIOR LATH O INSULATION INTERIOR LATH OR DRYWALL FINAL ELECTRICAL TEMPORARY SERVICE o UFFER GROUND o ELECTRIC UNDERGROUND O ROUGH ELECTRIC o POOL BONDING O ELECTRIC SERVICE o FINAL e - MISCELLANEOUS CONDITIONED AIR SYSTEMS SOLAR HEAT PATIO OPOOL OSPA 0 SIGN O GRADING O DRIVEWAY OFNAL, LJ" zç PLUMBING UNDERGROUND PLUMBING SEWER AND PUCd O TOP OUT.PLUMBING TUB OR SHOWER PAN GAS TEST WATER HEATER SOLAR WATER FINAL -(1/ SPECIAL INSTRUCTIONS Ready For InspectIon: 0 Monday 0 A.M. O4M. 0 Wednesday 0 Thursday 0 Friday .1 I F WE 14AVE -05Ja7-! OF RCP SToPtYL • DAI/4 LJME' • gu Ac-F-Os-S • W4P ii4 H pSaLS w)408 Sp4L'I$p1 e- CAUSE ThE( w4-oL-,l LI tO • I • C;ttpaIcarl*ab REQUEST FOR INSPECTION RECORD TIME: "34-7W INSPECTOR _____________________ PERMIT NO. DATE: OWNER - : ADDRESS c3f REQUESTED BY ____________________________ PHONE NO. 73/— / 7t C PERSON TAKING REPORT____________ BUILDING FOUNDATION 0 FOOTING 0 SLAB O REINFORCING STEEL MASONAY GROUT -•GUNITE O FLOOR AND CEILING SUB FRAME SHEATHING 0 ROOF 0 SHEAR O FRAME O EXTERIOR LATH Q INSULAtION O INTERIOR LATH OR DRYWALL 0 FINAL ELECTRICAL TEMPORARY SERVICE th UFFERGROJND 0 ELECTRIC IJNDERGROUNb 1 ,,, —R!nELECTRIC 0 POOL BNIG ko 1C tVICE d1J FINAL PLUMBING ( I MISCELLANEOUS UNDERGROUND PLUMBING 0 CONDITIONED AIR SYSTEMS SEWER AND PL/CO \ .. 0 SOLAR HEAT O TOP OUT PLUMBING 0 PATIO O TUB 0R SHOWER PAN . 0 POOL• 0 SPA O GAS TEST . 0 SIGN O WATER HEATER 0 GRADING 1 0 SOLAR WATER . 0 DRIVEWAY FINAL. . 0 FINAL I SPECIAL INSTRUCTIONS - - - Ready For InspectIon: 0 Monday tuesday 0 Wednesday 0 Thursday 0 Friday 0 A.M. 0 P.M. TIME: f_-.. City otQCartbab REQUEST FOR INSPECTION RECORD INSPECTOR _______________________ ______________________ NO. OWNER. PERMIT ADDRESS REQUESTED BY PHONE NO. ,4<t4t PERSON BUILDING FOUNDATION 0 FOOTING 0 SLAB REINFORCING STEEL MASONRY / GROUT .GUNITE FLOOR AND CEILING SUB FRAME 0. .SHEATHING 0 ROOF 0 SHEAR FRAME O EXTERIOR LATH INSULATION O INTERIOR LATH OR DRYWALL FINAL TEMPORARY SERVICE UFFER GROUND 0 ELECTRIC UNDERGROUND O ROUGH ELECTRIC O POOL BONDING O ELECTRIC SERVICE 0 FINAL ( I MISCELLANEOUS I PLUMBING - 0 UNDERGROUND PLUMBING SEWER AND PLICO - O TOP OUT PLUMBING TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER O SOLAR WATER FINAL 0 CONDITIONED AIR SYSTEMS 0 SOLAR HEAT. 0 PATIO .0 POOL OSPA 0 SIGN O GRADING DRIVEWAY FINAL SPECIAL INSTRUCTIONS Ready For-Inspection: 0 Monday . 0 Tuesday Af Thursday - = Friday 0 A.M. 0 P.M. Qitp at Car1bab REQUEST FOR INSPECTION RECORD INSPECTOR PERMIT NO. -DATE: ______ OWNER ,REQUESTED BY aNL JLJi)b PHONE NO. g31 I110 0 PERSON TAKING REPORT____________ BUILDING .• , FOUNDATION .0 FOOTING SLAB REINFORCING STEEL O MASONRY aj':..i V/cl GROUT - GUNiTE I '0 FLOOR AND CEILING SUB FRAME SHEATHING 0 ROOF 0 SHEAR 0 FRAME EXTERIOR LATH INSULATION INTERIOR LATH OR DRYWALL FINAL PLUM 0 UNDEROFIOU'UNG .0 TOP OU1 PL ' 1G . . O TUB OR SHOWER PAN O GAS TEST WATER HEATER SOLAR WATER 0 FINAL ELECTRICAL 0 TEMPORARY SERVICE 0 UFFER GROUND 0 ELECTRIC UNDERGROUND f4 0 SOUGH ELECTRIC 0 POOL BONDING ELECTRIC SERVICE FINAL MISCELLANEOUS CONDITIQNED AIR SYSTEMS SOLAR HEAT PATIO 0 POOL OSPA 0 SIGN 0 :GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS - -• Ready For InspectIon: 0 Monday 0 Tuesday 0 Wednesday 0 Thursday 'h4riday 0A.M. 0P.M. J . itp of (Cartbab REQUEST FOR iNSPECTION RECORD INSPECTOR PERMIT NO. OWNER ADDRESS gcp, :4Z%4 TIME: DATE:( - REQUESTED BY 1,1. JkHONENO. / / BUILDING O FOUNDATION 0 FOOTING 0 SLAB O REINFORCING STEEL O MASONRY GROUTGUNITE O FLOOR AND CEILING SUB FRAME SHEATHING 0 ROOF 0 SHEAR FRAME O EXTERIOR LATH O INSULATION O INTERIOR LATH OR DRYWALL FINAL PERSON TAKING REPORT_____ ELECTRICAL 0 TEMPORARY SERVICE 0 UFFER GROUND O ELECTRIC UNDERGROUND ROUGH ELECTRIC O POOL BONDING O ELECTRIC SERVICE FINAL - 4C .s A. ,.- (PLUMBING J ILNDERDUNl7PEUiBI NG JEVER AND PL/CO h TOP OUT PLUMBING O TUB OR SHOWER PAN O GAS TEST O WATER HEATER O SOLAR WATER FINAL L..J "MISCELLANEOUS ., I [pQrI I?LPATIoI O POOL! 'DSPA I 0 SIGN - 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday O Tuesday 0 Wednesday 0 Friday 0 A.M. 0 P.M. Q1itp o CarIbab . REQUEST FOR INSPECTION RECORD IM INSPECTOR -PERMIT NO. fc5c.. OWNER - - ADDRESS eJ c U5&14 . . REQUESTED BY /1 PHONE NO.. 4?31-/74o BUILDING FOUNDATION DFODTING 4LAB REINFORCING STEEL ( ) O MASONRY GROUT - GUNITE FLOOR AND CEILING SUB FRAME SHEATHING 0 ROOF .0 SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH OR bRYWALL FINAL . PLUMBING 0 UNDERGROUND PLUMING 0 SEWER AND PL!CO• TOP OUT PLUMBING TUB OR SHOWER PAN' D.GAS TEST 0 WATER HEATER 0 SOLAR WATER 0 FINAL - - 4 PERSON TAKING REPORT_____________ ELECTRICAL O TEMPORARY SERVICE 0 UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC O POOL BONDING O ELECTRIC SERVICE 0 FIN MISCELLA EOUS 0 CONDITIONED AIR SYSTEMS SOLAR HEAT PATIO 0 POOL OSPA t] -SIGN .GRADING DRIVEWAY :. FINAL ":- SPECIAL INSTRUCTIONS - Ready For Inspection.: Monday 0 Tuesday 0 Wednesday 0 Thursday 0 Friday 0A.M. 0P.M. city of Car1bab REQUEST FOR INSPECTION RECORD INSPECTOR . PERMIT NO. .1 OWNER ADDRESS ZZ5i (g4g e REQUESTED BY TIME:_______ DATE: PHONE NO. ( PERSON TAKING REPORT PLUMBING O UNDERGROUND PLUMBING SEWER AND PLICO O TOP OUT PLUMBING TUB OR SHOWER PANS 0 GAS TEST O WATER HEATER SOLAR WATER FINAL SPECIAL INST.RUcTION Ready For Inspection: Monday 0 Tuesday 0 Wednesday 0 Thursday 0 Friday 0 A.M. 0 P.M. 'p Cttp of CarIbab REQUEST FOR INSPECTION RECORD INSPECTOR - OWNER - ADDRESS __ REQUESTED BY PERMIT NO. BUILDING O FOUNDATION 0 FOOTING O SLAB O REINFORCING STEEL O MASONRY GROUT - GUNITE O FLOOR AND CEILING SUB FRAME O SHEATHING 0 ROOF 0 SHEAR O FRAME O EXTERIOR LATH O INSULATION O INTERIOR LATH OR DRYWALL FINAL PLUMBING UND GROUND PLUM SEWER AND PL/CO O TOP OUT PLUMBING O TUB OR SHOWER -PAN ' GAS-TEST WATER HEATER P&AR WATER FINAL SPECIAL INSTRUCTIONS ___•PHONE NO. Yc)/-/ 7 LJv L' PERSON TAKING REPORT)1 / - ELECTRICAL - 0 TEMPORARY SERVICE UFFER GROUND O ELECTRIC UNDERGROUND ROUGH ELECTRIC O POOL BONDING 0 ELECTRIC SERVICE FINAL p# Th!L#(tt1 ec"ic't -*tr' lit I1aZtLI/) 6P -0 CONDITIOFfE9 AIR SYSTB1 SOLAR HEAT Is/ID PATIO O POOL 0 SPA 0 SIGN O GRADING 0 DRIVEWAY O FINAL 1' FrIday Ready For Inspection: 0 Monday 0 Tuesday Wednesday 0 Thursday 0 A.M. 0 P.M. - Citp of CarLbab REQUEST FOR INSPECTION RECORD / TIME INSPECTOR - ec PERMITNO. ___________________DATE: OWNER ADDRESS 2 7t- --REQUESTED BY ..0.. i/ PHONE NO. gii-i 7/ cf BUILDING FOUNDATION 0 FOOTING 0 SLAB O REINFORCING STEEL O MASONRY - GROUT - GUNITE O FLOOR AND CEILING SUB FRAME SHEATHING U ROOF 0 SHEAR O FRAME EXTERIOR LATH O INSULATION INTERIOR LATH OR DRYWALL FINAL t.øi'i PLUMBING 0 UNDERGROUND PLUMBING SEWER AND PLICO TOP OUT PLUMBING TUB OR SHOWER PAN• O GAS TEST O WATER HEATER O SOLAR WATER FINAL PERSON TAKING REPORT ELECTRICAL O TEMPORARY SERVICE UFFERGAOUND O ELECTRIC UNDERGROUND O ROUGH ELECTRIC O POOL BONDING O ELECTRIC SERVI FINAL PAI , r4~/~ ~ 1' MISCELLANEOUS .0 CONDITIONED AIR SYSTEMS O SOLAR HEAT O PATIO 0 POOL OSPA 0 SIGN O GRADING O DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday A uday O Wednesday 0 Thursday 0 Friday I 0 A.M. 0 P.M. Citp at (LCarIbab REQUEST FOR INSPECTION RECORD TIME: / INSPECTOR /'*t1J PERMIT NO. OWNER ADDRESS c k REQUESTED BY . PHONE NO. PERSON TAKING REPORT_____________ BUILDING FOUNDATION 0 FOOTING 0 SLAB REINFORCING STEEL MASONRY GROUT .GUNITE O• FLOOR AND CEILING SUB FRAME SHEATHING 0 ROOF 0 SHEAR O FRAME - O EXTERIOR LATH INSULATION INTERIOR LATH OR DRYWALL FINAL PLUMBING / O UNDERGROUND PLUMBI SEWER AND PL/CO. TOP OUT PLUMBING / TUB OR SHOWER PAt3I GAS TEST - / O WATER HEATER / SOLAR WATER/ FINAL '—" ELECTRICAL O TEMPORARY SERVICE 0 UFFER GROUND ELECTRIC UNDERGROUND ROUGH ELECTRIC O POOL BONDING ELECTRIC SERVICE FINAL 2 'th • L?Y lMISC'LLANEOUS 0 CONDITIONED AIR SYSTEMS ffo SOLAR HEAT 0 PATIO DROOL OSPA t 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL / SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday 0 Thursday rIda; 0 A.M. 0 P.M. - Citp of ar1bab REQUEST FOR INSPECTION RECORD - TIME: INSPECTOR -. PERMIT NO. _____________________DATE: OWNER . ADDRESS . . ,Q4l77f7i,7,iQ I REQUESTED BY . PHONE NO. PERSON TAKING REPORT_____________ BUILDING . ELECTRICAL FOUNDATION 0 FOOTING 0 SLAB 0 TEMPORARY SERVICE O REINFORCING STEEL- 0 UFFER GROUND O MASONRY 0 ELECTRIC UNDERGROUND GROUT .GUNITE ( LE GH ELECTRIC D FLOOR AND CEILING SUB FRAME 0 POOL BONDING SHEATHING 0 ROOF Ii SHEAR SEP. , 19ELECTRIC SERVICE . .0 FRAME ' 0 FINAL 0- EXTERIOR LATH - INSULATION SING O INTERIOR LATH OR DRYWALL DfV ,9v&' 4167 FINAL oc A J271a - PLUMBING UNDERGROUND PLUMBING O SEWER AND PLICO 0 TOP OUT PLUMBING O TUB OR SHOWER PANS .0 GAS TEST WATER HEATER .0 SOLAR WATER OFINAL MISCELLANEOUS 'Tfr'CONDITIONED AIR SYSTEMS 0 SOLAR HEAT 0 PATIO 0 POOL OSPA 0 SIGN O GRADING 0 DRIVEWAY FINAL SPECIAL INSTRUCTIONS - Ready-For Inspection: 0 Monday 0 Tuesday 9kWednesday 0 Thursday 0 Friday 0 A.M. 0 P.M. itpof4artbab REQUEST FOR INSPECTION RECORD TIME: ____________ INSPECTOR . . PERMIT NO. _______________________DATE: OWNER ADDRESS cJ ,47h'6,4ZflO1 REQUESTED BY ____________________________ PHONENO. PERSON TAKING REPORT_____________ ELECTRICAL TEMPORARY SERVICE UFFER GROUN ELECTRIC UF)IftGROUND ROUGH E IIC 410, Y O POOL BG c 40 ELEC?ISERV : \\O4// PLUMBING UNDERGROUND PLUMBING SEWER AND PL/CO TOP OUT PLUMBING TUB OR-SHOWER PANE X. GAS TEST WATER HEATER SOLAR WATER O FINAL J MISCELLANEOUS - 0 CONDITIONED AIR SYSTEMS SOLAR HEAT 0 PATIO 0 POOL OSPA OSIGN • El GRADING 0 DRIVEWAY • 0 FINAL • SPECIAL INSTRUCT-IONS Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday • D'Thursday (Friday 0 A.M. 0 P.M. I- 40 PLUMBING 0 UNDERGROUND PLUMBING O SEWER AND--PL/CO TOPOUT PLUMBING O TUB OR SHOWER PANS GAS TEST WATER HEATER SOLAR WATER FINAL CON fEF1S O SOLAR H/ li/P 0 PATIO L 0 POOL 0 S 0 SIGN O GRADING 0 DRIVEWAY 0 FINAL Qtitp o. CatIbab .. REQUEST FOR INSPECTION RECORb' 34 ___________ f TIME:12' INSPECTOR - PERMIT NO. ______________________DATE: OWNER As / Qe. REQUESTED BY V PHONE NO. BUILDING • - O FOUNDATION 0 FOOTING El SLAB 0 REINFORCING STEEL - O MASONRY - GROUT - GUNIT. O FLOOR AN :CEILiNG SUB FRAME SHEATHING - SHEAR FRAME EXTERIOR LATH O INSULATION O INTERIOR LATH OR DRYWALL OFINAL PERSON TAKING REPORT ELECTRICAL TEMPORARY SERVICE UFFER GROUND ELECTRIC UNDERGROUND QGH ELECTRIC O POOL BONDING O ELECTRIC SERVICE 0 FINAL '- A SO47f ~V57° SPECIAL INSTRUCTIONS Ready Far Inspection Monday 0 Tuesday 0 Wednesday 0 Thursday 0 Friday 0 A.M. 0 P.M. LI Citp at CavIbab A REQUEST FOR INSPECTION RECORD &VYY) - TIME: INSPECTOR '1'1Q'L, PERMIT NO. s" DATE: OWNER ADDRESS Aa 3J IRod REQUESTED BY &=92 - . PHONE NO. 931' / 7.6 - PERSON TAKING REPORT_(!S BUILDING ELECTRICAL FOUNDATION 0 FOOTING 0 SLAB 0 TEMPORARY SERVICE REINFORCING STEEL 0 UFFER GROUND O MASONRY 0 ELECTRIC UNDERGROUND OGROUT - GUNITE cP6OUGH ELECTRIC FLOOR AND CEILING SUB FRAME 0 POOL BONDING • 7ATHING.D ROOF 0 SHEAR 0 ELECTRIC SERVICE FRAME L7/,Ah ,ti 0 FINAL O EXTERIOR LATH /avmt7s V0 INSULATION 04ng b INTERIOR LATH OR DRYWALL 414 7/d ' /47772,,e/0 0 FINAL • 1 •• ) e.744- 5/24esIc- po,l& e47 4 7b /3 fl/4)?D 'r7 er PLUMBING UNDERGROUND PLUMBING 0 CONDITIONED AIR SYSTEMS SEWER AND PL/CO j- 77S O TOP OUT PLUMBING TUB OR SHOWER PAN 0 POOL 0 O GAS TEST • 0 SIGN O WATER HEATER 0 GRADR'I SOLAR WATER 0 DRIVEWAY FINAL • • . 0 FINAL • SPECIAL INSTRUCTIONS - Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday • 0 Thtfrsday ,'Friday 0 A.M. 0 P.M. Citp otCartbàb : REQUEST FOR INSPECTION RECORD TIME: INSPECTOR —PERMIT / ____________________DATE: 8 OWNER ADDRESS REQUESTED BY 711)Q PHONE NO. _________ - . PERSON TAKING REPORT 1A, BUILDING ' ELECTRICAL FOUNDATION 0 .FOQTING 0 SLAB . 0 TEMPORARY SERVICE O REINFORCING STEEL 0 UFFER GROUND O MASONRY 0' ELECTRIC UNDERGROUND O GROUT - GUNITE 0 ROUGH ELECTRIC O FLOOR AND CEILING SUB FRAME 0 POOL BONDING SHEATHING 0 ROOF 0 SHEAR 0 ELECTRIC SERVICE O FRAME • 0 FINAL EXTERIOR LATH INSULATION O INTERIOR LATH OR DRYWALL 2 ti FINAL tj . &rtr 4hr MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS r O SOLAR HEAT OPATIO 0 POOL OSPA I . DSIGN El GRADING • O DRIVEWAY 0 FINAL / PLUMBING O UNDERGROUND PLUME SEWER AND PLICO TOP OUT PLUMBING O TUB OR SHOWER PAN• O GAS TEST - O WATER HEATER SOLAR WATER O FINAL SPECIAL INSTRUCTIONS____ Ready For Inspection: 0 Monday Tuesday 0 Wednesday 0 Thursday 0 Friday .0 A.M. 0 P.M. Citp of QCrIbab. REQUEST FOR INSPECTION RECORD - ' TIME: INSPECTOR _____________________ PERMIT NO. 3 DATE: OWNER - ADDRESS __________________PHONENO. REQUESTED BY ____________________________ PERSON TAKING REPORT____________ BUILDING FOUNDATION 0 FOOTING 0 SLAB REINFORCING STEEL MASONRY GROUT. GUNITE ILING SUB FRAME SHEATHING 0 ROOF 0 SHEAR O FRAME EXTERIOR LATH O INSULATION O INTERIOR LATH OR DRYWALL FINAL . s1. PLUMBING UNDERGROUND PLUMBING SEWER AND PLICO TOP OUT PLUMBING TUB OR SHOWER PAN - GAS TEST WATER HEATER O SOLAR WATER FINAL I ELECTRICAL I TEMPORARY SERVICE o UFFER GROUND o ELECTRIC UNDERGROUND KFRIOUGH ELECTRIC OOL BONDING o ELECTRIC SERVICE n IIWAI (9 / ~ ~ /11 ~ f-- a ( MISCELLANEOUS IJCONDITIONED AIR SYSTEMS •. ,SOLAR HEAT O PATIO O POOL 0 SPA SIGN GRADING DRIVEWAY FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday 0 Tuesday - 0 Wednesday 0 Thursday Friday 0 A.M. 0 P.M. 1titp at (trItjab. REQUEST FOR INSPECTION RECORD, TIME: INSPECTOR ___________________ PERMIT NO. ' ' ' DATE: OWNER ADDRESS / tQJ1.24jJiteJ REQUESTED BY OtLL2L) PHONE NO. ?31 - BUILDING O FOUNDATION .0 FOOTING 0 SLAB 0 REINFORCING STEEL 0 MASONRY O GROUT. GUNITE Cl FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR. O FRAME O EXTERIOR LATH. O INSULATION 4NTERIOR LATH OFL 0 FINAL L) / PERSON TAKING REPORT_____________ ELECTRICAL 0 TEMPORARY SERVICE UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC O POOL BONDING O ELECTRIC SERVICE FINAL lL.7I ,fl MiQf I ' 4 PLUMBING 71) Loll, UNDERGROUND PLUMBING O SEWER AND PL-/CO .r.v O TOP OUT PLUMBING 0 TUB OR SHOWER PAN. GAS TEST . WATER HEATER 0 SOLAR WATER FINAL I I SPECIAL INSTRUCTIONS - 71CQ DAI SYSTEMS PikTI SP to ..J0 SIGN( f 0 GRADING-Th • 0 DRIVEWAY- 0 FINAL c Ready For Inspection: 0 Monday 0 A.M. 0 P.M. 0 Tuesday ,Wednesday 0 Thursday 0 Friday (LCitp of CarIbab REQUEST FOR INSPECTION RECORD TIME: _________ INSPECTOR - PERMIT NO. OWNER ADDRESS REQUESTED BY BUILDING FOUNDATION 0 FOOTING 0 SLAB O REINFORCING STEEL 0 MASONRY GROUT - GUNITE FLOOR AND CEILING SUB FRAME O SHEATHING 0 ROOF 0 SHEAR K FRAME EXTERIOR LATH I'm1 INSULATION Tj 411-1 Ion LATH-9 DRYWAtT FINAL PLUMBING UNDERGROUND PLUMBING SEWER AND PL/CO TOP OUT PLUMBING TUB OR SHOWER PAN GAS TEST 'WATER HEATER SOLAR WATER FINAL 63 DATE:_____ (- /Q/. PHONENO. PERSON TAKING REPORT_____________ ELECTRICAL TEMPORARY SERVICE UFFER GROUND ELECTRIC UNDERGROUND '•1 ROUGH ELECTRIC POOL BONDING. ELECTRIC SERViC' FINAL ID\ w' MISCELLANEOUS CONDITIONED AIR SYSTEMS .0 SOLAR HEAT PATIO . 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY FINAL SPECIAL INSTRUCTIONS - Ready For Inspection: 0 Monday "Tuesday 0 A.M. 0 P.M. 0 Wednesday 0 Thursday 0 Friday itp of CarIa REQUEST FOR INSPECTION' RECORD / TIME:_____ INSPECTOR ________________ PERMITNO. DATE: OWNER h'5 ADDRESS REQUESTED BY PHONE NO. PERSON TAKING REPORT_____________ BUILDING FOUNDATION 0 FOOTING 0 SLAB REINFORCING STEEL O MASONRY GROUT - GUNITE O FLOOR AND CEILING SUB FRAME SHEATHING *O ROOF 0 SHEAR? O FRAME O EXTERIOR LATH O INSULATION INTERIOR LATH OR DRYWALL fl'FINAL PLUMBING O UNDERGROUND PLUMBING Ir SEWERAND PLICO TOP OU TUB OR SHOWER PAN . GAS TEST WATER HEATER 0 SOLAR WATER I FINAL ELECTRICAL O TEMPORARY SERVICE k UFFROUND 01 0 r VRIC UNDERGROU _ GH EL4.) r 11. POOLD G r$1SRVICE) I JIff .1 F1W p01 r J AcEE0 r0 '16NDITIONED AIR SYSTEMS OLAR HEAT PATIO 0 POOL DSPA 0 SIGN O GRADING O DRIVEWAY J - OFINAL - SPECIAL INSTRUCTIONS - Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday 0 Thursday )( Friday 0 A.M. 0 P.M. I Citp at QCatIbab REQUEST FOR INSPECTION RECe .0%WU..,t a TIME:_______ INSPECTOR ________________________ PERMIT NO. 0 DATE: OWNER. ADDRSS Z2/ REQUESTED BY . 741ye_ PHONE NO. PERSON TAKING REPORT_____________ BUILDING . ELECTRICAL O FOUNDATION 0 FOOTING 0 SLAB 0 TEMPORARY SERVICE REINFORCING STEEL 0 UFFER GROUND O MASONRY 0 ELECTRIC UNDERGROUND GROUT. GUNITE 0 ROUGH ELECTRIC O FLOOR AND CEILING SUB FRAME 0 POOL BONDING SHEATHING 0 ROOF 0 SHEAR 0 ELECTRIC SERVICE FRAME 0 FINAL afi EXTERIOR LATH . fL /jQ/-1 O INSULATION INTERIOR LATH LL p /q jkc' FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 SEWER AND PL/CO TOP OUT PLUMBING O TUB OR SHOWER PAN GAS TEST O WATER HEATEA SOLAR WATER 0 FINAL MISCELLANEOUS O CONDITIONED AIR SYSTEMS O SOLAR HEAT O PATIO O POOL 0 SPA 0 SIGN GRADING DRIVEWAY 0 FINAL r I SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday Tuesday 0 Wednesday . 0 Thursday 0 Friday 0A.M 0P.M •. BUILDING / 0FO(JNDATION0F60TINGSLAB O REINFORCING STEEL I "f 4i O MASONRY GROUT - GUNITE Y O FLOOR AND CEILING. SUB O SHEATHING 0 ROOF 0 SHEAR X5 FRAME /1 EXTERIOR LATH -. O INSULATION INTERIOR LATH OR DRYWALL ' FINAL PLUMBING UNDERGROUNb PLUMBING 0 SEVERAND PUCO O TOP OUT PLUMBING O TUB OR SHOWER PANS. O GAS TEST O WATER HEATER SOLAR WATER FINAL di Cttp of CarIbab L.ö/"7 REQUEST FOR INSPECTION RECORD 'INSPECTOR .. PERMIT NO. _________DATE _J3 OWNER ADDRESS , I REQUESTED BY PHONE NO. 7 /7 ,ç PERSON TAKING REPORT , ELECTRICAL OJMPORARY SERVICE UFFER GROUND O ELECTRIC UNDERGROUND ROUGH ELECTRIC Io POOL BONDING ELECTRIC SERVICE FINAL k Aj/j O I MISCELLANEOUS '0 CONDITIONED AIR SYSTEMS SOLAR HEAT PATIO 0 POOL OSPA 0 SIGN O GRADING DRIVEWAY / ) FINAL . Q~ , SPECIAL INSTRUCTIONS 01 Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday Thursday 0 Friday 0 A.M. 0 P.M. Citp of Carlobab REQUEST FOR INSPECTION RECORD TIME: _________ INSPECTOR ______________________ PERMIT NO. _____________________DATE: g j. OWNER ADDRESS 67-'- '1€ i REQUESTED BY / 2,A-677 PHONE NO. C,,, BUILDING FOUNDATION 0 FOOTING 0 SLAB 0' REINFORCING STEEL MASONRY GROUT - GUNITE 0 FLOOR AND CEILINGSUB FRAME O SHEATHING 0 ROOF 0 SHEAR. FRAME EXTERIOR LATH INSULATION O INTERIOR LATH OR DRYWALL FINAL PLUMBING O UNDERGROUND PLUMBING SEWER AND PL!CO TOP-OUT PLUMBING TUB OR SHOWER PAN GAS TEST WATER HEATER SOLAR WATER FINAL PERSON TAKING REPORT ELECTRICAL TEMPORARY SERVICE UFFER GROUND ELECTRIC UNDERGROUND A ROUGH ELECTRIC POOL BONDING ELECTRIC SERVICE FINAL - ;;oy- r(ItJ si MISCELLANEOU 0 CONDITIONED AIR SYSTEMS SOLAR HEAT c PATIO 0 POOL OSPA SIGN GRADING O DRIVEWAY FINAL / SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday 0 Tuesday Wednesday 0 Thursday 0 Friday 0 A.M. 0 P.M. LI / Citp at Cártbab ! REQUEST FOR INSPECTION RECORD INSPECi OWNER ADDRES REQUES PERSON TAKING REPORT BUILDING FOUNDATION 0 FOOTING 0 SLAB REINFORCING STEEL O MASONRY GROUT - GUNITE FLOOR AND CEILING SUB FRAME SHEUf4OOF 0 SHEAR /X1ERIORLATH INSULATION O INTERIOR LATH OR DRYWALL OFINAL PLUMBING O UNDERGROUND PLUMBING O SEWER AND PL/CO TOP OUT PLUMBING O TUB OR SHOWER PAN• GAS TEST O WATER HEATER SOLAR'WATER FINAL ELECTRICAL TEMPORARY SERVICE UFFER GROUND >O ELECTRIC UNDERGROUND _6UGH ELECTRIC POOL BONDING O ELECTRIC SERVICE FINAL zb0 r'L' r A lv~v L/I • MISCELLANEOUS CONDITIONED AIR SYSTEMS O SOLAR HEAT O PATIO O POOL 0 SPA SIGN ::: thAAIX FINAL I SPECIAL INSTRUCTIONS - Ready For Inspection: Monday 0 Tuesday 0 Wednesday 0 Thursday 0 Friday -Cl A.M. 0 P.M. EQUEST FOR INSPECTION. TIME: INSPECTOR______________________ PERMIT NO. DATE______________ OWNER - ADDRESS c3/ €C/7i717 I BUILDING I El FOUNDATION El REINFORCING STEEL El MASONRY• ElGROUT - GUNITE El FLOOR AND CEILING FRAME El SHEATHING EJ.FRAME O.EXTERIOR LATH çINSULATIoN I\ /tJ INTERIOR LATH OR DfrW-WALL El FINAL / ELECTRICAL I El TEMPORARY SERVICE o ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING 0 ELECTRIC SERVICE El CEILING HEAT O G.F.I. El SMOKE DETECTOR tl FINAL I PLUMBING . I cA i9< / f MISCELLANEOUS El UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING El TOP OUT PLUMBING 0 SEWER AND PL/CO El TUB OR SHOWER PAN c:j GAS TEST' El WATER HEATEI El FINAL Cl PLENUM. AND DUCTS El COMBUSTION AIR El PATIO LD SIGN El GRADING 0 DRIVEWAY Cl CONDITIONED AIR SYSTEMS El REFER PIPING Cl FINAL READY FOR INSPECTION: :o MONDAY. QtUESDAY 0 WEDNESDAY 0 THURSDAY 0 FRIDAY OA.M. .DP.M. I SPECIAL INSTRUCTIONS - - - - PHONE NO. - REQUESTED BY_ -PERSONTAKING REPORT - NIELEft €ONSTRUCTION COMPANY 3127 Jefferson St., San Diego, California 92110 Mail: P.O. Box 80367, San Diego 92138 Phone: 619 291-6330 TO: City of Carlsbad 1.200 Elm Cox1bad, California 92008 TRANSMITTAL/SUBMITTAL Date June 18, 1966 Job Number 1652 . Project T3:avO1e3 Subject AITC Certificate Subcontractor _1.1 .R. Timber Attention: WF ARE -SENDING YOU: Under Separate Cover Copy of Letter o Catalogs 0 Samples XAttached . Jj Shop Drawings o COPIES DATE . NO. DESCRIPTION - 1 5/23/86 AITcerjtjfjcate of. conformance Job lcation: 2231 Rutherford Road South Cast corner of Ruhercrt9 Th'br1 r. rM - r—.- THESE ARE TRANSMITTED as checked o Approved as submitted LJ For your action 0 For approval o Approved as noted E) For review and comment For, information/record o Revise and resubmit O Return -copies REMARKS: COPY TO W/ENCL. W/O ENCL. tT' 0 0 D0,170 VapDonhoel: . - ' ., BY NIELSEN CONSTRUCTION COMPANY C ER 1i F ICAT. E It a OF TIM9,. 4.1 :. IA1TCI OF QUALIFIED _ LICENSEE ENSEE /HE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES ...........that the products identified below and on attached sheets Nos._______________________ are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformanOe with applicable, provisions of American National Standard ANSI/AITC A 190.1-1983, StruquraI Ged Laminated Timber, and that such manufacture has been at our plant in , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of. Chapter 25 of the Uniform Building Code. JOB NAME: M.R. Timber . JOB LOCATION: ca.sbad, CA - CUSTOMER'S ORDER NO. PO #6176__. DATE 2/18/86 MFGRS ORDER NO. 57A J - -- -- 24r—V4, NP Glue, Indust. J SIGNATURE .1.L L1i r-z COMPANY American £1aminators, Inc. TITLE _Quality Control ADDRESS 203 46A, Swisshozne, OR DATE 5/23/86 '•.., A/TC /IEREB Y CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard that the adequacy of the quality ; control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of 'the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. MINE -• AITC Certificate No. 27173 A / - AMER•ICAN INSTITUTE OF TIMBER CONSTRUCTION © 1983 AMERICAN INSTITUTE OF TIM$ER CONSTRUCTION q c. IRVINE— (714) 951-868 Irvine Soils Engineering, Inc. Irvine GeOtechnical Consultants, Inc. SAN DIEGO —(619) 587-0250 San Diego Soils Engineering, Inc. San Diego Geotechnical Consultints, Inc. SAN BERNARDINO —(714) 884-8828 I .Highland.Soils Engineering, Inc. Highland Geotechñical Consultants, Inc. CALABASAS —(818)888-4994 . I. Coastal Valley Soils Engineering, Inc. Coastal Valley Géotechnical COnsultan*s, Inc. JOB NO. I CLIENT . DAY . DATE LOCATION . CITY WEATHER . PROJECT ENGINEER GENERAL LOCATION OF FILL PURPOSE OF FILL OR NATURE OF. STRUCTURE TO BE SUPPORTED . MAX DENSITY STANDARD 5 OTHER 0 LAYER_D(sEEFIL GENERAL CONTRACTOR. . GRADING OR EARTHWORK CONTRACTOR . . TODAY'S APPROX. YARDAGE GEN: CONTRACTOR'S SUPT.. . . • ___ .GRADING CONTRACTOR'S SUPT. OR'FOREMAN .:. . -. -• YARDAGE MOVED TO DATE . - _____________ SOURCE AND CLASSIFICATION OFFILLMATERIAL .:TECHNICIAN ... VISITORS . . . ..... . : . . - - EQUIPMENT USED FOR HAULINafILLING, COMPACTION, WATERING, ETC. FAILING TESTS, LIFT THICKNESS, OTHER REMARKS . . . . ..• . SPECIFIC LOCATION OF WORK PERFORMED . . . . . .Li"1E 6-Q) A Ce 127 GENERAL DESCRIPTION OF WORK PERFORMED -. . . ... . . .- -"c -135 "e4e 1-w 7') 'T4 f'I9.cIJor.21 . AREAS OF ADDITIONAL CONCERN . ADDITIONAL TESTS REQUIRED? NO 11 YES 13 WHERE? City at CarIbab .&.. .L.. REQUEST FOh INSPECTION RECORD Al INSPECTOR / / PERMIT NO.. TIME: _______________________ ______________________DATE: OWNER 7' i ADDRESS 2 2. 3/ &--- '? REQUESTED BY . . . PHONE NO. PERSON TAKING REPORT____________ BUILDING . ELECTRICAL - ,FOUNDATION 0 FQOTING 0 SLAB 0 TEMPORARY SERVICE REINFORCING STEEL 0 UFFER GROUND MASONRY 0 ELECTRIC UNDERGROUND GROUT - GUNITE . . 0 ROUGH ELECTRIC FLOOR AND CEILING SUB FRAME 0 POOL BONDIN9. O SHEATHING 0 ROOF 0 SHE 0 E VIC OFRAME . OFI O EXTERIOR LATH 0. INSULATION INTERIOR LATH OR YWALL 0 FINAL K II , v/o PLUMBING .'' v! O UNDERGROUND PLUMBING SEWER AND PL!CO TOP OUT PLUMBING TUB OR SHOWER PAN GAS TEST El WATER HATER SOLAR WATER FINAL v ( 1 MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS SOLAR HEAT 0 PATIO 0 POOL OSPA 0 SIGN GRADING DRIVEWAY FINAL SPECIAL INSTRUCTIONS . • iead orinspectiom 0 Monday 0 Tuesday 0 Wednesday ,'Thursday 0 Friday 0 P.M. JOB NO. CLIENT - DAY DATE LOCATION . crry C ? c cf c,9Th WEATHER y . PROJECT ENGINEER _ GENERAL LOCATION OF FILL PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED MAX DENSITY STANDARD OTHER 0 LAYER FILE) _0(SEE d,GENERL CONTRACTOR 'i'fr E is--- GRADING OR EARTHWORK CONTRACTOR .• TODAY'SAPPROX. YARDAGE _________________ GEN. CONTRACTOR'S SUPT. GRADING CONTRACTOR'S SUPT. OR FOREMAN YARDAGE MOVED TO DATE SOURCE AND CLASSIFICATION OF FILL MATERIAL TECHNICIAN / TIME CHARGED / rAPPROVED BY tYy /2. / 4( VISITORS • . . - -. . EQUIPMENT USED FOR HAULING, FILLING, COMPACTION, WATERING, ETC. • I FAILING TESTS, LIFT THICKNESS. OTHERREMARKS . SPECIFIC LOCATION OF WORK PERFORMED — t2T ~'i2i' I) fre'aTi . . • ' ?W L1f.- e c., ,, 5'cc7 / L_- t a) 6 ' , . . . I c— Z ig? .•c- GENERAL DESCRIPTION OF WORK PERFORMED (Oi1A • W,OgP !'-'. reii I AREAS OF ADDITIONAL CONCERN • • . •• SO1NALTESTSREQUIRED? NO 0 YES 0 WHE9E? • • • -. - -. . .. - • -. IRVINE — (714).951-8686 Irvine SoilsEngineering, Inc. Irvine Geotechnical Consultants, Inc. SAN DIEGO —(619) 587-0250 San Diego Soils Engineering, Inc. San Diego Geotechnical Consultants, Inc. SAN BERNARDINO —(714) 884-8828 Highland Soils Engineering, Inc. Highland Gedtechnical Consultants, Inc. CALABASAS - (818) 888-4994 Coastal Valley Soils Engineering, Inc. Coastal Valley Geotechnical Consultants, Inc. Wyman Testing Laboratories 20165 QUESTHAVEN ROAD ESCONDIDO, CALIF. 92025 (619) 744-0146 COVERING WORK PERFORMED DREINFORCED CONCRETE DTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE.STRESSED CONCRETE OREINFORCED GYPSUM DGLUE-LAM.FABRJCATION THE SPECIAL INSPECTOR OF -. 0 REINFORCED MASONRY - OPILE DRIVING DOTHER JOS ADDRESS 2231 Rutherford Lot 25 - FOR WEEK ENDING 4-18 i.86 OWP&ER OR POJCCT NAME - J.rave.Lers - ( UL..po; PERI$IT N • 5-554 PLAN FILE NO. CONS.TR. MAX'L.(TYPE.GRAEETC.1 "-.. iteiniorcing bteei. welding AC1I? PIIiC Assoc. Planners • DESIG-r4 STRENGTH ISOURGE OR MPR. EQ Hawiuns ENGINEER integrated Structural Design OESCBJOE MkT... MIX QEL71, 13E- &R..GR.WE J!LFGR.) .,nora iars Ab1IV1 A-(Ub (ir-bu GJ4ERAL CONtRACTQR i'n.eisen construction - Weld Plates ASTM A-36 CThDOIr REPORTED WORK ELW Electrode NR-311 Wire • AD RECEIVING & TESTING CONSTR. MATL SAMPLES __________________________________ WELDING INSPECTION 4-18 Visually inspected the flare bevel groove welding of chord bars to weld plate connections at the following locations; chord bars for all panels. Verified the carbon equivalent of reinforcing steel to be welded with mill certifióates, noting chord bars to be A-706 which require no pre-heat per AWS D1.4. Certified welders were observed for proper welding procedures and techniques. -. Completed welds were inspected for size, length, location, and unless other-wise noted are free of visible defects and in accordance with the approved plans and project specifications. • RECEIVED 44PR3 01986 CITY PP CARLSBAD Building Department CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS I A F STER CD INSPECTOR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS. & 4 4(j jZj3r Wyman Testing Laboratories 20165 QUESTHAN.RAD '. ." ESCONDIDO, CALIF. 92025 (619) 744-0146 RING WORK PERFORMED DREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY H REQUIRED APPROVAL BY DPRE.STRESSED CONCRETE OREINFORCED GYPSUM DGLUE4.AM.FABRICATION FTHEPECIAL INSPECTOR OF 0 REINFORCED MASONRY OPILEDRIVING DOTHER RESS 31 Rutherford Rd. Lot 25 NO. 86-131 FOR WEEK ENDING 4-4 t986 OWNER OR PROJECT NAME Travelers BLDG. PERMIT NO. A85-554 PLAN FILE NO. CONSTR. MA1L. (TVPE.GRADE.ETC.) Reinforced Concrete ARCTC.T PaHScific Assoc. Planners OE5IGN STRENGTH 3000 psi SOURCE OR MFGR Pre-Mix ENGINEER Integrated Structural Design 61 DESCRIBE MATL. (MIX DESIGN, RE-BAR GRADE & MFGR.3 Mix Design 50-0008 GENERAL CONTRACTOR Nielsen Construction Rebar ASTM A-615 Gr-60 CONTR. DOING REPORTED WORK Nielsen Construction LAB RECEIVING & TESTING CONSTR. MATL SAMPLES CONCRETE INSPECTION 4-3 Inspected the reinforcing steel installation for footing per detail 3 on sheet 5-8 of approved drawings. Verified dimensions of excavated locations. Checked locations of embedded items and sleeves. Inspected the placement and consolidation of 16 cubic yards of concrete, mix design # 50-0008 in the following locations; lines 1 thru 9 at N, M, L, H & G. - One set Of 3 test cylinders taken from line 8 at line N. Slump test results4't. Work inspected is in accordance with the project specifications, approved drawings, and the U.B.C. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS E OF REGISTERED INSPECTO" WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. o*rg OF REPORT REGISTER NUMBER KhL;tivtLj Atli( I I luau ft lIIAC IC•I LABORATORY MIMESMIMES880 GABLE WAY P EL CAJON, CA 92020 ENOINEEJIING LABORATORJ8, INC. (019) 6791358 REPORT OF CONCRETE . TESTS Mix No. 50-0008 PROJECT: TRAVELER'S SUPPLIER: PREMIX ADDRESS: 2231 RUTHERFORD TYPE of CEMENT: 1 & 2 ADMIXTURE POZZ322 CONTRACTOR: NIELSEN MIX DESIGN P.S.I.: 3000 SACK: 5.4 DESIGNER: PACIFIC. ASSOC. REQUIRED P.S.I.: PAGE NO,: DATE MADE 1ApIPJ - MP SLUMP AGE (DAYS) STRENGTH (P.S.I.) AGE (DAYS) STRENGTH (p.s.).) 3/21/86 FOOTINGS LINED @3 - 4.5 - 7 2 RESPECTFULLY SUBMITTED 'Wi lliam aflin 11S7Q I. ç 20165 QUESTHAVEN ROAD ESCONDIDO, CALIF. 92025 (619) 744-0146 - -COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE.STRESSED CONCRETE OREINFORCED GYPSUM DGLUE.LAM.FARRICATION DREINFORCED MASONRY OPILE DRIVING DOTHER 'r D23lI SSRutherf or.d ' N• 86-131 4-25 IRIS WNER ORPROJECT NAME - Travelers .51,00. PERMIT NO. o5-554 PLAN FILE NO. CONMMAX'I- (TYP C • C;) - ktei1ITUi- emen ARCHITECT iacixic Assoc. Planners DESIGN STRENGTH - f'c. 3000 ISOURCE OR MFGR. . j Pre-Mix E I EEfl - 'iiaid A. Karim DESRIqE MATI. L1IX DESJGN.RESAR GADE & Mr-CR.) Itebar A1M A-61b (jit-bO GRERL CONTACTOR • Nielsen (,onstruction Chord A-706 Gr-60 CWTR DOING REPORTED WORK Nielsen Lonstruction Mix Design #0-0008J LAB REIyING TESTING CONSTR. MATI. SAMPLES Pacizic Engineering -CONCRETE INSPECTION 4-23 Inspected the reinforcing steel installation for panels W- 1B, 2, 31. 34, 8-1, E -3.11,. 5 per detail listed on sheet S-6 of approved drawings. Verified member diniensions with inpiace formwork. Checked locations of embedded items and sleeves. 4-25 -Inspected the reinforcing steel installation for panels per detail listed on sheet 8-6 Of approved drawings. Verified member dimensions with inpiace formwork. Checked locations of embedded items and sleeves. Inspected the placement and consolidation of 250 cubic yards of concrete, mix design # 50-0008J in the following locations; all panels, all elevations. Two sets of 51 test cylinders :t1 from panel E-5 and E-2. Slump test results 4t1• Work inspected is in accordance with the appro%d drawings and I . . RECEIVED V • tpr/ MAY 141986 CITY OF CARLSBAD Building Department CERTIFICATION OF COMPLIANCE s HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE \EPoRTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & Z;L~ ic " CTO R SIGNATUjall-ITF-ROGISOCIR9D POOR QUALITY. ORIGINAL (S} Wyman Testing Laboratories 20165 QUESTHAVEN ROAD. ESCONDIDO, CALIF. 92025 (619) 744-0146 COVERING WORK PERFORMED DREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE 0 REINFORCED GYPSUM DGLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF OR EINFORCED MASONRY OPILE DRIVING DOTHER JOB ADORESS 2231 Rutherford Lot 25 Carlsbad - NO.86-132 IF0Rf5_23 ENDIN EEK 86 19 OW T R OR fiOJECT NAME. . ravei-ers NO. 1PLAN FILE NO. cO YEIf A11. ET sembly . MET 1B Assoc. Planners GESIGN STRENGTH 1SOURCE OR POOR. Mated Structural Design DCSR IRE MA TL. (MI .tructurai a &FRab Gr-B ri?NtNfuction Misc. Steel ASTM A-36 CONTR. DOING REPORTED WORK Electrode AWS E-7018 LAB RECEIVING ac TESTING CONSTR. MATL. SAMPLES Cert. Welders John Franks #3687 & Kenny 1ate WELDING INSPECTION 5-20 - Visually inspected the specified fillet welding for structural tube steel brace frame connections for the foundations and 2nd floor level at F-3, F-4, F-6, and F-7. Roof level at F- 3.5 and F-6.7. NOTE: that fillet welds at foundation level location F-6 and F-7, the underside of tube steel to transfer plate connection are approximately 3/16" in size plans call for 1/4" size. Notified general contractor representative of this discrepancy. RECEIVED JUN 51986 CITY OF CARLSBAD Building Department CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& c..2b4. Hi) 2 Wyman Testing Laboratories 20165 QUESTHAVEN ROAD ESCONDIDO, CALIF. 92025 (619) 744-0146 COVERING WORK PERFORMED DREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE.STRESSED CONCRETE DREINFORCED GYPSUM DGLUE.LAM.FABRICATION D5INFORCED MASONRY. OPILE DRIVING - DOTHER J0p.'DDRESS . . ( 2231 Rutherford Lot. 25J . NO. 86-131 FOR WEEK ENDING 5-9 i'86 OWNER OR PROJECT NAME . - avelers BLDG. PERMIT NO. 85-554 IPLAN FILE NO. I ore 'rut-up ACIE?IC Assoc. Planners DESIGN STRENGTH f ly 36 ksi SOURCE OR MFGR. . I . . ENGINEER Integrated Structural Design DESCRIBE MATL. (MIX DESIGN RE•UARGRADE & MFGRL Misc. Steel ASTM A-36 . . GENERAL CONTRACTOR Nielsen Construciton - Electrode E80-18 CONTR. DOING REPORTED WORK Ed Hawkins - -LAB RECEIVING & TESTING CONSTR. MAT'I.. SAMPLES WELDING INSPECTION 5-8 - .. .• Visually inspected the fillet welding of weld plate con- nections at the following locations; panels #Ei at Si, Si at S2, 3.2 at 33, S3 at 84, 84 at Wi, Wi at W2. Certified welders were observed for proper weldingS procedures and techniques. Completed welds were inspected for size, length, location, and unless otherwise noted are free of -visible-defects and in accordance with. the approved drawings. RECEIVED MAY 2fl986 CITY OF CARLSBAD Building Department CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS GNATEOEISTEOINSPECTOR WORK TO COMPLY WITH THE APPROVE-11 PLANS SPPr.IFItATIflNS R. i... Wyman • 20165 QUESTHAVEN ROAD Testing ESCONDIDO, CALIF. 92025 (619) 744-0146 Laboratories COVERING WORK PERFORMED DREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQ_APPROVAL BY DPRE.STRESSED CONCRETE DREINFORCED GYPSUM DGL.UE-LAM.FASRtCATION CIAL INSPECTO D.REINRçED MASONRY OpILE DRIVING DOTHER 4ÔB ADDRESS I - ( 2231 Rutherford Lot / NO. 86-131 FOR WEEI( ENDING 7-25 1986 ER OR PROJECT NAME .DLDG. PERMIT NO. JPLAN FILE NO. - C0N53R..MAT9.. (Tyr 11, MIT up Roox ARCNrr.Ec1 Pacific Assoc. Planners DESIGN STRENGTH • (50 CC0R MFGR. Con Glas ENGINEER Integrated Structural Design DESCcRIBE MArL. (MIX DESIGN, RE-BAR GRADE MFGR.3 on ___Base GENERAL CONTRACTOR - NielsenConstruction Con Ply CONTR. DOING REPORTED WORK A&RRoofing Con Cap LAD RECEIVING & TESTING CONSTR. MATL. SAMPLES Hot Asphalt ROOFING INSPECTION 7-21 Inspected the laying. o.f 1 pit felt by hot asphalt at 490 degrees to the North side. Workmen were observed periodically for proper side laps and hot asphalt distribution per manufacturer's and job specifications. 7-22 Inspected the application of the a'pproved mastic at vents, roof drains, sky lights and fire sprinkler flashing. Inspected the laying of -mineral surfaceap sheet and hot apshalt at approximâ.tely 58 lbs per sq. ft. to West side of roof. Workmen were observed periodically for proper side laps and hot asphalt distribution per manufacturer's and job's specifications. UNSCHEDULED CANCELLATION 7-23 Reported to project site for scheduled inspeótion. Due to conditions outside our control, scheduled work was cancelled without notice. No inspections were performed. RECEIVED \P' nr't' 06I 51986 CITY OF CARLSBAD . . Building Department CERTIFICATION OF COMPLIANCE : I. HEREBY CEATIPY THAT I HAVE INSPECTED ALL OF THE ABOVE l)f'4,44"j2 REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS SIGNATUROFEGISTEREDI#E5OR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO-BUILDING LAWS. DATE OFREPORT REGISTER NUMBER Wyman Testing Laboratories 20165 QUESTHAVEN ROAD ESCONDIDO, CALIF. 92025 (619) 744-0146 COVERING WORK PERFORMED DREINFORCED CONCETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE []REINFORCED GYPSUM DGLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY OPILE DRIVING DOTHER JOB ADDRESS . 2231 Rutherford Lot 25 NO. 86-131 FOR WEEK ENDING 7-25 1586 OWNER OR PROJECT NAME BLDG. PERMIT NO. PLAN FILE NO. Travelers 85-554 CONSTR. MATL (TYPE.GRADC.ETC.) Built up Roof (3 ply). ARCHITECT Pacific Assoc. Planners DESIGN STRENGTH SOURCE OR MFGR. I Con Glas . ENGINEER Integrated Structural Design DESCRIBE MA1"L..(MI* DESIGN, RE-BAR GRADE & MYGR.I GENERAL CONTRACTOR Con Base . Nielsen Construction CONTR. DOING REPORTED WORK Con Ply . . A & R Roofing LAD RECEIVING & TESTING CONSTR. MATL SAMPLES Con .Cap Hot- Asphalt .. . • ________________________________ ROOFING INSPECTION 7-24 Inspected the laying of, mineral surface cap sheet by hot asphalt at 485 degrees to approximately 58 lbs. per sq. ft. Workmen were observed continuously for proper side laps and hot asphalt distribution per marnifacturer's and job specifications. 7-25 . Inspected the laying of mineral surface cap sheet by hot asphalt at 480 degrees at approximately 58 lbs. per sq. ft. Workmen were observed continuously for proper side laps and hot asphalt distribution per manufacturer's and job specifications. NOTE: Contacted architect regarding roof material samples called out in the job specifications for material verification. Due to the extent of inspection, the suggested waiver of samples were approved. CERTIFICATION OF COMPLIANCE . I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE • La4--, REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS SIGNATUpE 0 REGI5TEREDNPECTOR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & ?/- C .I5'7 APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. DATE OF REPORT REGISTER MUMMER FtL,t.IVt I JW U 1. IU' , SOUTHERN CALIFORNIA SOIL AND TESTING, INC • 0280 RIVERDALE STREE1 P 0. BOX 2OE27 SAN DIEGO. CALIFORNIA 92120 (619) 2804321 165 WEST ORANGETHORPE, PLACENTIA. CALIFORNIA 92670 (714) 524-9130 74-831 VELIE WAY. PALM DESERT. CALIFORNIA 92250 (619)346-1078 878 ENTERPRISE STREET. ESCONDIDO, CALIFORNIA 92025 (619) 746-4544 JOB: SCST NO. S.I. DATE T.I. FE TRAVELERS • 8512095 26 5-15-86 ADDRESS: - BLDG. PERMIT NO. PLAN FILE NO. 2231 Rutherford 06327 Carlsbad ARCHITECT: TYPE INSPECTION: Pacific Associates Planners Structural Steel ENGINEER: MATERIAL INSPECTED: Integrated Structural Design Electrode: E7018 CONTRACTOR: Nielsen Construction CERTIFIED WELDER-: Rodney Gifford #85-1703 5-09-86 . Weld corner tie-plates per detail 6 (6 places). Matthew C. Jay Weld panel tie-plates per.detail 2 C 2 places). W-168 • • Weld panel tie-plates per detail 1 (4 places). Above welding completed this date. • JUNj01986 le - CARL 688 CITY DISTRIBUT.ION: (3) Wyman Entertses . . .. . :. SOUTHERN CALIFORNIA BOIL. AND TESTING INC. REVIEWED BY: •.• ..•__ - David J. Akers. R.C.E. #26815 T 1 RECEIVED JUN o 198& PACIFIC ENGINEERING LABORATORIES. INC. LAO*A1OIIY FACJLITIU 880 GABLE WAY EL CAJON, CA 92020 (619) 5798353 - REPORT OF CONCRETE TESTS Mix No. 500008 PROJECT: TRAVELER'S SUPPLIER: PREMIX ADDRESS: 2231 RUTHERFORD TYPE of CEMENT: 1 & 2 ADMIXTURE POZZ322 CONTRACTOR: NIELSEN MIX DESIGN P.S,I.: 3006 SACK: 5,4 DESIGNER: PACIFIC. ASSOC. REQUIRED P.S.I.: - PAGE NO,: DATE MADE ''. LOCATION SLUMP AGE (DAYS) 3TRENGTH (p.s.1.) AGE (DAYS) STRENGTH (p.s.i.) 3/21/86 FOOTINGS LINE D @ 3 4.5 2710 14 3540 28 4240 4/3/86 FOOTINGS LINE 8 0 N 4.0 15 4010 28 -4650 4/25/86 PANEL E-5 4.0 5 2400 ,2640 7 2650 V V V -_•• fT V.. RESPECTFULLY SUBMITTED V. Wii am G. CatHn. ..(.F. 1117Q r FAC 6 FIC ENGINEERING LABOJIAIOIIJgS, INC. RECElVELj J.Uü 4198 FACILIT118 e80 GABLE WAY EL CAJONI CA 9020 (619) 579.8853 - REPORT OF CONCRETE TESTS Mix No. 50-0008 PROJECT: TRAVELER'S .SUPPLIER: PREMIX ADDRESS: 2231 RUTHERFORD TYPE of CEMENTL 1 & 2 ADMIXTURE. POZZ 322 CONTRACTOR: NIELSEN MIX DESIGN P.5,1.: 3000 SACK: 5.4 DESIGNER: PACIFIC. ASSOC REQUIRED P.S.l.: PAGE NO,: DATE MADE LOCATION SLUMP AGE (DAYS) ITRENGTh (p.s.I.) AGE (DAYS) STRENGTH (p.si.) 3/21/86 FOOTINGS LINE D @ 3 4.5 7. 2710 14 3540 28 .4240 4/3/86 FOOTINGS LINE 8 @ N 4.0 15 4010 28 4650 4/25/86 PANEL E-5 .. •. 4.0 2400 6 2640 7 2650 4/30/86 FOOTING A @ 5 3.5 12 4140 12 4190 RESPECTFULLY SUBMITTED 'William G. Catlin. i1R7Q RECEJELI .::y. L. i PA IFIC S NO 1 NO 8 ft I NO- LABORATOR11186 INC. LADOMTORV PACIL!1'IEI 880 GABLE WAY EL CAJON, CA 92020 (619) 5794353 / -. REPORT OF CONCRETE . TESTS Mix No. 50-0008 : PROJECT TRAVELER'S SUPPLIER: PREMIX ADDRESS: 2231 RUTHERFORD TYPE of CEMENT: 1 & 2 ADMIXTURE: POZZ322 CONTRACTOR: NIELSEN . MIX DESIGN P.S,I.: 3000 SACK: 5.4 DESIGNER: PAçIFK ASSOC. .. REQUIREP P.5.1.: PAGE NO,: DATE MADE LOCATION_ - SLUMP AGE (DAYS) STRENGTH (p.s.i.) AGE (DAYS) STRENGTH (p.s.L) 3/21/86 FOOTINGS LINE @ 3 4.5 ____ 7 2710 14 3540 28 4240 4/3/86 . FOOTINGS LINE 8 @ N 4,0 15 4010 28 -4650 4/25/86 PANEL E-5 * . . 2400 2640 7 2650 28 r 3250? 4/30f86 • FOOTING A @ 5 .. •. 3.5 _____ - 12 4140 12 4190 28. 4420. 4/25/86 IPANEL E-2 . 4.0 5 2230: 6 2120 7 2300 2 jlAO AW • . . • _____ JUN 19.86. .. . cr11 T OF (ARLSI AD BuiIdJng )upartmei I1rtUuULLYbUMIJ Itt) 11 iam G. Catlin, .C.E. #11579 mcm-4--w F I C ENGINEERING LAEORA1111ES, INC. LAOM'1ORY. PACI!J?ZVS 880 GABLE WAY EL CAJON, CA 92020 619) 579.8863 RECEIVED J uk- i r9. - - REPORT OF CONCRETE TESTS Mix No. 508 PROJECT: TRAVELER'S SUPPLIER: PREMIX AD DRESS: 2231 RUTHERFORD TYPE of CEMENT: 11 2 . ADMIXTURE: POZZ322 CONTRACTOR: NIELSEN . . • MIX DESIGN P.S,I.: 3000 SACK: 5,4 r DESIGNER: PACIFIC. ASSOC. • REQUIRED P.5.1.: I PAGE NO,: DATE MADE LOCATION SLUMP AGE (DAYS) STRENGTH (p.si.) AGE (DAYS) STRENGTH (p.s.i.) 3/21/86 FOOTINGS LINE b@3 45 .7 2710 14 3540 28 4240 4//86 FOOTINGS LINE 8 @ N . 4.0 15 4010 - 28 4650 4/25/86 PANEL E-5. 4.0 2400 -•6 2640 7 2650 28 3250 - 4/30/86 FOOTING A @ 5 . . 3.5 12 4140 12 4190 4/25/86 [PANEL E-2 ______5 .2230 6 2120 .7 2300 .•28 3180 . _._•_• ; ..- • . or • __ . ___ /•( • ___ _. .__..____ _ .••. _• ... _ JUN986 .._CF Y OF RLSI A . • Building )epartmei t - RESPECTFULLY SUBMITTED I _ G. Catlin, E. #11579 'AAY 1111I f1!i1! ri4i 4811 VIEWRIDGE AVENUE SAN DIEGO, CA 92123 (619) 268-9699 F COVERING WORK PERFORMED DREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE.STRESSED CONCRETE DREINFORCED GYPSUM DGLUE-LAM.FABRICATION THE OREINFORCED MASONRY OPILE DRIVING DOTHER JOVAOORESS (2231 Rutherford Lot 25 S.., NO. 86-131 FOR WEEK ENDING 7-18 19 86 Ot(ER OR PROJECT NAME j Iavelers 1 BLDG. PERMIT NO. 85-554 PLAN FILE NO. CO N.STRM.&TL. (TVPE,G RADE.ETC.) J3u].lta -ROQf ARCH ITECT - Pacific Assoc.-Planners DESIGN STRENGTH JSOURCE OR MFGR. I ConGlas ENGINEER Integrated Structural Design DESCRIBE MArL. (MIX DESIGN. RE-BAR GRADE & MFGR.I Con Base Type II GENERAL CONTRACTOR Nielsen Construction Con Ply Type IV CONTR. DOING REPORTED WORK _ LAB RECEIVING & TESTING CONSTR. MATL SAMPLES___ Con Cap Class III Hot _AsDba.lt ROOFING INSPECTION 7-16 . Verified the materials to be used are as noted in applicable approved drawings, and project specifications. Visually inspected roof deck surface for loose debris and cleanliness. Inspected the laying of base sheet by nailing at 1211 intervals on the West side of roof. Workmen were observed periodically for proper side laps per job specifications. 7-18 Verified the materials to be used are as noted in applicable approved drawings, and project specifications. Inspected the laying of 1 ply felt by hot asphalt at 490 degrees in the following locations; East side of roof deck. Note: West side of deck had felt ply applied upon arrival. Workmen were observed continuously for proper. side laps and hot asphalt distribution per job specifications. RECEIVED. JUL 3 0 1986 CITY OF CARLSBAD Building Department CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS SIGNATLOWEI ECTOR - WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. DATE OF REPORT REGISTER PlUMBER FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 85554 DATE: 10-1-86 PROJECT NAME: ADDRESS: 2231 Rutherford PROJECT NO.: _________________ UNIT NUMBER: .. PHASE NO.: TYPE OF UNIT: CONSTR. OFFICE BLDG NUMBER OF UNITS: CONTACT PERSON: DAVE CONTACT TELEPHONE: 91-17fl INSPECTED DATE INSPECTED:/4<3,/ APPROVED _____ DISAPPROVED INSPECTED DATE BY:_______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED .4 INSPECTED DATE BY: _______________________ INSPECTED: ____________ APPROVED DISAPPROVED ALL DEPARTMENTS COMMENTS 167- 4 Rev. 1186 WHITE: Suspens N: Engineerin ANARY: Utilities PINK: Planning GOLD: Fire - FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 85 .554 DATE: 10186 PROJECT NAME: - ADDRESS: 2231 Rutherford PROJECT NO.: _________________ UNIT NUMBER: PHASE NO.: TYPE OF UNIT: CONSTR. OFFICE BLDG NUMBER OF UNITS: 0 CONTACT PERSON: DAVE CONTACT TELEPHONE: 931-17f0 INSPECTED DATE B' INSPECTED: APPROVED ______ DISAPPROVED INSPECTED DATE BY:._______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE .INSPECTED _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED ALL DEPARTMENTS Costa Real Municipal Water District /O//57?V'? 0CC. 2t) COMMENTS: Engineering Deoartrnent (619) 438-3367 EMUNIC Rev. 1186 WHITE: Suspense GREEN: Engineering CANARY: 1.1I148 PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION HECK NUMBER: 85-554 DATE: 10186 4 PROJECT NAME: P OCT 1986 & 2231 Rutherford ADDRESS: MAINr PnT. PROJECT NO.: _________________ UNIT NUMBER: PHASE NO.: TYPE OF UNIT: CONSTR. OFFICE BLDG NUMBER OF UNITS: CONTACT PERSON: DAVE CONTACT TELEPHONE: 931-1760 INSPECTED DATE jjtI BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED ______ ,DISAPPROVED ' INSPECTED DATE BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED ALL DEPARTMENTS COMMENTS: I Rev. 1186 WHITE: Suspense GREEN: EngineeringRY: UtIll INK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 85-554 DATE: 10446 PROJECT NAME: ADDRESS: 2231 Rutherford PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT: CONSTR. OFFICE BLDG NUMBER OF UNITS: CONTACT PERSON: DAVE CONTACT TELEPHONE: 9314760 4 INSPECTED,1 DATE .. BY: _________ INSPECTED: ___ APPROVED _____ DISAPPROVED INSPECTED DATE BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE. BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED ALL DEPARTMENTS .. COMMENTS: 1L..Q( A S "Lo A C Rev. WHITE: Suspense GREEN: Engineering CANARY:UtUities-PlNK: Planning GOLD: Fire p3D FIPJ&- Ro& pca&(. / L) 0 (e4 I7O#S 57-0,eM0C Afi2XtZF it) i7/,a-) &O3 FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 85554 DATE: 1O186 - PROJECT NAME: ADDRESS: 2231 Rutherford PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT: CONSTR. OFFICE BLDG NUMBER OF UNITS: CONTACT PERSON: DAVE CONTACT TELEPHONE: 9314760 INSPECTED 4 DATE INSPECTED: _16 I.Alfol __________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED ALL DEPARTMENTS COMMENTS/2LJ L/ 7ZJ42 6 Rev. 1185 WHITE: Suspense GREEN: Engineering CANARY: UtiIitIK: Planning LD: Fire. BNI FORM II BIA FORM 1486 INSULATION CERTIFICATION This is to certify that, in conformance with the current energy regulations (California Administrative Code, Title 25, State of California*) and approved plans, insulation has been installed in the building located at: Carlsbad City 2231 Street No. (If Available) ROOFS Type of Material Batt EXTERIOR WALLS Type of Material Batt CEILINGS BATTS: Type of Material Sq. Ft. Covered FLOORS Type of Material SLAB ON GRADE Type of Material - Width of Insulation REMARKS (if desired) San Diego County Rutherford Street Lot Number Tract No. DESCRIPTION OF INSTALLATION Manufacturer Manville Thickness 6,21" R Value** 19 Manufacturer Manville Thickness 347 R Value" 11 (Or Trade Name) - Manufacturer Thickness (Or Trade Name) Manufacturer Thickness (Or Trade Name) - Manufacturer Thickness (Or Trade Name) Inches Manufacturer - Thickness (Or Trade Name) BLOWN: Type of Material Manufacturer - Thickness (Or Trade Name) Wt/Bag Sq. Ft. Covered R Value" FOUNDATION WALLS (if required) Type of Material 0 z -J 1 w 0 z 0 z I- 0 0. ad II. 4 z 0 ad R Value" No. Bags R Value" R Value" R Value" General Contractor (Builder) Nielsen Construction License Number By Title Date Sub-Contractor (Insulation pplic to ) Dittemore Bros. , Inc • License Number 443847 (Insul , Masonry, Etc. (State "SAME" If same as General Contractor) By Title Vice President Date 10-2-86 rent Rutledge (California Administrative Code, Energy Insulation Standards, declares: EXCERPT from Sec. 19875 of the Health and Safety Code of the State "Compliance. Upon completion of the installation of insulation, a card of California: certifying that the insulation has been installed in conformance with the requirements of these regulations shall be completed and executed by "No certificate of occupancy or similar certification that a newly con- the insulation applicator and by the builder. This insulation compliance structed hotel, motel, apartment house, home or other residential card shall be posted at a conspicuous location within the dwelling.") dwelling is habitable shall be issued by such a building department unless the structure at least satisfies the minimum energy insulation ("A Value is the measure of the resistance of a material or building standards established pursuant to this chapter." component to the passage of heat. The resistance value (A) of mass-type insulations shall not include any value for reflective facing.) FORM 116 - PUBLISHED BY Q 6161W #04% ke. 3055 OVERLAND AVENUE. LOS ANGELES, CALIFORNIA 90034— (213)870.9011 °1982 1111111 Form 1486— © BUILDING INDUSTRY ASSOCIATION OF SOUTHERN CALIFORNIA, INC.. 1571 Beverly Blvd., Los Angeles, Calif. 90026— (213) 625-5771 Wyman Testing Laboratories 4811 VIEWRIDGE AVENUE SAN DIEGO, CA 92123 (619) 268-9699 COVERING WORK PERFORMED OREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE.STRESSED CONCRETE DREINFORCED GYPSUM DGLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY OPILE DRIVING DOTHER JOB ADDRESS 2231 Rutherford Lot 25 NO-86-131 FOR WEEK ENDING ID OWNER OR PROJECT NAME Travelers BLDG. PERMIT NO. 85-554 PLAN FILE NO. CONSTR. MATL(TYPE.GRADE.ETC.) - ARCHITECT Pacific Assoc. Planners DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Integrated Structural Design DESCRIBE MATL. (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR Nielsen Construction CONTR. DOING REPORTED WORK LAB RECEIVING & TESTING CONSTR. MATL. SAMPLES CERTIFICATION OF COMPLIANCE Wyman Testing Labs here-by certify that we have performed all the "Special Inspections" required by the local building department (i.e., concrete, welding, roofing, and asphalt) and have found this work to be in accordance with the approved plans, specifications, Permit No. 85-554, and applicable building code. d RECEIVED OCT 27 1986 CITY OF CARLSBAD Building Department CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. SIGNATI! E ;0F REGI TE$IED INSPECTOR C/ DATE OF P REGISTER NUMBER ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: //.- ,z-fc DAPPLICANT o JURISDICTION JURISDICTION: C4tLsI34t' OPLAN CHECKER []FILE COPY PLAN CHECK NO: - 0 DESIGNER PROJECT ADDRESS: EFJ 12 ' (f-/6E, C7 PROJECT NAME: 5&,i- CEiJTT The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply D with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies U identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: U Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: 6-_;tLS74V() PoC)67,,9_ Date contacted: /1 Telephone # IA) PEf&Z)AJ REMARKS: BY: fl9F DOfAJ7P ENCL:___________ ESGIL CORPORATION 1• ESGIL CORPORATION 9320 CHESAI'EAKE DR.. SUITE 208 SAN DIEGO, CA 92 123 (619) 560-1468 DATE: IIZ OAPPLICANT JURISDICTION JURISDICTION: []PLAN CHECKER [)FILE COPY PLAN CHECK NO: 5.-iL DLPs 0 DESIGNER PROJECT ADDRESS: Ru7fl(12pi2?1) RD Gie/ CT PROJECT NAME: CFJ7E! fl The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified - are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. fl The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: c?us y,q -o £, Po&eD- 5" (It 5crTj T 9,& D(&60 Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: TAI16' - 1Oc1CP'40 1 1V - Date contacted: Telephone #2 - 7?7f REMARKS:_________________________________________________ BY:/-Th3E DoL/5UTE ENCL:______________ ESGIL CORPORATION CITY OF CARLSBAD PLAN CHECK NO. 85-554 NOVEMBER 8, 1985 REMAINING ITEMS FROM ORIGINAL CORRECTION LIST. 583. Calculations submitted are for TMT, while plans show TJI. Please clarify. 614. Provide trap primers on floor sinks per Section 707 of UPC (at water heaters). 617. Provide gas line plans and sizing calculations, per Section 1219 of UPC. If you have any questions, please contact Abe Doliente of Esgil Corporation at (619)560-1468. Thank you. ESGIL CORPORATION 9320 CIIESAI'EAEE I)R., SUITE 203 SAN 1)IEG0, CA 92123 (619) 560- 1468 LI o JURISDICTION PLAN CHECKER 0 FILE COPY UPS 0 DESIGNER DATE: OCTOBER 1, 1985 JURISDICTION: CARLSBAD PLAN CHECK NO: 85-554 PROJECT ADDRESS: RUTHERFORD RD & GEIGER CT. PROJECT NAME: TRAVELERS - CARLSBAD The plans transmitted herewith have been corrected where El necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building coded when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's RIX copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. fl The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The FX applicant's copy of the check list has been sent to: Gustavo E. Poveda, 614 5th Avenue, Suite B, San Diego, CA 92101 Esgil staff did not advise the applicant contact person that plan check has been completed. I E9 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Gustavo E. Poveda Date contacted: InI7 f'') Telephone #239-7971 REMARKS: BY: Abe Doliente ENCL: ESGIL CORPORATION E - - . TO: Gustavo E. Poveda 614 5th Avenue, Suite B San Diego, CA 92101 Qtitp of Q1arIbab 1200 ELM AVENUE CARLSBAO, CALIFORNIA 92008 o APPLICANT COPY O CITY COPY 0 PLAN CHECKER COPY COMMERCIAL PLAN CORRECTION SHEET Plan Check Number 85-554 Site Address Rutherford Rd. & Geicrer Cour Owner Allar-Tec Inc. Building Code Applicable 1982 U.B.C. Occupant Load424 Stories, 2 Occupancy B-2 Use Type of Construction V-N Sprinklers: xxxYes No . Allowable Floor Area64,000 Actual 42,922 Basis for Area Increase2 stories, yard > 60' on 3 sides, Automatic sprinkler sysem Remarks Date Plans Submitted Date Plans to Plan Checker 9 /16/85 Date Initial Plan Check Completed 9 /3 0/85 ByAbe Doliente Applicant Contact PersonGustavo Poveda Tel.239-7971 FOREWORD: PLEASE READ This plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. 12) You may have other corrections based on laws and ordinances enforced by the Planning, Engineering and Fire Departments. For information regarding those departments, please contact Mr. Carter Darnell at (619) 438-5525. j The items below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1982Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 04. Please submit two sets of corrected plans and show on this list where corrections were made i.e. sheet, detail, etc..Return any original plans and documents that were returned to you by the city. The above items may be returned to the City Building Department or to Esgil Corporation at 9320 Chesapeake Dr., Suite 208, San Diego, CA 92123, telephone (619) 560-1468. 8/19/82 GENERAL P rovide the site address and a vicinity ketch on the Title Sheet. Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. All sheets of the plans and the first sheet of the calculations are required to be signed by the Califgrnia licensed Architect or Engineer responsible for the design. Please include the California license number and the date the plans are signed. e8" Indicate on the Title Sheet whether or not a grading permit is required for this project. 9 Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as 'not included' on the Site plan or Title Sheet. Provide a Building Code Data Legend - on the Title Sheet. Include the fol- lowing code information for each building proposed: Occupancy Group .15-11 Description of Use Type of Construction V-A) Sprinklers: ?es or No Y&6 Stories 2. Height 27 7 " Floor Area 42. Z 2 Justification to exceed allowable area in Table 5-C Justification to exceed allowable height or stories in Table 5-0 SITE PLAN .1-i. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, streets, existing and proposed buildings and structures, location of yards used for allowable increase of building area and dimensioned setbacks. Provide a statement on the site plan stating: 'All property-lines,-easements and buildings, both existing and proposed, are shown on this site plan'. 11 Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. '5. Clearly dimen3ion building setbacks from property lines, Street center- lines, and from all adjacent buildings and structures on the site plan. 14' Show and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. 1.7 Show on the site plan, or provide the grading plans., showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. i.e Show dimensioned parking layout including any required handicap access spaces. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. QAJ yg E/Q//i /f'L/C'? Tio&J /Z' ,1LLiq/-. TEC f/tJC, _YHf3 aLM,7E p Mff/U I BUILDING AREA. HEIGHr AND STORIES t' %flt'? flint VCYC Building Designation Type Construction Shown /- IV Number of Stories and Height 2 - n27 7 Basic Allowable Area Increases For Multi-Stories > For Yards>t'UFeet On 3 Sides X For Sprinklers ) 7- Total Allowable Area t4; 000 ActualArea Total 42 Area Separation Walls Yes (N o Yes No Yes No Yes No Yes No Over Area Yes yes No Yes No Yes No Yes No Over Height yes CRob Yes No Yes No Yes No Yes No Over Stories Yes Yes No I Yes No Yes No Yes No LOCATION ON PROPERTY O. When two or more buildings are on the Same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504(c). An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a single building. If this exception is used, show how the building(s) will comply with Section 505- ;-I . Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wall and opening protection of court walls, per Section 504(c). See possible exception. Please show how the court walls will be made to comply with Section 504(c). 2.2. The exterior walls less than _feet to a property line or an assumed property line, shall be _____fire- rated construction. Sect_ion _03(a) .23. Exterior walls shall have a 30 inch parapet when less than feet to a property line or an assumed property line. (see exception, Section 1709) 2.4. The exterior wall shall have protected openings (3/4 hour) when closer than feet to a property line or an assumed property line. Section 03(b) p. The exterior walls shall-have no openings when closer than feet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section 03(b) .21. Eves over required windows shall be not less than 30 inches from side and rear property lines. Section 504(a) Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710 #28. Projections may not extend more than 12 inches into areas where openings are not allowed. Section 1710 Projections over public property must comply with Chapter 45. 30. Projections may not extend more than one-third the distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where fire-resistive protection of openings is first required, whichever is least restrictive. Section 504(b) 3-1'. Fire-resistive exterior wall -construction shall be maintained through attic areas. Section 4304(c) ,32. When openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504(b) 3-T. A covered passageway connecting separate buildings must comply with the requirements for an arcade. Section 509 34'. Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305(i) 3 Exterior stairways shall not project into yards where protection. of openings is required. Section 3306(n) Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 feet above the court or yard grade. Openings shall be protected by fire- assenthlies having a rating of not less than three-fcurths-hour. Sectior 3302 definition and Section 3311(d) 41. Structual elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702 )8. Openings for scuppers, mechanical equipment vents, foundation vents and similar openings are not permitted in walls located where openings are prohibited and would have to be protected where openings are required to be protected. Table 5-A BUILOTNG AREA 39. Provide on the Title Sheet of the plans the code justification for exceeding the basic allowable area in Table 5-C. Section 506 0. When a building has more than one ' occupancy, the area shall be such that the sum of the ratios of the. actual area divided by the allowable area for each occupancy shall not exceed one. Section 503. r. As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C The total floor area of a multi-story building cannot exceed twice the basic area allowed by Table S-C after increasing the basic area, per Section 506 4Y. No single story can exceed the basic area allowed by Table S-C plus the increases allowed by Section 506. 44 Unless considered a separate story, the floor area of a mezzanine shall be included in calculating the area of the story in which it is located. A basement need not be included in the total allowable area, provided such a basement does not qualify as a story nor exceed the area permitted for a one story building. AREA SEPARATION WALLS 46'. Area separation walls may separate portions of a building and allow each portion to be considered a separate building, however, the area separation wall must be four-hour in Type I, II-F.R., III and IV buildings; and two-hour in Type II-one- hour, Type It-N and Type V buildings. Section 505(e)l 4, Openings in four-hour area separation walls are required to be protected with three-hour fire-resistive assemblies, and 1-1/2 hour fire- resistive assemblies in two-hour area separation walls. Section 505(e) If area separation walls do not extend to the outer edge of horizontal pro- jections. (balconies, roof overhangs, canopies, marquees and architectural projections) and the projecting elements contain concealed spaces, the wall shall extend through the concealed space to the outer edges of the projecting elements. The exterior walls, and projecting elements above, must b .of one-:hour con- struction on each side of the area separation wall for a distance equal to the depth of the projecting elements. Openings in the one-hour wells must be protected with three-fourth-hour assem- blies. Section 505(e)2 0. All area separation walls must extend in a continuous straight vertical plane from the foundation to a point 30 inches above the roof, but may terminate at the underside of the roof sheathing if the roof/ceiling is two-hour construction. si. Two-hour area separation walls may ter- minate at the roof sheathing provided that: A. Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less than one- hour fire-resistive construction for a width of not less than 5 feet on each side of the wall. S. Where roof/ceiling framing elements are perpendicular to the wall, the entire span of such framing and elements suporting such framing shall be of not less than one-hour fire-resistive construction. C. Openings in the roof shall not be located within 5 feet of the area separation wall. Section 505(3) No openings in the roof are permitted within 5 feet of a two-hour area separation wall if parapets are not provided. Section 505(e)3 ,46. Openings in area separation walls are limited to 25 percent of the length of the wall in each story. Section 505(e) - -- Area separation walls, which separate portions of buildings having different heights, may terminate 30 inches above the lower roof level, provided the exterior wall for a height of 10 feet above the lower roof is of one-hour fire-resistive construc- tion with openings protected by three- fourths-hour assemblies. As an alternate, the wall may terminate at the sheathing of the lower roof, provided roof/ceiling elements, if parallel to the wall, are one-hour construction for a 10 foot width along the wall at the lower roof; where the lower roof/ceiling elements are perpendicular to the wall, the roof/ceiling elemets shall be one- hour for the entire span. Section 505 (e)5. No openings in the lower roof are permitted within 10 feet of the area separation wall if parapets are not provided. Section 505(e)5 Show the basis for the approved fire- resistive construction elements for the area separation wall, parapet, and ceiling assembly if used in lieu of parapet. i.e. item number in Table 43A, B, C or U.L. Directory, etc. (Note that trusses require two layers of 5/8 inch Type 'X, per Gypsum Fire Resistance Design Manual, Item FC 5406) .56. See the attached article, "Area Separation Walls Revisited", and incorporate appropriate data and details on you: plans. 7. Provide complete details of the area separation wall(s) to show compliance with Section 505(e)1-5. 58. Provide a note on the plans stating: "Plumbing and conduit penetrations of the area separation wall shall be of copper or ferrous. No plastic pipe may penetrate the area separation wall". BUILDING HEIGHT/STORIES .59. Clearly show the maximum building height based on the definition in Section 409. ,O. Clearly show if the lower level is a basement or story, based on the definitions in Section 403 and 420. Plot the finish grade (adjacent ground level) on the elevations and dimension the distance to the floor above for story determination. See definition of grade, Section 408. AT. The height and number of storie cannot exceed that shown in Table 5-D. Show the code basis for the height/ number of stories as shown. 61. One additional story would be permitted beyond that shown in Table 5-0 if the building is sprinklered throughout and the sprinkler system is not other- wise required by Section 506 (area) or Section 508 (substitute for one-hour). Section 507 65. Towers, spires and steeples shall comply with Section 507, exception 1. FIRE-RESISTIVE CONSTRUeTION Where one-hour fire-resistive con- struction is required, an approved automatic sprinkler system, when not otherwise required, may be substituted for the one-hour construction. However, the fire sprinkler system shall not waive or reduce fire-resistive require- ments for: occupancy separations, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 and atriums constructed in accord- ance with Section 1715. Section 508 Provide details of the one-hour fire- resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, etc. ,61'. Maintain one-hour fire-resistive wall construction at built in wall fixtures and behind mailboxes, fire- exitinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 4304(e) 8. Detail and reference ICBO number or other approval for horizontal fire assembly using trusses. Section 430 3.(b)8 ,69. Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Section 4303(b)6 ,1(. Roof/ceiling and floor/ceiling assemblies must be of one-hour construction, detail fire assemblies on plans along with their ICSO number or other I.D. number from the Fire-Resistive Design Manual published by the Gypsum Assoc. or U.L. number or item number from Table 43-C. UBC .fl'. Detail water heater vents located inside fire-resistive wall con- struction or within fire-resistive shafts. J.2. Detail pre-fabricated fireplace flues within individual fire-resistive shafts and specify fire-stopping around fireplace, box opening. Section 4304(e) .. . . :..:_ .. ......... - I INTERIOR WALL AND CEILING FINISH Or' Foam plasticS shall not be used as interior finish except as provided in section 1712. When walls and ceiling are required to be fire-resistive or non-combustible, the finish material shall be applied directly against the fire-tesitive construction or to furring strips not exceeding 1-3/4 inches. The furred space shall be filled with inorganic or Class I material or fire stopped and not to exceed 8 feet in any direction. fr3. When finish materials are set out or dropped more than 1-3/4 inches from fire-rated walls or ceilings the finish material shall be Class I or sprinklered on both sides or attached to non-combustible backing or furring strips. 9.k; Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be non-combustible materials except in Types III and V construction. Where fire-retardant treated wood may be used. 8'. All interior wall or ceiling finishes less than 1/4 inch thick shall be applied directly against a non-combustible backing unless it is in accordance with an approved tested assembly. 6. Provide a note on the plans with the finish schedule that, 'Wall and ceiling materials shall not exceed the flame spread class- ifications in.UBC Table 42-B.' OCCUPANCY SEPARATION yr.A -hour occupancy separation is required between_______________________ occupancy and the occupancy. Table S-B, Section 503(d), Tables 43-A, B, C and Chapter 43 Administrative and clerical offices and similar rooms need not be separated for other occupancies provided they are less than 750 sq.ft., less than 25 percent of the floor area of the major use and not related to an H-1 or 11-2 Occupancy. Section 503(d) ja. Clearly identify location and hourly fire-resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 1706 4. Note on the plans that elevator doors must be constructed and installed in the same manner as a - hour fire assembly, even though elevator doors are not identified with fire labels.. 75. Detail column fire protection per Table 43-A in the USC and specify column impact protection in garage areas per SEction 4303(b)5. As a minimum, show a 22 ga. steel jacket around each column to a height of 3 feet above the ground for impact protection. 6. Structural members such as beams supporting more than one floor or roof must be individually fire protected. (Section 4303(b)6) Detail required protection. 27. Clearly specify minimum thickness of walls and slabs to provide hour fire-resistive rating per Table 43-3 and C. Clearly specify minimum cover for bonded reinforcing at fire-rated floors, fire-rated columns, fire- rated beams. Clearly specify minimum cover for prestressed Concrete tendons per Section 4303(c)3. ,7 If. Detail all, plumbing and electrical penetration at occupancy, area, corridor or other fire separation walls as specified in Section 4304(e). Detail all furred ceilings as required in Section 4203. Show fire-retardant treated wood where necessary. Clearly label and identify on the " plans the fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit courts less than 10 feet wide and exit enclosures, along with their hourly ratings. Section 302(c) Provide _-hour fie-resistive door assemblies in the _-hour occupancy separation. Section 503(c) $b. The required three-hour rated occupancy separation between 8-2 and B-I occupancies may be reduced to a two-hour rating when the 8-1 is limited to the storage of passenger vehicles, and the provisions of Section 702 are not applicable. Table 5-8 The two-houroccupancyIeparation may be further reduced to one-hour, if the aggregate area of 8-1 occupancy within the building does not exceed 3,000 sq.ft. Section 503(d) l. A B-i occupancyin the basement or first story of a building housing a group B, Division 2 occupancy may be classed as a separate building. The building above may also be considered a separate and distinct building for the purpose of area limitation, lim- itation of:nurnber of stories and type of construction ONLY if the following conditions are met: B-i is Type I Construction B-i/B-2 is separated by a three-hour occupancy separation C. 8-1 is restricted to passenger vehicle storage, laundry rooms and mechanical equipment rooms (No storage, recreation room, etc.) d. The maximum building height does not exceed the limits in Table 5-0 for the least type of construction The Type I Construâtion is required to have protected exterior wall openings when located within 20 feet from a property line. Section 1803(b) fr3. All ocenings in floors forming a three-hour separation shall be protected by vertical enclosures above and below the opening. The walls of such enclosures shall be not less than two-hour fire-resistive construction, and openings therein shall be protected by a one and one- half-hour assembly. Section 503(c), Tables 43-A. B. Cand Chapter 43 p.4. Structural members supporting an occupancy separation must have the game fire-resistive rating as the separation. Table 5-0. Section 503(d), Tables 43-A, B. C and Chapter 43 5. No openings are allowed in a four- hour fire-resistive occupancy separation wall. Section 503(c) 96" Openings in a three-hour fire- resistive separation shall be protected by a three-hour assembly, and openings may not exceed 25 percent of the length of wall in the story and no single opening shall exceed 120 sq.ft. Section 503(d), Tables 43-A, B, C and Chapter 43 A two-hour fire-resistive separation shall be not less than two-hour fire- resistive construction. Openings shall be protected by a one and one- half-hour assembly. Section 503(c), Tables 43- A, B, C and Chapter 43 A one-hour fire-resistive separation shall be not less than one-hour fire-resistive construction. Openings shall be protected by a one-hour assembly. Section 503(c), Tables 43- A, B, C and Chapter 43 .94. Occupancy separation wall penetrations must be either ferrous or copper and fire-stoppd. Steel electrical outlet boxes, not exceeding 16 square inches per 100 square feet of wall, may be installed and shall be separated by a hdrizontal distance of 24 inches when on opposite sides of a wall. Section 4304(e). 10_p. ire-resistive floors used for occupancy separation shall have openings for mechanical and elec- trical equipment enclosed in shafts per Section 1706. Clarify that wiring within concealed spaces complies with Section 4305(e). 102. Ducts penetrating one or two-hour occupancy separation walls must have fire dampers. A fire doer is required for three-hour separations. Section 4306(j) •.. ...•. .., -. . ..r..._... - . •.'-• ':r'-:-v' - v. Usable space under the first story, Ll'i. Total width of exits in feet shall when constructed of metal or wood, be not less than total occupant load shall be separated from the non-usable served divided by SO. Tributary space, and the story above, as required occupant load from basements and for one-hour fire-resistive construction stories above shall be per Section and the Eoor to the usable space 3303(b) and the maximum width shall be self-closing, of non-combustible required for any story shall be construction or solid wood core, maintained. not less than 1-3/4 inches in thickness. Section 1703 . ,,l2. No point in the building shall be more than 150 feet (200 if sprinklered) 1,04. Show the basis for the rating of from an exterior exit, horizontal exit, the occupancy separation you propose, enclosed stairway or exit passageway, i.e., Item number in Tablet43A, 8, measured along the path of travel. This C; Gypsum Fire-Resistive Design Manual; may be increased 100 feet if last 150 U.[.., etc. feet is in a corridor. Section 3303(d) (See exceptions) EXITS Double acting doors are not allowed In all occupancies, floors above the when serving a tributary occupant first story having 10 or more occu- load of more than 100, or when part pants, shall have not less than two of a fire assembly, or part of smoke exits. Section 3303(a) and draft control or when equipped with panic hardware. Section 3304(b) W6. Exits should have a minimum separation -' Exit doors should suing in the direction of one-half the maximum overall diagonal of egress when serving occupant load dimension àf the building or area served, of 50 or more. Section 3303(d) See Section 3303(c) doors_______________________________ 17r. The maximum number of required exits Exit doors should be openable from the and their required separation must be inside without the use of a key, special maintained until egress is provided knowledge, or effort. Section 3304(c) from the structure. [Note that exit doors serving 10 or less Section 3303(a) occupants may. have a night latch, dead .161. Where a required exit enters a yard, bolt, or security chain per Title 24 2-3303(c).) the yard must lead to a public way. Section 3301 PIC Exit doors should be a minimum size of .09. Where required exits enter an exit . 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf court (see definition, Section 404 and width is 4 feet. Section 3304(e) 3301), the exit court must discharge into a public way or exit passageway. 1,1-7. The net dimension (clear width) at door- The exits from the exit court shall ways should be used in determining exit comply with Section 3311 requirements widths required by Section 3302(b). for width, number, and protection Section 3304(e). In consideration of . of walls and openings. . door thicknesses, panic hardware, door U(. Easements require two exits. Section swing etc., the required exit widths have not been furnished. See door_ 3303(a) a P4,. Regardless of occupant load, a floor or Landing not more than 1/2 inch below the threshold is required on each side of an exit door. Section 3304(h) 16. Doors should not project more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in anyposition. Section 3305(d) i;o Revolving, sliding and overhead doors are not permitted as exir.'doors. Section 3304(9). A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of travel, to less than one-half the required width of the stair- way. Section 3306(g) Minimum exit court width is 44 inches. Section 3311(b) 121. Change in width in an exit court shall be effected gradually by a guardrail at least 36 inches high and making an angle of not more than 30 degrees with the axis of the court. Section 3311(b) Walls of exit passageways shall be without openings except exits and shall have walls, floors and ceilings of the same fire-resistance required for the building, with a minimum one-hour fire-resistive construction. Exit openings in the walls shall be protected by a three-fourths-hour assembly. Section 3312(a) Ramps required by Table 33-A shall not exceed 1:12; other exit ramps 1:8. Ramps steeper than 1:15 shall have handrails as required for stair- ways. Minimum size landings and landing clearances must be provided. Section 3307 PC Stairway width must be at least 44 inches when serving more than 50 occupants; 36 inches when less than 50; 30 inches when used as a private stairway serving less than 10. occupants. Section 3306(b) Section 3301(b) J,27. Seventy eight inch minimum headroom clearance for stairways should be indicated on the plans. Section 3306(p). Note that this is from a plane tangent to the stairway tread nosings. . Stairway handrails should not pro- ject more than 3-1/2 inches into the required width. Trim may not project more than 1-1/2 inches. Section 3306(b) ,29. Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction. 2 x @ 16" D.C. nailers. Section 3306(m)(n) ).36. Landings should not be reduced in width more than 7 inches by a door when fully open. Where doors open over landings, the landing shall have a length of not less than 5 feet. Section 3306(g) and Section 3304(h) 1-31. Stairways from upper levels which extend below the level from which eqress from the building is provided, shall have an approved barrier to preclude exiting into such lower levels. Section 3306(h) & 3309(e) p.2. Vertical distances between stairway landings are limited to 12 feet. Section 3306(i) 133'. All interior stairways and ramps shall be enclosed. An enclosure is not required if serving only one adjacent floor and not con- nected to stairs or corridors serving other floors. Section 3309(a) 14. Stairway riser must be 4 inches minimum and 7-1/2 inches maximum and minimum run shall be 10 inches except in winding, circular or spiral stairways. Section 3306(c) Winding and spiral stairways are permitted only in residential occupancies. Section 3306(d) 136' Stairways should be enclosed as specified ' in Section 3309: Two-hour fire-resistive walls are required in buildings of Type I and II-F.R. Construction, and in all buildings over four stories, and one-hour elsewhere: Only exit doors are allowed to open into exit enclosures. Doors should be labe1ed one an one-half-hours or one-hour fire assemblies. Exit enclosures should include a corridor on the ground floor extending to the exterior. Fire-resistive construction should be asrequired for the exit enclosure, including protected openings. Only exit doors are permitted to open into the corridor. An approved barrier is required at the ground floor to prevent people from accidentally con- tinuing to the lower level. Usable space is not allowed under the stairs. Occupied floors more than 75 feet above the highest grade should have all exits from the building in smoke-proof enclosures. Section 3310(b) P8. In buildings four or more stories, one stairway must extend to the roof. Section 3306(o). It must be in a smoke-proof enclosure in buildings over 75 feet in height. A first story as allowed by Section 702 shall be included in determining the number of stories when deter- mining if a stairway to the roof is required. Section 3306(o) Handrails are required on each side of stairways. Stairways required to be more than 88 inches wide shall have intermediate handrail. Stairways not over 44 inches wide may have one handrail if not open on both sides. Private stairways (I tenant), 30 inches or less in height, may have one hand- rail. Handrails shall be 30 inches to 34 inches above nosing of -treads and be continuous and, except for private stairways, at least one rail shall extend 6 inches beyond top and bottom risers. Handrail ends shall be returned or shall terminate in a newel post or safety terminal. Section 3306(j) 14'. The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 3306(j) 1,44. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the required stairway width. Section 3306(g) W. Openings in the exterior wall below or within 10 feet horizontally of an exterior exit stairway in buildings over two stories shall be protected by a self-closing assembly having a three-fourths-hour rating, unless two separate exterior stairways serve an exterior exit balcony. Section 3306(1) CORRIDORS 1.45. Corridors, and exterior exit balconies, serving 10 or more occupants must be a miniir.wn 44 inches wide and 7 feet high to the lowest projection. Section 3305(b) 14. When a corridor or exterior exit balcony is accessible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305(f) Corridors serving 30 or more occupants shall have walls and ceilings of one- hour construction except: Corridors greater than 30 feet wide when the occupants or areas served by the corridor have an exit independent from the cor- ridor. Exterior sides of exterior exit balconies. Section 3305(g) 4(. One-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic-closing by action of a smoke detector per Section 4306(b), doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305(h) 1N1'. Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area ot the corridor wall of the room which it is separating from the corridor. Such openings shall be pro- tected by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305(h) 0148- Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306(]). Viowports in 20 minute rated corridor doors cannot exceed 1 inch in diameter and must have 1/4 inch thick glass and metal holder that will not melt at 1700eF. Section 3305(h) Provide a complete architectural section of, the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, roof and all penetrations. Section 3305(g) Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. Section 3305(g) 15I Corridor walls may terminate at the ceiling only if the ceilin4 is an element of a one- hour fire-resistive floor or roof system. Section 3305(g) ).51. See attached details for approved methods of providing one-hour corridor construction. 154. When two exits are required, dead and ' corridors and exit balconies are limited to'20 feet. Section 3305(e) J55. Exterior exit balconies Cannot be located in areas where protected openings are required. Section '3305(i) - EXIT SIGNS (J,jj) Exit signs are required for exits serving an occupant load exceeding 50. Show all required exit sign locations. Section 3314(a) Show that exits are lighted with at least one foot candle at floor level. Section 3313(a) Show that the power supply for exit illumination and exit signs is provided by two separate circuits. (Occupant load exceeds 50 in I occupancies, 100 in H occupancies and 300 in all others). Section 3313(b)l L5c. Show separate sources of power for - exit illumination and exit signs. (Occupant load exceeds 999 in A-i, 500 in A-2/2.1, 150 in churches, 100 in I's,. 500 in 3-2 occupancies). Section 3313(b)2 36'6. The exit sign locations as shown are not adequate. ELEVATORS Provide notes and details to show the elevator will comply, with Sections 5101 through 5105. GLASS AND GLAZING ..... ........ 162. Specify on the window schedule the glass type and thickness to show compliance with Table 54-A and B. 16'. Glass in doors or within 12 inches of doors is required to be safety glazing. Section 5406(d) j,.64. Glass in excess of 9 sq.ft. with the lowest edge less than 18 inches above a walking surface shall be safety glazing or shall have a horizontal member not less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface. - - tr"' •'' '... FIRE EXTINGUISHING . ,149. Fire sprinklers are required on any story or basement when the floor area exceeds 1,500 sq.ft. and there is not provided at least 20 sq.ft. of opening entirely above the adjoining ground in each 50 lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one aide and the opposite side is more than 75 feet away. Section 3802(b) Fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802(b) ),81. Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or-more floors shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802(b) Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq.ft. on any floor or 24,000 sq.ft. on all floors. Section 3802 L83. Provide fire sprinklers_________________ Section 506, 507, 508 or 3802. See also Jurisdiction Ordinance. 1)4' When serving more than 100 sprinkler heads, automatic sprinkler systems shall be super- vised by an approved central, proprietary or remote, Station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location. Provide class standpipes per Section 3807. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3806 TITLE 24 HANDICAPPED ACCESS AND ENERGY CONSERVATION 86. Provide notes and details on the pins to show compliance with the enclos9'ed Handicapped Access and Energy Conser- vation check lists. ROOF A fire-retardant roof covering is required. See exceptions under Section 3202(b) Specify roof pitch. 161. Roof pitch is not adequate for roof ' covering specified. Specify minimum pitch of L6á. Specify roof material and application. Specify ICHO, UL or other recognized listing approval number for roof mater- ials not covered inlj8C. 1)0 Specify roof slope for drainage or design to support accumulated water. Section 3207(a) .7I. Show roof drains and overflows. Size drains per Appendix D of UPC. Section 3207(a) J.fl. Show the legal basis to allow roof drainage to flow on to the adjacent property. Draft stop roof/ceiling area, attics, mansards, overhangs, false fronts and similar to limit area to 3.000 sq. ft. or 60 LI' (9,000 sq.ft. and 100 LF, if sprinklered). Section 2516(f) 8-2 and 3-4 occupancies with over 50,000 sq. ft. of undivided area and H occupancies over 15,000 sq.ft. of single floor area shall have smoke and heat vents per Section 3206. 1,7'. Provide skylight details to show com- pliance with Section 3401 and 5207 or provide ICHO or other recognized approval listing. 1'7. Provide plastic roof panel details to show compliance with Section 5206 or provide IC3O or other recognized approval listing. Y776 Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if a least 50 percent of -the required vent is at least 3 feet above cave or cornice vents. Section 3205(c) 178. Provide a minimum 22" x 30" (or 30" x 30" if equipment is in attic) attic access opening. Section 3205(c) ___ PQv1/D6 'r/o/Js ir MLL Lo,) 7A)D hrt6JL Akii /+T P&L •C C-'S '. / Dimension foundations per Table 29-A. I MJUS(ROV Iptaora I cOT5O I IV T1( I fl..CkNt*O u. iu—1 I I wrw OV POO!Vl I I I5NtS1 IO,OT..OI I I Pm ULD I I @IIOU I 1 I I MAJCPWV I I l 66II2I.1I21 I i I I I 7 I L 3 fiol iol.iulil 24J 1.00. Show foundation sills to be pressure treated, or equal. Section 2516(c)3 Show foundation bolt size and spacing. Section 2907(e). O2. Specify size, ICBO number and manufac- turer of power driven pins. Show edge and end distance and spacing. Section 306(f) 03. Show size, embedment and location of hold down anchors on foundation plan. Section 2303(b)4 204': Note on the plan that hold down anchors must be tied in place prior to founda- tion inspection. 05. Show adequate footings under all bearing walls and shear walls. Section 2907(d) 206': Show stepped footings for slopes steeper than 110. Section 2907(c) OI. Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516(c)2 308. Show pier size, spacing and depth into undisturbed soil. Table 29-A 209': Show minimum under floor access of 18 inches by 24 inches. Section 2516(c)2 2,10 Show minimum under floor ventilation equal to 1 sq.ft. for each 150 sq.ft. of under floor area. • Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516(c)6 1' Specify that posts embedded in concrete shall be pressure treated per UBC Standard No. 25-12. Section 2516(c)1 FOUNDATION Provide a copy of the project soil report prepared by a California licensed Civil Engineer. The report shall include foundation design recommendations based on the engineers findings and shall comply with UBC Section 2905. Specify on the foundation plan or structural specifications sheet the soil classification, the soil expansion index and the design bearing capacity of the foundation. Provide a letter. from the soils engineer cortfirminq that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommen- dations in the soil report are properly incorpor- ated into the plans. (when .required by the soil report) ,0. The foundation plan does not comply with the following soil report recommendation (s) for this project:__________________________ 6) Provide notes on the foundation plan listing the soils report recommendations for foundation, slab and building pad preparation. C19 2) Note on the foundation plan that:"Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that: a. the building pad was prepared in accordance with the soils report; b. the utility trenches have been properly backfilled and compacted, and; C. the foundation excavations, forming and reinforcement comply with the soils report and approved plan". Provide spread footings for concentrated loads designed for 1,000 psf soil bear- ing or per bearing value as determined by an engineer or architect. Chapter 29 391. Show height of all foundation walls. Chapter 23 Show height of retained earth on all foundation walls. Chapter 23 1,96. Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29 Note on the plans that wood shall be 6 inches above finish grade. Section 2516(c)7 Note on plans that surface waer will drain away from building and show drain- age pattern and key elevations. Section 2905(f) MATERIALS ob. Specify minimum 28 day concrete strengths used in structure elements. Indicate cement type, maximum gallons of water per sack of cement, and maximum aggregate size used, or specify that a design mix will be provided. s61. Specify grout mortar mLds and minimum strengths required for each. 5p'L Specify minimum strength of masonry con- struction used in design. 5,1D3. Specify type and *grade of masonry units used. 5,04. Provide specifications for reinforcing steel. 50!f. Provide specifications for structural steel. Provide specifications for pipe and struc- tural tubing. W. Provide specifications and manufacturer of ' structural steel decking. SU. Provide welding rod designations for all ' welding. 50. Provide bolt specification and indicate bolt connection type for steel assembly. Provide specifications for all grades of sawn lumber used in construction. SI. Specify combination symbol and species of wood laminations for glued laminated beams. Table 25C 2. Specify that an A.I.T.C. Certificate of Conformance for glued laminated members will be provided to the Building Inspector prior to their erection. 513. Specify on plans that continuous special inspection is required for_______________ STRUCTURAL 1. The building is loca€ed in seismic zone The value of I in formula V.11CSKW should be . Sec. 2312(c) 511. The value of K in formula V-ZICSKW should be ____ since the framing system does not qualify for X__________________ used in design. See U.S.C. Table 23 1 rs. The Site period S should be 1.5 unless substantiating geotechnical data is pro- vided to allow a lower value. Sec. 2312 (d) Z7. Clarify how the building period was de- termined. 518. The importance factor (I) should be for this building. U.B.C. Table 23K 5'19. The 20 pound per square foot partition load should be included in building weight M. At each level 555umc 1/2 is tribu- tary to floor (or roof) above, and 1/2 is tributary to floor below for determining Wx. Sec. 2312(c) 5,20. Include 251 of storage live load in the weight of the building at the appropriate floor level. Sec. 2312(c) The total horizontal force lv) must be distributed over the height of the build- ing in accordance with U.S.C. Formulas 12-6 and 12-7. Sec. 2312(e) 27. Show that wind load does/dces not govern lateral force design. Sec. 2303(f); Sec. 2312(a) 52. Wind loading should be based upon exposure C unless justifying data is presented to use Exposure S. Sec. 2311(c) 5.24. Design roof members for uplift forces (wind) with due consideration for lateral support of compression elements of flex- ural members. U.S.C. Table 23H. 525. The building has a physical or a dynamic setback. See additional corrections which follow. Limit the lateral deflections or story drift to .005 times the story height. Provide calculations for the deflections and multiply by the factor 1.0/K to ob- tain story drift. (1.0/K shall be not less than 1.0) See 2312(h) 57. Distribute horizontal force tributary to each line of resistance in accordance with the relative stiffness of shear resisting elements on that line. Sfl. Building elements are required to be de- signed using a value of CO as set forth in Table 233. This will apply to 524. Exterior elements must comply ith USC .formula 12-8 (chapter 23) and Sec. 2312(j) 3c. Connectors must be designed for one and one-third times the above forces. Fasteners must be designed for four times the above forces. Sec. 2312(j)3c 5,30. Wood shear walls may not.be used to resist horizontal forces contributed by masonry or concrete in buildings over 1 story in height. See 2525(b) 531. Wood diaphragms may not be used in rotation except as provided in U.B.C. Sec. 2513(a) Distribution of horizontal forces for de- termining diaphragm shear and collector forces shall be in accordance with U.S.C. Formula 12-9, Chapter 23. 513. Show drag struts (collectors) to shear resisting elements and Connection details. Provide calculations. 34. Provide a rotational analysis. Diaphragm is considered rigid. Sec. 2303(b) 5,3f. Accidental torsion based upon 51 of max- imum building dimension must be added to the actual torsion resulting from eccen- tricity between center of mass and center of rigidity. See 2312(e)4 536. Suspended ceiling systems shall be designed for lateral forces (Cp-.30 & minimum Wp - 4 pounds per square foot.) usc Table 233 Call Out nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Show that the attachment for gypsum wall- board or stucco shear walls will have fasteners to studs, plates, and blocking. Table 47-I, footnote 2. 5.39 The shear values for shear walls of stucco or gypsum wallboard are not cumulative with the shear values of other materials applied to the same wall. Sec. 4713(a). Maintain maximum diaphragm dimension ratios for shear walls and horizontal diaphragms. UBC Table 251, Sec. 4713(d). .41. Specify common wire nails for plywood dia- phragms and shear walls. UBC Table 253 5,52'. Specify plywood grade and show plywood pattern for floor and roof diaphragms. UBC Table 253 543. Gypsum lath and plaster, gypsum sheathing board and gypsum wall board shall not be used in vertical diaphragms to resist forces tributary from masonry or concrete construction. Sec.4713(b) S. Provide calculations to determine the num- ber size, and spacing of anchor bolts and hold down anchors required to transfer lateral forces in wood shear walls to the foundations. Show on foundation plan. _ Anchorage of concrete and masonry walls should comply with U.S.C. Sec. 2310. Where anchorage of masonry or concrete walls exceeds 4 ft. spacing, provide calculations for the horizontal element spanning between anchor locations. Sec. 2310 A1. Diaphragms supporting concrete or masonry walls are required to have continuous ties between diaphragm chords, or use sub dia- phragms and provide calculations therefor. Sec. 2312(j)20 $41. Where wood diaphragms provide lateral support for concrete or masonry walls, an- chorage shall not be accomplished by toe- nails or nails subject t0 witfldzawl nor shall wood framing be used in cross grain bending or tension perpendicular to the grain. Sec. 2312(j)3A 49. Framing elements not required by design to be part of the lateral force resisting system shall be investigated and shown tu be adequate for vertical load carrying capacity and an induced moment due to 3/IC times the destortions resulting from code required forces. Sec. 2312(j)10 5O. Braced frames and connections are required to be designed for 1.25 times code pre- scribed lateral forces tributary thereto. Sec. 2312(j)LG. SM. A 1/3 stress increase is -not permitted for the design of connections of braced frame members. Sec. 2312()lD. 551: Relative rigidities of masonry shear walls must be determined using a Modulus of Elasticity equal to 1000 f'm for all walls even though Special inspection is not pro- vided. Table 24H Concrete shear walls shall be designed for .90 + 2E, and 1.4 (D+L) + 25.(Ultimate load). Sec. 2627(a) 5,54. When calculating shear stresses, masonry shear walls shall be designed to resist 1.5 times the code prescribed lateral forces. U.S.C. Table 2411, footnote 3. 5.51. Add tributary seismic load from the weight of the shear wall to shear and overturning- moment calculations where mass of walls parallel to the direction of lateral force has not been included in V (V-ZICSKw). Note deinition of W in Sec. 2312(c) 5.56. Provide overturning calculations for shear resisting elements. Sec. 2303(b) 3. SSI. Check footings for maximum allowable soil pressure resulting from lateral forces applied to shear walls. 558. Clarify how lateral forces from build- ing are resisted at foundation level, or other level which provides reaction to shear resisting elements. . Sec. 2303(b)4 55(. Reinforced concrete frames used as shear resisting elements must be designed as ductile frames regardless of IC value used (V-ZICSKW). Sec. 2312(j)lc. 5)0'. Concrete frames used in the perimeter ( line of vertical support are required to be ductile momenting resisting space frames. Sec. 2312(j)1C 61. The moment resisting steel frame must qualify as a ductile frame. Sec. 2312(j)1A Clearly reference-and cross reference de- tails on the plans, sections, elevations, etc. Sec. 302 Detail all beam-to-column, column-to-foot- ing and beam-to-beam connections. $81. Floor design should include a 20 pound per square foot partition load in addition to dead load plus live load. Sec. 2304(d) 5fi!f. Table 23-A requires that-floors be designed for a ______ pound concen-trated load distributed over 2-1/2 foot square area. Check resulting shear and flexural stresses with load applied at appropriate location to result in maximum stresses. Sec.2304(c) Sd. Exitways (corridors, balconies, stairs, etc.) are required to be designed for 100 pounds per square foot live load. Table 23-A 67. Motor vehicle storage areas shall be designed for wheel loading. Specify max- imum vehicle weight allowed. Sec. 2304(c) 56(. The live load reductions used have not been based upon proper tributary area. Sec. 2306 5)9. The live load reductions taken do not comply with the limitations set forth in Sec. 2306. 57O. Interior walls and partitions exceeding 6 feet in height must be designed for all applied loads but not less than 5 pounds per square foot applied perpen-.dicular to the wall. Sec. 2309 .7f. Provide calculations for deflection of structural members and show that com- pliance with Section 2307 is provided. Load combinations for the design of structural members should be in accor- dance with Section 2303(f). 7I. Garages for the storage of private pleasure motor vehicles should be de- signed for a minimum 2.000 pound wheel load. Sec. 2304(c) 57C Justification is required that sufficient slope or camber is provided to assure roof drainage after long term dead load deflection occurs. In lieu thereof, roofs must be designed for weight of ponded water. Sec. 2305(f) i1andrails/guardri1s are required to be designed for a horizontal force of_______ pounds per lineal foot applied at top of rail. Table 235 Ceiling framing is required to be designed for minimum vertical load of 10 pounds per square foot. Table 235 571. Show size, spacing, and direction of span for floor,ceiling, and roof framing members, including headers, girders and beams. ,5-78. Floor joists and rafters shall be pro- vided with lateral support as set forth in Section 2506(g) Provide 3 x 4 studs (or 2 x 6) in first story of three story buildings. Table 25-R-3 a6. Show double floor joists under bearing partitions which are parallel with floor joists. Provide complete roof framing details, show hip and valley member sizes and how they are supported. Show location of all rafter purlins and how they are braced. 581 Provide rafter ties at 4 feet maximum spacing where ceiling joists are not paralled to rafters. Sec. 2517(h) (803 Provide truss details, manufacturer and truss identification appropriate for this specific project. Provide truss calculations. Show appropriate bearing and post support for trusses. 586. Show double top plate with minimum 48 inches lap splice. Sec. 2517(a) Provide fire blocking at, floors, ceilings, coves, and midhaight of walls over 10 feet in height. Sec. 2517(f) 88. Provide draft stops for double staggered studs and concealed spaces such as man- sard roof construction. Sec. 2517(t) P9. Provide calculations and details of girder trusses and show how they are supported. 390. Clarify how trusses transfer load (vertical and lateral) to top plate of bearing walls or to other support. 011 Note on the plans the truss manu- facturers recommended bracing to re- sist and/or transfer lateral forces or movement will be 1n place prior to a frame inspection. Allowable stresses in glued laminated members and/or sawn lumber over 12 inches in depth must be adjusted in accordance with a depth reduction factor. Sec. 2511 Cd) and 2504(c)5. Note on the plans that "wood floor and roof sheathing placement and nailing must be inspected and approved before covering." 094 Show 1/2 inch minimum clearance between top plate of interior partitions and bottom chord of trusses. Bolted connections exposed to weather are limited to 75 percent of allowable loads set forth in Table 25-F. UBC Std. 25-17. 96. Show a nailing schedule on the plans. Table 25-Q. Structural masonry piers with a width of less than 3 times the pier thickness should be designed and reinforced as for columns. Sec. 2416(f) SeM Concentrated loads on masonry or concrete walls may not be distributed over a length of wall greater than the width of bearing plus 4 times the wall thickness. Sec. 2416(j), 2614(c)3 Reinforced masonry bearing walls shall be not less than 6 in thickness and the ratio of height (or length) to thick.ness shall not exceed 25. Sec. 2417(j), Table 241 60(. The vertical reinforcement provided in masonry columns must be not less than 1/2 of 11. nor more than 41 of the gross area of the column. Sec. 2417(k)3A 6,01. Lateral ties for longitudinal steel in masonry columns does not comply with mm-. mum requirements. Sec. 2417(k)3a 692 Provide calcu1atiorisf6r the design of the retaining wall(s) shown. The calcula- tions should investigate sliding, stability against overturning and soil pressures. Additionally, justify the size and spacing of the reinforcement shown. 9f. Justify the equivalent fluid pressure, surcharge loading and sliding coefficient used in the design of the retaining wall(s). Show drainage behind the retaining wall(s). Refer to the soils report, where applicable for recommendations. 604. For the restrained walls shown, provide / adequate anchorage at the top of the wall to resist the design loads. 65. Consider the combination of bending and axial stresses in those retaining walls supporting vertical loads. f ,•O&. 5•1-/o(&.' W/,\J0Of.0 3'iZ6.5 (DA) '-601-IR. P1k)-. Q7 CLe/2,,y TI-lé- bLL4LL r-1AJ13 H CF TilE a'r,21bo/s. f)A) 77-i& &C-e;/L'1D Pe.. 3EC /70A)S S /'-Dtc) %' -Al ,K 5/-/o 7 e/2/e 08 i- f.''OForZ 77/G /co,- ,L/S7 &0. . C//76 YOc4/ 7),6: 7___ 1/IS. S,fOLt/ ()ELI.) TYPE /M)i3 /2E Vu//E 7WV kI c,. sPr_ ci,?L /jpa7/0A fs &t/i/.D ccFTE_ 40.17-14fc! &)/ > 200 ? / ILL pet, WE j16. irT,7aH& S'/Lj/'rfiL PLI'9&/ C-Hc- L/.S7 CITY OF CARLSBAD PLAN CHECK NO. 85-554 OCTOBER 2, 1985 ADDITIONAL CORRECTIONS 611. Make you-r- plans agree with your calculations. Show the following on your plans: FB 29, between 5 and 6 at stairwell. Sheet C-25 of the calculations. FB 30,along line 3, between D and E. Sheet C-25 of the calculations shows 5 1/8" x 18", plans show 3 1/8" x 18". C. Sheet D-10 of the calculations show typical footing for tilt-up panel. Cbrrect detail 9 on sheet S7 of your plans. 612. You are showing vent thru roof atmechani:cal equipment and gas meter enclosure. Provide plans for this. Include in your building permit application, fees will have to be adjusted. 613. Provide energy design forms 1 thru 7. 614. Provide trap primers on floor sinks per Section 707 of UPC (at water heaters and equipment building). 615. Condensate waste from air conditioning coils are required to have an overflow condensate drain per Section 1205 of tJMC. 616. Building sewer from the mechanical equipment building can not run through the main building per Section 313 of UPC. 617. Provide gas line plans 'and sizing calculations, per Section 1219 of UPC. 618. Show shower drain 6" from wall per handicap requirements, Title 24. If you have any questions, please contact Abe Doliente of Esgil Corporation at (619) 560-1468. Thank you. SUPPLEMENTAL PLAN CORRECTION SHEET FOR SPECIPiL. INSPECTION The following must be identified on the plan title sheet or the structural specification sheet per USC Sections 302 and 306 (a) through (f): Note that continuous inspection shall be performed by qualified special inspectors retained by the owner and approved by the Building Official to act as a special inspector for the following types of construction: CONCRETE 4c > 20oQ PSQfV B. REINFORCING STEEL AND PRESTRESSED STEEL FOR PRESTRESSED CON.CRETE () WELDING- 17L F/1T) W&LD/k)C HIGH-STRENGTH BOLTING STRUCTURAL MASONRY PILING, DRILLED PIERS, AND CAISSONS SPRAYED-ON FIREPROOFING___________________________________________ OTHER SPECIAL CASES FIELD FABRICATED TRUSSES Provide the following statements on the plans: The permit applicant shall retain the structural design engineer or another engineer approved by the Building Official to insure that: 62 all elements of construction which require special inspection are inspected by qualified deputy inspectors approved by the Building Official. - all code dekiciencies detected are brought to the attention of the contractor for correction and, if not corrected revised designs to overcome the deficiency shall shall be prepared by the engineer for approval by the Building Official. (2 all corrective work required is completed in accordance with the approved plans, specifications, and City adopted codes. A final special inspection report, signed by the special inspector and the responsible engineer, is submitted to the Building Official upon the completion of each element requiring special inspection. The report must certify that the work was in com- pliance with the approved plans, specifications and applicable City codes including any authorized changes to the plans. Note that evidence will be provided to the Building Official that the following items were fabricated in an approved manner (Certificate of Compliance, approved fabricated certification, mill reports, etc.): GLU-LAM BEAMS___________________________________________________ PRECAST CONCRETE REINFORCING STEEL STRUCTURAL STEEL________________________________________________ TRUSSES INSULATION OTHER Note on the plan that it is the responsibility of the design engineer to review and approve structural shop drawings, truss details and specifications and provide documental approval for same to the Building Official. 5- Note on the plans that the contractor shall arrange for the following tests to be conducted to the satisfaction of the Building Official: A. FIRE EXTINGUISHING SYSTEMS D. EMERGENCY POWER SUPPLY B. SMOKE CONTROL ASSEMBLIES E.- AUTOMATIC CLOSERS C. EMERGENCY EXIT LIGHTING F. OTHER_________________________ Date z Jurisdiction Ci2 7J - Prepared byt E3Bldg. Dept. VALUATION AND PLAN CHECK FEE 13 Esgil PLAN CHECK NO._9- BUILDING ADDRESS f214 -i/-16gro/210 f?D g7én APPLICANT/CONTACT CL43T,9t"D E. P01:2/9 PHONE NO. 237- 7F 7/ BUILDING OCCUPANCY 5--Z DESIGNER PHONE 2-3'7-'7,F -// TYPE OF CONSJRUCTON V- it! CONTRACTOR PHONE___________ BUII.DING PORTION BUILDINN&~ AREA VALUATION MULTIPLIER VALUE / rwg - (O7 1' ") r _ir ning • ________________ Residential @ Fire Sorinklers ]? Total Value 8/4/82 PCO qr Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) 0 Handicapped Regulations (Fee x 1.065) Buildir6 Permit Fee. $ . Ylan c k F e e $ . . $ $ibA)TD i43e ~P~/[, HECK NUMBER Q5—.55(/ADDRESS DATE —1 6 TYPE OF STRUCTURE 2f1L)_(h)7i/7'/_. ZONE: SCHOOL FEES: SAN DIEGUITO ENCINITAS____________________ BER OF UNITS CARLSBAD WiARCOS N ITRED-S€BA BUILDING HEIGHT__________________________ 'c'J t;.- FENCES/WALLS________________________________ TWO CAR GARAGE_____________________________ FRONT__ SIDE fO_! REAR p1 d LiJ .w irl' p— -21 7 REDEVELOPHENT AROVAL REQUIRED:_____________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I• JI I C LANDSCAPE PLAN COMMENTS: ENVICI':;ZNTAL REQUIRED: P1DDITIOAL COMMENTS: OK TO ISSUE:4 DATE: \_I'OK TO FINAL:- DATE: 77 ENGINEEUNG - '7LEGAL DESCRIPTION VERIFIED? A.P.N. CHECKED 1 P.F.F. '"ÔPARK IN LIEU 46 R. 0.14: IMPROVEMENTS: L_ (%'t: 2/.9x/ SE ': 72f6% I) __ -r - PEW LATERAL: DRIVEWAY: o-_ GRADING PERMIT: DRAINAGE: ( _ w',"_iZk _',ohw c I, D EASEMENTS: O(i'Oua_.—"Sp1 ~"--ADDITIONAL' COMMENTS: cm Lw F~ OK TO ISSUE: DATE: * ENGINEERING INSPETION REQUIRED:__ PUBLIC WORKS INSPECTOR: _.-_- FINAL OK: DATE: * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL I N S P E C T I O N S (DRIVEWAYS, CURB CUT. DRAINAGE. FT(.-) 1200 ELM AVENUE CARLSBAD, CA 92008-1989 TELEPHONE (619) 438-5523 * Citp at (tCar1bab FIRE DEPARTMENT PLAN CHECK REPORT PAGE 1 OFL. APPROVED A DISAPPROVED PLAN CHECK# PROJECT 77A116f 1ç 7T'1 ADDRESS 9263 . ARCHITECT ct I-1e,itcb - /)Sc('. ADDRESS /4'?2 (IW X17 PHONE OWNER iTh. 1M1ro,c tn, ADDRESS CAN I)M 92101 PHONE OCCUPANCY 23 CONST. - TOTAL-SQ. FT. '1 O '79 STORIES IIW LSPRINKLERED .1 TENANT IMP. 1 iC, i APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND!OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. - 3. Provide specifications for the following: ... 4. Permits are required for the installation of all fire protection systems stand pipes, dry chemical, halon, CO2, alarms, hydrants). Plan must be approved by the fire department prior to installation. - 5. The business owner shall complete a.building information letter and return it tb the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT 6. The following fire protection systems are required: : Automatic fire sprinklers (Design Criteria: I (LI 99 T #-// 2/Ljf) Dry Chemical, Halon, CO2 (Location: O Stand Pipes (Type: Fire Alarm (Type/Location: .iL. 7. Fire Extinguisher Requirements: El One 2A rated ABC extinguisher for each ñO sq. ft. or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel. O An extinguisher with a minimum rating of ________ to be located: 11 Other: - 8. Additional fire hydrant(s) shlI be provided EXITS _2~.. 9. Exit doors ihall be openable from the inside without the use of a key or any special knowledge or effort. _.10. A sign stating, "This door to remain unlocked during business hours" shall be placed above the main exit and doors fSJk. A.J 1/.- F _i...11. EXIT signs (6" x 3%" letters) shall be placed over all required exilts and directional signs located as necessary to clearly indicate the location of exit doors. GENERAL 12. Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. ....13. Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. Additional Requirements. (;p,llt'y,l I A101 1140J 2,27 cr S#Al /)iE9i cj,3 g 9L.. Lc3 Comply with regulationson attached sheet(s). Plan Examiner Dale Report mailed to architect _______ Met with Attach to Plans 0 1200 ELM AVENUE 0 QCit Of QCar1.bab PAE 1 OF CARLSBAD, CA 92008-1989 FIRE DEPARTMENT R E C E I V E D Al TELEPHONE J619) 438-5523 OCT 7 1 FaYPROVED PLAN CHECK REPORT I PLAN EC." PROJECT F ( ADDRESS GF ARCHiTECT?A.AA. r'fl-' Av PHONE c23C- -'c 7 / OWNER ______________________________ ADDRESS __________________ PHONE I OCCUPANCY ___________ CONST. VIV TOTAL SQ. FT. 322 t077 STORIES 4.SPRINKLERED 0 TENANT IMP. APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS — 1. Provide one copy of: floor plan(s); site plan; sheets 2.-'Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. - 3. Provide specifications for the following: . .2L... 41.,-Permits are requJjad.pr the installation of all fire protection system sprinki , stand pipes, dry chemical, halon, COc, aiarmChydans)Its). Ian must be approved by the fire departmen or to installation. oipSj,q o cjj rt 5. The business owner shall complete a building iii1grmation letter and return It to the fire department. I&oW6 T'97E (.1$t: /& OT e i.'q #' .4 I. FIRE PROTECTION SYSTEMS AND EQUIPMENT 8. ..efollowing fire p / AAutomatIc fire sprinklers (Design Criteria: ~41 Zd~~ 0 Dry Chemical, Halon, CO2 (Location: 0 Stand Pipes (Type: 0 Fire Alarm (Type/Location: • X 7.'lIre Extinguisher Requirements: / - One 2A rated ABC extinguisher for each (YO sq. ft. or portion thereof with a travel distance to the nearest.. . • extinguisher not to aceed 75 feet of travel. 0 An extinguisher with a minimum rating of _________ to be located: 0 Other: 8.''Addittonal fire hydrant(s) shall be provided 5 ' Ta.. C.V'JTI'T- 7sI, frO,t_. L EXITS v ....L_. 9. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. : _..10.'-i sign stating, "This door to remain uiocked during business hours" shall be placed above the main exit and doors €.XMo-7aJ: 1i i r Ji.1€.r Ii AA,?L.Th /14.6 A.) us'ó "-S c ..- •' S .L.....11. EXIT signs (8" x 3/4" letters) shall be pla id over all required exists and directional signs located as necessary to dnarlv indicate the location of exit doors. e.ii \ tx -• . • - .-—........................... GENERALS Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and. hazardous chemicals shall comply with Uniform Fire Code. Building(s) not approved for high piled combustible stock. Storage in closely packed plies shall not exceed 15 feet In height, 12 feet on pallets or In racks and 6 feet for tires, plastics and some flammable liquids. if high stock pil- ing is to be done, comply with Uniform. Fire Code, Article 81. na1 Requirements. L l'Th&,S 0,J M . Eec) , P,)1 r o E USA _15. Comply isith reguiationb on attached sheet ). C. Plan ? - Date Report maiiedtoarchitec! ...____ Metwith ______________________________ -Attach toPlans V BY ................................ DATE .................. SUBJECT7VELERZM1/L CHICO. BY. ............... DATE IN bE - 3TIEL,a TUR/1L ../?2 61 - Ct-2 3 b • c,o El- Ely Fi-F 1-1 qENEAL AT4 P_OOF FiAM/Ncr . . .. ..., /LOOQ.. FEAM/Nc .. COLUMNS' . 07/Nc5 I : TILT-UP PANELS ,. ,.. SEISMIC. • vv~ :l I •' • . •, ii I • I . t .•' .,.'', ' Ii 7ocE A. Ss: rn OF C TNTEC,hA7ElJ) STRUCTWA1 ZEslcN .'.'. 303 FIFTH AVE, #20l SAN 1)/E50, CI 2101 (&i) BY.... DATE SUBJECT T?!th4" SHEET NO._LOF_.._...... CHKD. BY.................DATE..__....... - - JOB WIC1 C1?14A I OOP 1 J)AIJJ - I : E VH s- I'9F /5 PraF 4LEG = '' F NP joc' rr .pLo LOA1*1&- . . jy'1 -flj (,c,pp) . /25 r'F -r& ... ... . 2o ... .... 6r<LaP J •5 17 PSF 230 rr. Irsr ....... 7310 Bo co a-o .: •. . : - .::..........: 42 DATE.._.... SUBJECTt SHEET NO. CHKD. BY ----DATE---- JOB T'E16J CTIA - cT1 LL'iJ( t.CDINC. T1 H '1' -r 4 PLXWD1 'z• P6F -rat €-IT?-" '35 rF -PLOONN& 12. C.1L1tkI- (IV(WD 4 crcD) -IL. -: BY ___DATE_____ 'SUBJECTT LL - $HET OOF_L CHKO. 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FS(24-lx+'I34I 35X/72/v.x( 4w1oj f24"7 x/z(z_7_/32),q 7 -i- Ix, oI + 7 o ,c7(vf- I,)fiIp 21 -ZXfl'- 72)x1724/2.fx 24-I XIO'l 3 -2- o rof,/I: + S 4 Z- 7 1/7- t 2 -7 7,1 + -1/1 /oo ,2/+VI so.. - L) Sr- 6 L LLt, "A='-8 .. :jot.gg,J3 I=202.I+b!'i4 ij: C 0 0i-t .-- - SUBJECTJh.L:lck1l.4 -. SHEET CHKD. BY ---- DATE.._... JOB I . . . ., -. (4) O+ loot[ )x?..d1. iTw = +-i PF Ai 427 ... : I. çx sl-7x( o: 39- 61 0-1,6 .... ...... V5E. 'f'I° A32& frJ5a,• S :fl1I 1,42 i ,-.......-. .P -r . . . 340r(..f (i+0 ,.øD1.4 . I . . ?=i ell 4!. •................ . t1 • L DitJ1 • . .• . . 20 . .. _..j.•. ....... ......... ........: ................. x fô9 7I)C/7 2./84slC Y-1 oX -I x 21- + x1 7 2-t/38f)c/-6y1-o'Z USA ... s/tc I4 016 Aff'N 5:307.1113", i . . . . . -- BY...... ........DATE SHEET CHKDBY..._........DATE.___ JOB 1O 51 L ,.,, .. .. . . r2 ii,4flo.t) kitij.so' =I ,l1dç!# : t(*'- t24 *IO'4Io).117?t/T_r$k(,xIo'x - I7f s(vt.-,o)(zx V-x/ô-io-.cJ NO"x +1oZIo*!4//X24x,Ygo6! . ( V- /1-X3IL& A:22'4(,Jt. %jDQ7!tJ /-7iff,t44' _____ _: .......-......._: ..................................... I4 ............................ 24 ........... I • . 7f33._- .. A 3s0x1+62.13- l4tj.,XJl24/Vf I/o'Z +/97xjo2 /72/'3stw/-IMo6z 4 47g3f x I I (t+- l+)(1x24.x 14-1i'-- i1) x/ 7J/cM.cIx,o'I -. D?/.on r -y- . .: ...... . .±.... c)/,cvf- A:/z.3-o,.Scft? 1=çO4%oJJ . . . . . . . . . . . . . . I .. . • . . ....DATE SUBJECTcWLe 1s. . SHEET CHKD. BY___..DATE..........._.. . _____....L........... JOB NO.L5k............. 6I • • A742 . I (1" 7i 4, Lx ii k)i (i +coitc.,)x17 + LV 00 072)x7.f gxfl.wz. L1f3'f)xc33orLF (IcP.qc j4.) • 24- 11flS.4tr p2.7 gj.g# An -. lkZkxI'(iixtdI . . 7" • L)S 0jJ3 II75%-I4.frj4- rib 11 • A = 2.+)(M tS 31* * S Xt 1' J' L- si d, tl, ++: /oL #7 2 c .•7 c LL) ................ . . -. =cIx f1-*2s-xs • '4-' ?.z.:o2.1 39ifSo).. . ... . 'PxI••- f,g.A zo41.dq.j4-7 • 2121 r ;ofij ,,jL . .. kok- •Me' ......... .. ................. /cooxlo(2q. 1x 2+Y,o Jo)c17z.8/2fci4o'z +11 c(zi-i o)(x1.x10—lot _')xI71g/ .4x74xI.xgo'I Z4xI.4,qo +JIS 1 x7x/of 2__ljk!7 2./ - : L7 /Z t39 76S/I 24 ~ 2 /2t410f/Z :(oo4-.78.Is/z LI ...._DATE SHEET N0.CI7_0F...._.......... CHKD. BY................DATE..__.. JOB 140 r'r 410 )20.31( , f1: t07 1110 Io"i I StJ1 81+6. h,103 . £V: 3t s-/Lo - ;2.3(I2/q-8- : ........................ C;: D1K (f 3 . . . . VE. 8t A i7c-IJ 5 .1 7—?141Pi 770i7jtJ c=y21 :• jl12.1*Z. :j3jJ4 a//4-CIsJ W24Xs- HZ7- iojtJ : r-BIc . hzx(I4 -I/Z ::.1.O* -.-.. 37 1-T-.rcT1 ............................................. ................... .' 2.3o.3.I?4 14. HwAx J14 O," . .. . 2.12.7o7z/r: Oft' . UL 83,4x33 &LB 82.t ,J' -SJ'H1 2.JtJ1 X:1/Zo+I OI. v-1x 2. His*' i Io /2o1' J4 . I/2+.x 14t a2t1k :.: ....... BY... .....DATE_____ SUBJECT TYA.LA!dL SHEET NO LOF._ - CHICD. BY___.....DATE......_ JOB NO.&..L.......................... A32.x(l(-I)/h S*+• i&r3+Si'0'7)Xl!3X(Sti!S/oP1.f Sd&3) .VT1, r OD3 ,g,3DL.4 ) 1. 24I . • . '1• 4' I'M 2.sf# . . f1J3fI 2O27ffI... ....14 • : .. . rx ((p1+ )e3z..4x/724/3 z1'11 31 9 +/3: = ..oJx(loo?/iLf4)KI-is :4"....................... • .,. . .-•.-"- ... USE 83'1.x31 6rLA A: 2_8 8 iJ' 5 1+17.u? I? z01.%IIN4 cyf!' c'R W2.ii- -.s-4 Z:I31oItJ'>Zj:!24lItJ4 - ...... ............•. ..........--• F5 17 +oc++(8=3o PLF --.-.-... X15 x S Ti! Af L24 21/r2.c# - . ..a ,.: N-.... • - t1&: - -. .. -: .. . • ....... L4 9ô2.x/I2150 7o 7+ IiJ4 31347$ :/rxI2-/?#c :.O7,c" .c##jami4 2ckt . . ........:.......... z'J/r +z.ti11/x:zc.i.7nr +".: • . .: .............. (110 X ZS(4 i(/, X l f X2S")Xl74/24$I7't!oJ 4711 x ...................... . 28I i.'fl+3ftL.._ It A112SIPJ 5.:17.0 Iü3 IJ/2i.,7lFJ . Qo'j"ô*. /Hft#6I1 ... . .. . . •.. (.. c1o11.I 2 I1~tti3Yz . _DATE______ CHKD. aY__.........DATE__.. ( ..,.. . . ... . . , ij,: (f3 fso)s 3g t/k/St 11111*4( 73jfg' 1 T7 . 11. tl IN Aü1,w: 04+ ' : i?c/S 4 xI7 2_/3-x/'Io'I .= 511 SHEET NO. JOB .... 1I w,J_cr 2. 5.4 (5' LE. •4k1S.&t4 A?'ffl'j' .S-:!87..i1'f•Jt4...... i±..:........ .:: .........::. .1.;:.....1.:.H. .c*'I' Li)1 +so)xzAl?x IS+2 =+10 (31 '0100") (-ts)x'( 8fl rF (3r.,4soi.t.) F : oxIc/z: V (i4s,1srY . sr , 8s..,* .............................. - -. .. ,. -.-. ..: Piti* AJi :7si IIJL ., 1tA& = 1* 1pj3 60 o.r -T::::--- .. ........... L lio if 1.a (is.. 2rFcz77. 72)cI724,4t.vI(.x !oI- /c 783J X1774Vvty. /sx/ K/dl t zcx 4-(I-7 ................. . i:.................................... -t-/x ="" . . .. . - . . .....................•••_____•_•_____-•__••_*___—.-,..-._'-....---.---,..--r--.__-----_----i-----.-................. ._.. _.........__. DATE : suBJEcTIM$ SHEET NO. CHKDByDATE....._... H: zo rl I s = /DZ-66 UJ AMk. cxgz./o' - r118I4vf C USE 'g/g.xjcCoU A7gu $:/e14,iJ2 i:ij.4-',fr 2.1 ..............................- -. . .... -. - Ijz 43jg)x2t(Lxs*1f= P'-F (-1-,io0u) . . . 939'x/o*x/4/3a.)11.7x,o1 .z2.7c14/z z" ( -..-.. •..... . .. ,--. i................... .. ,. . . ... : 4 .. ...... . I - By__ -.......DATE - SUBJECT i!k#A. SHEET CHKD. BY D*TE......_...... -..--.. . JOB NO... IL P 1 j 1t PP... x zit $: /77s- . 24crJh . Z7 L I I5.0 : . Hea.k e. *'37 1801 a's .r let- 973 IN - • : xV7*/72 /39f M1/Q'.1 t I fl 7(1/.1(2.X Z'frpff _iit7yci72 i/ . tx2.i)(1(:,x1o'I . .•. : IL& :J/ r/J1D :I2/v7IsJ4 C.: US E A:2ia$ IM' S=10D2."?g,J 3 i/7.c8!sfJ4 Ot W2.Ix..So H/tIIK • . .JAI 70 IOU .............. • •. • • • CHICO. BV........_OATE......__ SUBJECT Tr*-,.cL.&1,#Jt c22 SHEET NO. ....OF................ JOE NO. Plpt. 4i,k,L. 68Lo (.: )xfb/2.1.& JSrL-IL. t— L1 -7)X 7 r-r (3t7,i.,333.) ZSDSf* (1Po14i, II0I0i.4.) p.: 2.119 (l3a;L /32&.i.) - ...................- ................... -., .-.- -. .. 110 +o1glw . :... =1L .y /z (3gg3 3z42'+/vs)x/7 4 7tc o(%38.t1_4)c38ç,.2o'i2I) ..i.. str e xI2% /aS 82 xz ' lxlem . . . : . . 2-40 bb 10 Zot3/X Li42C9r7ftl/t" . Z..AtIi z tI#J1 E- l74'(% 1.0 a .. ........:. . S2k . . ...........•. . 4 1 1 1 ?L- 1° 0 ZY + 2.7d1x 9/2. - cx+/2. •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Ioo X/7/ % + 27'7 x% 1I23Sf • .t .. ................. . .. •d' - ........ 31dca _2+a1 8 31)X!128/2kXl'1XI0'I +s- xk xn/x Iix!o'I . I+sO/if .L .1............ : .8 4 ) s-8S,c+ (tt,xJ7.t/3x/.7x/o Z . . 3-t'.i/i : +!o+/I ..: . . I,:3I74Iafr MLJ kxrz-/o O-j3 -. -. .. L' f*17.. T f1S2tiJ 1 .--- .. •.••. SUBJECT SHEET CHKD. BY.... DATE.................. ---- -------.. __......... JOB tro')x7t!x,*l8=/ocoj'L.p (.,tro&') 10 4• it' I' %IJ Jd .J., 1, 14:*4e2- 17 / 5 : -/ ii )J7_/3t o - a o "..:.i........ /o5oxE7S(F I3 ,,is7g2-t- s7s3)x/71/z-qx,oI * 28' 33cIcc7S (ii-I'-.. T- 2-IS-6t7 7At 24'4i/. : 7-31412,5/i r0.144 . . US E. ,yt 'A CrL6 :iii 141-I+1,fr .I.. ------__: ......:. ..... r ( f-fSo)x7 i-vt tp FLF (23.,1so) wa.J d, j r I I 2.1- (37!pi, 7roi ... ... . . L331'923 .7lso4I. - pIi77# .. :.. . qi, 31-1 •l (,.Iø S 1 7 0.8 ? u13 . 12.731 .11 K,j I-At I S' ..... ...................- . ...... /(5x i-3 (i -.xj' x 7'3 1.2.)x/iz.4/z1-x!(cfo'I +41 )14U4'(2 xi?I#)t 2.x14 c 73 (2.xi1't I1)f Il 1) x!i 1fxI1xI x,o'z ls;(IiL 2.10-94-1 +/.T .1- j3 %.51-i/i t 12'f9/ /372 612- /i -. 1 BY.... DATE..... . SUBJECTtY LI .L 4_............ SHEET JOB ___ . . • ______ g- rLF +?s . 1-• i, J, ii, J1 1, t ±111±. 73#Tt7 16 _____________ . k. 82.7 I14G9 g2..-711.Iz. . . • fa1 I1(,437ag . .. lsi ......••••_. QLs.i:./Lxit/2ko = A: 3 Iv x us xg 2 +3).v/72.I/zf I + 737x * 2k 1L12;/I +oi-)r/ t+Th7!+3/x /s42'7V C . .. • LJE VIS x J1!/&I2 •...A:1j,Jt ..S3771ri2 .•.- 1 3o LF (i 7ooi4 ____________ . :jg - ......- L' I J 1- .. zt I42.'-It • • .11' AA ....... -.. - .,.-.--•-.- ..- tx - . 4Z 57x370x21..4x172W/ 8f-.xix,o'x I .v -L/z rO8! . .. : . . • • ........ c1 1 . .-•--.-.--• •, .. ........DATE_____ . SUBJECT t1l(j....a.,.LIS!A.A& SHEET CHKD. BY...._........DATE......__.. JOB tug tOo'',)x1ç rx/.l -t 14 £ to r ('-'., .-.-.- 2--717- -T H: ç 77 T1*wortsr c#c&, F MID sm j) f 21 . -r ................... 3 =SKI . . . : 9x6(oy KfoI + /z-S'x 116 USE.+x.I1- A:1g I=78-is ___ -.................."--.,..- .............. PP . . I+ts.................................. --1-• .11.... A72'os,tJ . .V . Li 6l0 f-I .s." sjx 2.i +X I'S I)x 7 24/24 x I - - ................ : . ... . USE /&sl A=z3i.f c=z4s,J3 =ZoggsJ'1 C . ..................... ............. SUBJECTIP.VIç - SHEET CHKD. Y..................DATE.._____ JOB HO... (-. .:262, g-,-ipsr -WI (1- i)xiz j4 /o 5' PL.f St 1)L)*41L-) .......................................................................... - ZaLrei. . g/oosx 24'.*/774 i. /3 xjI goI -f 1 o /z/ xz4-!7-. 2x/7 x xfl2/ztx 24 X j-4 (JeI -F 43c(0x - xJ -lZ 24.*/.4x1o'Z + 4i/4 I0+1'o,07/ f3R4I9Z 'O'2..'-T, r77k7/Af C '4t ..A z 1?--/Ai ç3001jL i i3o2I 1W4 A °tt'' LL. 7rsr . . . 1 L: Z414.o.'fl/7 :c37c7gtJ L 1ff -10 x,2zs(If(L+ sn..e/z+xzfx !,'qo'Z .... -FI I.Zs 7n/,x2.4u%6c10'z............•.•. - 1/t7-o87.7o2/ $41/x 0-7 - . "... (PIPE Vtx -Y2. c1B A4-,,J s= I j3oZjs+,Jfr . . . ............ I I caw 8Y._..DATE.. .SUBJECT SHEET CHKD. BY................DATE..___ JOB NO..R$L................... re 3 - - lt% .4,r5p:.: 1041 le ••••••••••••••••••••••••••••••••••••••••••••• 24- 1 •ç ;.:)•••. . ____ kL;I115 2.-S..! _... .1t lhi 7. P:1o7Iozc . .. e .li3c 1I: jI . .... 31 I?c' f/-Z(172.*'7).,297 L/ (3s'}i a Ii2JJC!72t/Z4f-x24-%l..éX/o1 +17 211 4 % (2*2)(+xIl1x2f - LxII't.- z)x,l /2 i2j.Jc(xi o'I +2 S1f x 7x//-z(2t -1 S !z-/ii-sno4 fL!+na/. '3o.2o,?3/x -.. ...• l/cE9 V'1-+ A1Z'oipJ' . ¶T11... :r: 774-0 14+ _.. ....... ••.43.1 : I P1.-F • . (lsm., how.) = . . . . ............................ Je/s372-2fr . ,./sib3 IO33Io1$ . . SA1;I cis-r . I4i1 (2-i)—zX71 x j.+fk fl) x/72./Jt)CIs4X!0'I x ix 1/14 .. . . 9- •'•j_: ..................................... USE- 6 3/q.'ci 64 . liz.OI 11iI'J2 '°' 'In _____...DATE.. SUBJECT J1it.Y¼L4L_ SHEET CHKD. BY.__.....DATE.....__ _. - JOB NO.21.k._................. 4:3 P5f LE ! L IL : %(±"'i:P7 =.,of P1-F . ............--.. .. ... -_4ç I121 t3I4Ih G63-7Z. / 0t 'M2-c - 2 x 2c'X ?$')xI7-t/z4-'141iI 4 r.3x .s lIz2(2x2_ 17 /3Y sit * c7.'z)' t(ZO .S/2)12O x'7 S-7.s- 8j'q 724/tx o i4,qdI +qi7 x -7)t c + oLØ o4.1!1/z z O6!j" .1 -7116011fr . ... (ibz ) . : •. . .. . .._DATE_____ SUBJECT SHEET NO CHKD. BY__...._DATE.._......_ .-- ----------- : JOB NO._...._......... z8, tAur5r. 10 PLF w,L,_, A.), *3 ' + g PL4 1- -. £4)3 43P1? 1021 PLF . N 'I #. (?qor,L1/724k.) 11oZoo23* ..........------.. 1860 4* A 2qir1 ' 11 to . 13/0 ox .f + t'H3 2.ox7.7— r- .o xiz 1- 0 00 x!'1 (i(2x22—ii)'-. Zc • 11 4711/1.4 00/ZtI oS4/i 24t'oI/I Yi-" .................... --.• ...........• -.. Ij SP- /x7 a-Le Aft'i - S1+t.1i, I=j/o7/-7itJ ) . • . . I _______DATE JUBJECTTLJ. SHEET CHKD.BY._DATE.. ___ ___ • FOOTING SCHEDULE, PROGRAM FTGSCH TRAVELERS/CARLSBAD, JOB *B502 Qs = ALLOWABLE SOIL PRESSURE 91+02*(B-Bmjn) KSF, WHERE Q1 = BASIC ALLOWABLE SOIL PRESSURE,KSF = 2.00 = INCREASE IN SOIL PRESSURE FOR B>Bmin= 0.00 Omax = MAX ALLOWABLE SOIL PRESSURE = 2.00 Bmin = MIN FOOTING WIDTH ALLOWED, FT = 2.00 B = WIDTH OF THE SQUARE FOOTING, FT Fc = CONCRETE STRENGTH @ 28 DAYS, KSI = 3.00 Fy = YIELD STRENGTH OF REINF BARS,KSI = 60.00 Cl = COLUMN DIMENSION (SMALLER), IN = 9.00 C2 = COLUMN DIMENSION (LARGER), IN = 0.00 ROUND COLUMN Ws = SURCHARGE LOAD ON THE FOOTING, KSF = .20 B,FT ------------------------------------------------------------------------- D,IN Qs,KSF P,K Pc,f( As,IN2 REINF BAR EW 3.50 14.00 2.00 24.50 19.91 1.06 5 #4. I.bo ( F2 4.00 14.00 2.00 32.00 26.00 1.21 2.0 4.50 14.00 2.00 40.50 32.91 1.36 1.SS 5.00 14.00 2.00 50.00 40.63 1.51 5.50 14.00 2.00 60.50 49.16 1.66 6.00 14.00 2.00 72.00 58.50 1.81 G#S =l. -G., 6.50 14.00 2.00 84.50 68.66 1.97 7#-97 2-17 N. j7.00 16.00 2.00 98.00 78.40 2.42 7.50 16.00 2.00 112.50 90.00 2.59 8.00 18.00 2.00 128.00 100.80 3.11 FOOTING DESIGN, PROGRAM FTGDESIGN TRAVELERS/CARLSBAD, TYP. COL. FOOTING, JOB #8502 GIVEN DATA : Os = ALLOWABLE SOIL PRESSURE = 01+02*(B-Bmin) KSF, WHERE 01 = BASIC ALLOWABLE SOIL PRESSURE,KSF = 2.00 02 = INCREASE IN SOIL PRESSURE FOR B>Bmin = 0.00 Qmax = MAX ALLOWABLE SOIL PRESSURE = 2.00 Bmin = MIN FOOTING WIDTH ALLOWED, FT = 4.00 Fc = CONCRETE STRENGTH @ 28 DAYS, KSI. = 3.00 Fy = YIELD STRENGTH OF REINF BARS,KSI = 60.00 Cl = COLUMN DIMENSION (SMALLER), IN = 9.00 C2 = COLUMN DIMENSION (LARGER), IN = 0.00 ROUND COLUMN Pd1 = WORKING DEAD LOAD, KIPS 30.00 P11 = WORKING LIVE LOAD, KIPS = 30.00 Ws = SURCHARGE LOAD ON THE FOOTING, KSF = .20 DESIGN : SQUARE FOOTING BASE B, FT = 6.25 FOOTING DEPTH D, IN = 14.00 AV EFFECTIVE d=D-4 IN OWN WT. OF FOOTING, KIPS 6.84 SURCHARGE LOAD, KIPS = 781 (DEAD + LIVE) LOAD, KIPS = 60.00 TOTAL LOAD, KIPS = 74.65. ACTUAL SOIL PRESSURE, KSF = 1.91 ALLOWABLE SOIL PRESSURE, KSF =. 2.00 SHEAR STRESS (TWO-WAY), KSI = .18 ALLOWABLE SHEAR STRESS, KSI = .22 SHEAR STRESS (ONE-WAY), KSI .05 ALLOWABLE SHEAR STRESS, KSI = .11 FACTORED MOMENT Mu, KFT 58.02 AREA OF REINF EACH WAY, IN2 = 1.89 C .YI_ DATE_____ ISUBJECT MV SHEET NO. CHKO.BY. DATE......__.. . JOBNO_JSJ~012_ _7 COLUMN (TYP.. TNT. COL.) /74' ,4 = 24x2'f DL. 570 FT .: S7 (zc :) TPQMP :.. '7 ± 0-8 X,14 k .. PWQk = (*2S +20-,- .xSO) * Soc DL Li.. + 4S. 4.. . .: .......................... ........ = 7kCOS G k(3EE so.#b!) FOOT/Ng , ................... - : . .. . ..... y -PIPE Q,STb .> (FOP- PC, ............ . F (LIV Le ) S 7 bASE f4 -7,K f lX.IS)ci-1 . =. -Vt _ • = /.s44/ O.ö sAy IN 1 I' . . :.:r: ....... zg __DATE_____ -SUBJECT -- L............. SHEET NO. ..L.OF_......... CHKD. BY_DATE.._....... -- ___-- JOB C6LIJM1q c-4 .T,€/5t/TA,' .6E,q , xl2xll -- 2/ c 141 452 +55 = 27 FT ROOF = S27(2O*I)-?-SOO ~ 15:LxI3.S"' 18.7 2..4 ......................................... . . k 1SCFRT. PL)Oi S27 (2-S+20+-70 xso) - t-OO -,- so-,- 8I*(tLo- .. 42. 1 *0. ED 1-2. BS . ............... 4.1S k .... . . 1 •. .. .4E PC 22.31-/-49IE. 71 -,fa . . k ,.. (SH- #-DI) !ooTINq 7'.7-o I-4-" q8 #S E. W.. ..;,. . ;,_.........,.. .. I. • . • . . . • . By-----DATE SUBJECT _. SHEET NO. ...........OF................. CHKD. UY ---- DATE- ....__. __... - -- JOB NO.. WMN . . RY AREI. = 24xI2 -- 1) S 2156 V~0 =47SF1' ROOF = +7(2_0-i-I ,) 500'- I5(S-)27 ................... MO Ok = -1- 0'7S xSO +..SC.O-j— S Q70 -g- :2(1oo-s7) . .= 55 - 4f t 0 - 50 -k s- r47+ G-757 . -•. P • ..............COL •'k •• (sH.#!) ,•.. 7S- ROOTINP 7L0 IAJ/ 8#SE.W,.......•. f .j",c ,3jLj " ..:..... ... .............. : . . . .;____ D7. BY.... ......DATE....____ SUBJECT _..........___......._________ SHEET CHKD. BY..... ....OATE......_...... JOB NO...Q2_............. f3kACINi (ar): •. . • L. LOAD .I2.4 c58 73.S 2.9.II So.66 34.11 1 E3. E32 1742 BG+ 42.O+445 2S. - _,___i..........:...... 4. 26.0 4.o 124-0 24.0 1 2.4.O' . 0' [4-0 : . •. . Qx24 . x3x2cy1SO...--J44xxOs.2O. . . . Of j-7 2t SS.2'f-s.37.Zf t1- i-42 0+ -t-4•4 I2 Coo -- 6G. 4-0 -fr 24-,.8c . = 4S. eGk (. • = 17mok • ..ZtL .. - / LL...ME .x(.0x24). 2SGO•.5O.K ............• ......... = 2SO. e%= K (= +,0) ................ .. =f1.4±0.25 . =. 17kSF.(1'X0(2X .22 (1/G, ( 24.0) ± 2SO/jç,6 I-OG 0.213 • 1.34 kZ)=.< ......:.. ......... . M7 . = = /1C.O.i & 13 — *-= .---.-.--. .. ..• . •, . I : • DATE -____ SUBJECT SHEET NO CHKD. BY...............DATE............_.. --____ ______ JOB -NO.- Pôo7/N 13PEACING7 COL. .............. ?Vs k pi i- = j •PE k . .. ......... TOTAL = /2S .x7S 52.46 . •. . ZtL,E=J23.1O'(M4\ (MAX) . . go' 4 IO'. •• - .POoT,N 67 :. ..501 x2-6 co ,..-.. ° fOOTIN, o.o ks rz..' . O•SO kF .• ..:. 0, 2-0 ' . 5 ... .4 3 lM1NCp L1N/POt1 ; TOTAL 2.TK 0= :Llg ksF A~a-D Is "@1 ±1. ...:. . .... TOT4L. . 1.72 ksF.. < '° *4,K 3 X x g5) : • • .•..... % • : 1' P049A 80 L/C. I) ___ : • - . $Y... ...._OATE______ SUBJECT SHEET CHKD. BY----- DATE •.. JOB . (CONT).- - . L. • 40 .I 1 4 eq qMDE AAM: -k •.•. .• -. 14.0 2D • ', MIN. Cot, LOAb. PAceNC • :.. 17 LI I, = - = (32.4o S#4 qw FOOT/N4 32x.1S0 =. -0 63 'FT. (NEIECTIN4 it) LANGTP OF F07/N b. TO THE LOAb S24O/ C k ........... .- .- ..............,-. ____________ . .,.O , O.3xJ5x:. • 14S.0k' .& I4S. BOX !.Q/ .. 2 5f IN (7T .0/N>2.54-) ci Ma Z.. 00 1;3 Go/1 YX 4• .... :.' A (M IN.) 003 x ac. s LI 12 Z4 5 IN - •. :....: 1 ' - ...........PV!b#7T .... . &Q=V7jc1'&ct2x =. Dto VEL DY.... DATE_____ SUBJECT SHEET NO.OF.......... CHKD.DY_ DATE..__.. --___.JOBNO..._. - OT/N T/t7-e/P p/WEL . .. . . ROOF (ao +:Zo) 24/2 . .450 4/FT .1moo'k. C-2 S +20 4-870),1!4O .... =2 rx1cO+ IS e rs"CON CONC. COL. 7..0 x a/2.0 . . ..............,T: . ....................... TDTAL ++ + ff-/Ir T. / ISO *SO C'-fA F 200 j°SF. S oo . .07W.. F00T/N SxJ• l... .c.JSO......: 4 .9•. TOTAL gabB #/FT. I. FTq. W7B7I-J = s&/.o' #4 CbNT. 47 ZD!',Q..S . C 2#+GONt 4#7... . .) 1• - -................. 4#4 ........................ .1'. : . . . . • Tlb, AVE&P BY DATE SUBJECT SHEET1NO OF - - CHKD. BY. ............... DATE .................. ......................... ...............................................JOB NO..5. ............................................................. ...rILr-....tiP....4............ CJOLL/M _.2:4iqp CANt& TO /rtJ5j7- RMJF c13 - BY....__..............OATE....__ SUBJECT I ..VL SHEET NO.--' No.j9v5 2- CHICO. BV...._.........DATE......__.. -- -- JOB - - qP.iviry W11X$ = 4O/FT. x 2-4 0, 11.52 k..) :S/NbEL = IE)O x 12.0 f9 .O '9 - M7. 11S2 x(s. 0 + ...................................................................................................... .l44O) RP-.2 = 1.11-k/FT. k24-.O 27.3Q?') , ia&-L.. QOO X e.t-20x4)x 12.. = to wi ~14 - 27.3Q'x ..s/i -......... K'-................ ..............................••L ............ MMM S (.SE/sm/c WNE 2.75 . i. = (O.IbOxS.S/+.02x4.O/2).c12 'OS12 .. O.3(O. If) Ox3./ H .O7 x!2. = k- .( . ..... O-Z(c)-IOOX 'S-0/2 +.t-D2x4/,)x 2 = 087x12.. = -. -- O.(O. too x3./2.i-.O2x+/2)xt2. I .oS,12 0.77 k M EM 5gg ppofERj/Es ............. . c.s9f2 4 x /53 / A: 24x 10 * GENERAL FRAME ANALYSIS * * ** ** ** * * ******* ** TAVELERS/CARLSBAD, PRECAST WALL PANEL, JOB #8502, AUG. 8, 85 JOINT COORDINATES JOINT X 1 0 2 0 3 0 4 0 5 0 6 0 7 0 JOINT RESTRAINTS 1 HINGED 4 ; ROLLER IN V 7 ; ROLLER IN V 4$ OF EQUATIONS = 17 ( MEMBER IDENTIFICATION V 0 4 8 13 16 20 25.5 MEMBER JT. JT. TYPE LENGTH L(X) L(Y) 1 1 2 A 4.00 0.00 4.00 2 2 3 B 4.00 0.00 4.00 3 3 4 C 5.00 0.00 5.00 4 4 5 D 3.00 0.00 3.00 5 5 6 E 4.00 0.00 4.00 6 6 7 F. 5.50 0.00 5.50 in I I.e ( E3 MEMBER PROPERTIES AND LOADS MEMBER PROPERTIES IN INCH UNITS AND FRAME DIMENSIONS IN FEET E3122 MEMBER TYPE A LENGTH = 4 L(X)= 0 L(Y)= 4- .1 1 A=240 MEMBER TYPE B LENGTH = 4 L(X)= 0 L(Y)= 4 I 1000 A = 240 MEMBER TYPE C LENGTH = 5 L(X)= 0 L(Y)= 5 1=1000 A=240 MEMBER TYPE D LENGTH = 3 L(X)= 0 L(Y)= 3 1= 1000 A=240 MEMBER TYPE E LENGTH = 4 L(X)= 0 L(Y)= 4 1= 1000 A=240 MEMBER TYPE F ( LENGTH = 5.5 L(X)= 0 L(Y)= 5.5 1=1000 A=240 LOADINGS E-5 LOAD COMBINATION 1 2 3 4 DEAD LOAD FACTOR 1.000 0.000 0.000 0.000 LIVE LOAD FACTOR SELECTIVE SELECTIVE SELECTIVE SELECTIVE TYPE JOINT P(X) P(Y) 7 0.00 21.12 JOINT P(X) P(Y) 4 0.00 37.92 JOINT P(X) P(Y) 6 -1.13 0.00 5 -.68 0.00 JOINT P(X) P(Y) 3 -1.04 0.00 2 -.77 0.00 DISPLACEMENTS JOINT X (-->) Y (DOWN) 1 0. 0000E+00 0. 0000E+00 2 7.2380E-04 1.1275E-04 3 9.9345E-04 2.2550E-04 4 0. 0000E+00 3.6643E-04 5 -1.4456E-03 4.5099E-04 6 -2.9151E-03 5.6374E-04 7 0 • 0000E+O0 7.1877E-04 JOINT X (-->) Y (DOWN) 1 0. 0000E+00 0. 0000E+00 2 -3. 4380E-03 2.0243E-04 3 -4.7189E-03 4.0487E-04 4 0.0000E+00 6.5791E-04 5 3.8097E-03 6.5791E-04 6 4.2107E-03 6.5791E-04 7 0.0000E+00 6.5791E-04 JOINT X (-->) V (DOWN) 1 0.0000E+00 0.0000E+00 2 6.8658E-04 0.0000E+00 3 9.4237E-04 0.0000E+00 4 0. 0000E+00 0. 0000E+00 5 -1.2894E-03 0.0000E+00 6 -2.0589E-03 0.0000E+00 7 0.0000E+00 0.0000E+00 JOINT X (-->) V (DOWN) 1 0.0000E+00 0.0000E+00 2 -2.0205E-03 0.0000E+00 MOMENT LOAD COMBINATION 1 8.16 MOMENT LOAD COMBINATION 2 19 • 38 MOMENT LOAD COMBINATION 3 0.00 0.00 MOMENT LOAD COMBINATION 4 0.00 0.00 ROT. (CW) LOAD COMBINATION 1 1.9987E-04 1.4310E-04 -2.7201E-05 -3.9974E-04 -5.0779E-04 -1. 2698E-04 '1.3760E-03 ROT. (CW) LOAD COMBINATION 2 -9.4939E-04 -6.7974E-04 1.2921E-04 1.8988E-03 6.9571E-04 -3. 9798E-04 -9.4939E-04 ROT. (CW) LOAD COMBINATION 3 1.8960E-04 1.3575E-04 -2.5803E-05 -3.7919E-04 -3.9974E---:04 7.4727E-05 5.2416E-04 ROT. (CW) LOAD COMBINATION 4 -6.0070E-04 -3. 1398E-04 3 -2.1261E-03 0. 0000E+00 2.6207E-04 4 0. 0000E+00 0. 0000E+00 3.8983E-04 5 7.8216E-04 0.0000E+00 1.4283E-04 6 8. 6449E-04 0. 0000E+00 -8. 1708E-05 7 0. 0000E+00 0. 0000E+00 -1.9492E-04 MEMBER FORCES - C1DMP + TN5IO MEMBER LD.COMB. JOINT AXIAL SHEAR MOMENT TYPE A 1 1 1 -21.12 .15 0.00 2 -21.12 .15 -.62 I 2 1 -37.92 -.73 0.00 2 -37.92 -.73 2.92 1 3 1 0.00 .15 0.00 2 0.00 .15 -.58 1 4 1 0.00 -.78 0.00 2 000 -.78 3.11 TYPE B 2 1 2 -21.12 .15. .62 3 -21.12 .15 -1.23 2 2 2 -37.92 -.73 -2.92 3 -37.92 -.73 5.85 2 3 2 0.00 .15 .58 3 0.00 .15 -1.17 2 4 2 0.00 -.01 -3.11 3 0.00 -.01 3.14 TYPE C 3 1 3 -21.12 .15 1.23 4 -21.12 .15 -2.00 3 2 3 -37.92 -.73 -5.85 4 -37.92 -.73 9.50 3 3 3 0.00 .15 1.17 4 0.00 .15 -1.90 3 4 3 0.00 1.03 -.14 4 0.00 1.03 -2.03 TYPED 4 1 4 -21.12 -.81 2.00 5 -21.12 -.81 .44 4 2 4 0.00 -.79 9.88 5 0.00 -.79 -7.51 4 3 4 0.00 -1.17 1.90 5 0.00 -1.17 1.60 4 4 4 0.00 -.16 2.03 5 0.00 -.16 -1.54 TYPE E 5 1 5 -21.12 -.81 -.44 6 -21.12 -.81 3.69 ( 5 2 5 0.00 -.79 7.51 6 0.00 -.79 -4.35 5 3 5 0.00 -.49 -1.60 6 0.00 -.49 3.54 5 4 5 0.00 -.16 1.54 6 0.00 -.16 -.89 E-7 TYPE F 6 1 6 -21.12 -.81 -3.69 7 -21.12 -.81 8.16 6 2 6 0.00 -.79 4.35 7 0.00 -.79 0.00 6 3 6 0.00 .64 -3.54 7 0.00 .64 0.00 6 4 6 0.00 -.16 .89 7 0.00 -.16 0.00 REACTIONS JOINT X (<--) Y (UP) MOM. (+CCW) LOAD COMBINATION 1 1 .15 21.12 0.00 4 -.97 0.00 0.00 7 .81 0.00 0.00 JOINT X'(<--) V (UP) MOM. (+CCW) LOAD COMBINATION 2 1 -.73 37.92 0.00 4 -.06 0.00 0.00' 7 .79 0.00 0.00 JOINT X (<--) V (UP) MOM. (+CCW) LOAD COMBINATION 3 1 .15 0.00 0.00 4 -1.31 0.00 0.00 7 -.64 0.00 0.00 JOINT X (<--) V (UP) MOM. (+CCW) LOAD COMBINATION 4 1 -.78 0.00 0.00 4 -1.20 0.00 0.00 7 .16 0.00 0.00 LORD COMB. I MAX. EISPL. 2.9I53E-3 O3NT TO PROCEED E-S LORD COMB. 2 MRX. EXSPL. 4.7I8E-03 'cxNT TO PROCEED LORD COMB. 3 MRX. EISFL. 2.B9E-03 cNT TO PROCEED LORD COMB. 4 MAX. EISPL.= 2.I2E3E-03 LI 'ONT TO FROCO Elo By...._____ DATE....__ . .SUBJECT7 tLLS/CLS814Z) SHEET CI4KD. BY_ DATE.. JOB NO... COLUMN 24x /0 (CONT) 10 • . : _ 82Qk •M I.42.009.SO+1.)O#2.0) a ... ... .. __ 'M= f4Q.23...5.+I.I7-.I4) 1. 4 G S5)-.23 K • I fOSs 3.I1uz ) ... ...• = -.7Q (' 47 -1 6~ + .4-24-7-1.2GI)KID x/2 A = -+.OjIx'O x12.. 0 sq/Ne cmp, -'re s l t) / M (buss TO p-) 82. G X .0 i.,.........-. ..........: ..... •4 ........... ..... k/ l.0xl2.xI2/0310 SLENbE COL. PcI °47 -;-T i----:------------- . . . . 3 12 2 x -200 ~/2~ -5 - c 0,K 12.EI/k x 12- 745.2y 0.70x 745.29,) .. ***** * * * * ** * * *** * * ***** * CONCRETE COLUMN DESIGN * ****** ** **** * * * *** * * ** **** TRAVELERS/CARLSBAD, PRECAST WALL COLUMN, JOB * 8502 DESIGN METHOD = STRENGTH (ULTIMATE) 1 NPUT DATA DESIGN (ULTIMATE) LOADS: (FT. AND KIPS UNITS; + MOM.=CLOCKWISE) MOMENTS LOADING AXIAL X DIRECTION V DIRECTION NUMBER LOAD TOP BOTTOM TOP BOTTOM 1 82.7 11.7 0.0 0.0 0.0 LENGTH UNSUPPORTED (FT.) = 12.5 IN X DIRECTION: BRACED AGAINST SIDESWAV EFFECTIVE LENGTH FACTOR(K) = I IN V DIRECTION: BRACED AGAINST SIDESWAY ( EFFECTIVE LENGTH FACTOR(K) = 1 MATERIAL STRENGTH: CONCRETE Fc (KSI) = 3 STEEL YIELD (KSI) = 60 SECTION: RECTANGULAR (TIED) 10 IN. IN X DIRECTION 24 IN. IN V DIRECTION CLEAR COVER OVER VERT. BARS (IN.) = 2 MOMENT RATIO, DL/TOTAL IN X DIRECTION = .47 REINFORCING AREA REQD.= 2.40 SQ.IN. (MIN. STEEL) PERCENTAGE =0.0100 BARS ASSUMED TO BE ALONG SIDES PARALLEL TO V DIRECTION MOM. MAG. FACTORS -- X DIRECTION Y DIRECTION 1.00 11.00 tI _fj__••__.......___ ... .i• -M 37.4 I-ell = 2f.2 K'UPP0R.T. BY ................................ DATE SUBJECT .... .4................. SHEET CHKD. BY. ............... DATE .................. ........................................................................................................... ..... JOB NO I: A . L. I114 o'I I• I = (i-. A 24 )1 4 H • =. 1.17 _).6 1 1. 41- 2 = Io tN 'oT8 BY................................ DATE . SUBJECT ........ ............................................................................... CHKD. BY................DATE.................................................................................................................................. SPLEL L-J4T6R4L LM 7 - 20 C4. * 2) = /29 'I2o.x2O/ = G.oi(' As G .osf.4/ 4.2x O.3 114. < Os-/lJ ppi 0u E 2 #7 . # iz) - 2 4 1 2 fl SHEETNO.... OF- ..Q?- JOB NO. ........ To I. 2.'. BY................................ DATE .................. CHKD. BY. ............... DATE ..................................................................................................................................JOB NO ....âS2r.... •- i ____ I C6. 711 of 10 T = . -#• h ;. I ...ip. I * I • p . I- z 4 4 a BY ................................ DATE . SUBJECT . . • SHEET ~NO. CHKD. BY................DATE.................................................................................................................................JOB NO1. ...... .c2O2.. &TT SPNbE@ FoOThsIc . N57 •p,E5UE =0. .27 5 fT_ M NT =70 - e4-UK' . =o.7- IN 2-#7 -46 -tM - 2.70c20.O/S = /3S K 'MI?N = Iii /N (2 7~i , .;: ........ BY................................DATE ..................SUBJECT .........................................................................................SHEET NO. ............ OF gm CHKD. BY................DATE.................................................................................................................................JOB NO ñ! HE1beb .srqj; BY ................................ DATE .................. SUBJECT CHKD. BY................DATE.................................................................................................................................. WbROJF ,EAMZ Li k - : E'17: O . SHEET N........OF............... JOB NO .......... it 7.ok 1a I . 'c: '' • • ( f'/..x/2)d-o" 1: STUb. SH&~Rl STUb fyi = 7.Ox1 -r = ~- f3- /)5 Fl BY___.DATE SHEET NO. .._.... Joe /1qy7q4. 4V4cy-'if ISUBJECT1JIk - LL. SHEET 46A CHKD.By.. .......DATE......__.. ------••----..-....-..-..-.................................. ,........JOB NO.I.EERm......... Ld%T213 oH oll 24 J I I I j Vfl3'dj[St >QQ!) '2 '' p,zitil f#4A By- ......DATE______ SUBJECT SHEET N F3' O. ........OF_.............. CHKD. BY_..............DATE...___.. JOB - , <'c' .: •.- -- (4 -41 2. ta k)AWP1J IZ i t /f. - %6.S$Iw -D'x. V4 . 42X /I-r'4 S-141mrz, V,,, ' - VOW4,Wx . if • 21Xf 2 • . .. ... • ..... • .. ....... "°4 3 • f''ZT fzc) . olfd~? VA ' eeJcfl'1r- w) • (' ,r ......... . - i-7 à3ct" -. •• •- • -. -. •• - •••- fp 3.ix/44 1I16/ . . =7( zr. wee) ....... 3- : ....... p5 : ...• c ' (b) - k c r cp C4Z 4wç Ff DATE____ SUBJECT - SHEET NO. CHKD. BY----DATE---- JOB /55 /zd 9C Ix .,'ei' (e 4rw I57r 17c • W4&/D.W 6 K C C x 7a-/fi' t4'J' 2f /?,r .................... - rZtef 4f" / 1* 4v ii; wia) lwwrcle ' T -I/Mr e .F4 ••••••fl •/ . .7O(D47(iJFZ) C44t 7x2.J.~ . Ic//wDs1 (ic x Z- 400a - ...... • •.. . ,'rra xIL,,7/ Zf' /o3cZJ2* /r6z..t- çL - /17~e ' (Sihq,e 12fl '1 )c _ ,4 z$&7 "k2/' ) t jt - aI7 c4b /tf CctiC./'4uc I . . .. . ...........:•-. . . . .; I .:.... -. . .-. ...., q . . j jiv . . eiR (%) 2 • D #'4'Q •%'. ,, 1 •• 4. 4' - 000 4 y 97/74 S • ('J ,fr . c ,) .4 t'4 o' -J .4?, ... .:,* x(ic )51. dr: 07 -._____ -. .. . ,y*,6 fewj '4 •J +2Lz 'J Y(2ldp;l x 4r 9) 1 or 7-01 r -i ,.. -..-.'. - i'flV 7e'9fr7 ear E.Lva --Ae 0)IH3 0N .L33HS .L33FBflS 3.LVO A8 ?7'&L - - /2t SWT BY.... _DATE_____ SUBJECT_.. -_______ -SHEET NO. CHKD. BY.... DATE_....._ ........ .__ ___ JOB Av T ( - - •.-.- ... . •.---.- ...............--.--- .., - •" rr ------------------- :-------- - -- . - 11 I - - .-.-- - .ay... DATE____ SUBJECT _ SHEET NO. .Jf7OF............._ CHKD. BY---DATE--- - JOB &' od Ac! C ,./.3.z, f'7,./ Vn -lip ..... . A /e, x 1Z s// f/ z. :...: I 1IIIIIH'c!,2'4 . BY.... ...._DATE______ SUBJECT --______ . SHEET NO CHICO. DY......_DATE......._.... - . JOB NO._L..k..._...... V vls4&Ar I •. / -c f/F1t g/-(k. ...: ....... • 4L L.......... pm - . -. . ....... -... •. -..•.. • . .-• •. - -. •. • . __ • _____ AA fjr • (•. \. . . . . -------- . . . Coe. - ..• . • . / g, ........................... . . .. . . - • ------- .................• -•- I ---..-.---..----.--.•--.••-- -•- . . •. •• ••• - . - •, . . •• ..: • .• BY.... ......DATE :SUBJECT-_ SHEET NO. CHKD. BY_ DATE..___ JOB NO k'ir - r4c I '/77'I)xF)I!27 x('X q6oe (,4 w4c9) ,(3ot:)Ax/% cP"t ec(ii - 3csçtc/2.s V .. •' . • . .............- .............. - j13 — (?MR3)x/2 /tsc) x .Tf-4Y -71 ............................- .---.•--- .., .•--. iWSWOL / ••i~°' 4 '.iq 77&) ............. I 0 .. . • W1w12./c1 (iiv)J . •• _DATE______ SUBJECT SHEET NO. .OF................ CHKD.BY ___OATE..___ JOB ft,24ø, DC/IT (q) AA4. ccJ/iiL e Al d . - Ptic. 4ir?3 ,44P/ Ix /2fx2/-"4,6 , 4t5 j. . . 4: /2.k• 3' ,Q //h3c _qy • • • io#'i C.41p7F4t 4/4rJ?f • 44i # 7 (c? '4jjo6 &v,') 'f "w~,Fe7n)7 d 0 77CP A SV 40 r 0244 ( . • : • . :.•. : : .• • ........... .. ..... I .• ** ** * ******* * ** * ** * **** *** * GENERAL FRAME ANALYSIS * ** * * * * ** ** ** * * * * *** TRAVELERS CARLSBAD, K BRACING, JOB #85029 7.23.85 JOINT COORDINATES JOINT X V 1 0 0 2 24 0 3 0 12.75 4 12 12.75 5 24 12.75 6 0 25.5 7 12 25.5 8 24 25.5 JOINT RESTRAINTS 1 HINGED 2 HINGED * OF EQUATIONS = 20 MEMBER IDENTIFICATION MEMBER JT. JT. TYPE LENGTH L(X) L(Y) 1 1 3 A 12.75 0.00 12.75 2 3 6 B 12.75 0.00 12.75 3 2 5 A 12.75 0.00 12.75 4 5 B B 12.75 0.00 12.75 5 3 4 C 12.00 12.00 0.00 6 4 5 D 12.00 12.00 0.00 7 6 7 E 12.00 12.00 0.00 8 7 8 F 12.00 12.00 0.00 9 1 4 6 17.51 12.00 12.75 10 4 2 H 17.51 12.00 -12.75 11 3 7 I 17.51 12.00 12.75 12 7 5 3 17.51 12.00 -12.75 7 8 E /\ F ru I m ~< X> QNT TO PROCO O3NT TO FROCD ,., 3 MEMBER PROPERTIES AND LOADS MEMBER PROPERTIES IN INCH UNITS AND FRAME DIMENSIONS IN FEET E 2900 • MEMBER TYPE A LENGTH = 12.75 L(X)= 0 L(Y)= 12.75 1=27 A=8.36 MEMBER TYPE B LENGTH = 12.75 L(X)= 0 L(Y)= 12.75 I = 27 A = 8.36 MEMBER TYPE C LENGTH = 12 L(X)= 12 L(Y)= 0 1=510 A=10.3 HINGED END(S)--LEFT MEMBER TYPE D LENGTH = 12 L(X)= 12 L(Y)= 0 1=510 A=10.3 HINGED END(S)--RIGHT MEMBER TYPE E LENGTH = 12 L(X)= 12 L(Y)= 0 I301 A=7.6B HINGED END(S)--LEFT MEMBER TYPE F LENGTH = 12 L(X)= 12 L(Y)= 0 1=301 A=7.68 HINGED END(S)--RIGHT q,ro'r f-icL MEMBER TYPE S LENGTH = 17.5 L(X)= 12 L(Y)= 12.75 1=22.8 A=6.58 HINGED END(S)--BOTH MEMBER TYPE H LENGTH = 17.5 L(X)= 12 L(Y)=-12.75 1=22.8 A=6.58 HINGED END(S)--BOTH MEMBER TYPE I - LENGTH = 17.5 L(X)= 12 L(Y)= 12.75 - 1 = 16.9 A = 4.59 HINGED END(S)--BOTH MEMBER TYPE 3 LENGTH = 17.5 L(X)= 12 L(Y)=-12.75 1=16.9 A=4.59 HINGED END(S)--BOTH LOADINGS LOAD COMBINATION 1 2 3 4 DEAD LOAD FACTOR 1.000 1.000 1.000 1.000 LIVE LOAD FACTOR SELECTIVE SELECTIVE SELECTIVE SELECTIVE TYPE JOINT P(X) P(Y) MOMENT LOAD COMBINATION '1 7 0.00 1.00 0.00 JOINT P(X) P(Y) MOMENT LOAD COMBINATION 2 4 0.00 1.00 0.00 JOINT P(X) P(Y) MOMENT LOAD COMBINATION 3 6 1.00 0.00 0.00 JOINT P(X) P(Y) MOMENT LOAD COMBINATION 4 3 1 .00 0.00 0.00 DISPLACEMENTS JOINT' X (-->) 1 0.0000E+00 2 0. 0000E+00 3 -1.8349E-05 4 8.2738E-21 5 1.8349E-05 6 -7.7791E-09 7 1.1125E-20 B 7.7791E-09 V (DOWN) 0. 0000E+00 0. 0000E+00 2. 6058E-05 7.7994E-07 2. 6058E-05 2. 6816E-05 1 • 6378E-04 2. 6816E-05 ROT. (CW) LOAD COMBINATION 1 -2. 1585E-06 2.1585E-06 -3.0506E-10 5.4816E-22 3.0506E-10 2.1579E-06 1 • 4248E-21 -2.1579E-06 JOINT 1 2 4 5 6 7 8 JOINT 1 2 3 4 5 6 7 B JOINT 1 2 3 4 5 6 7 B X (-->) 0. 0000E+00 0. 0000E+00 0. 0000E+00 -2.2815E-23 -3.5545E-23 1.8227E-22 1.8240E-22 1 • 8098E-22 X (-->) 0. 0000E+00 0. 0000E+00 1. 1784E-04 9. 7731E-05 1782E-04 4128E-04 2.8743E-04 8741E-04 X (-->) 0. 0000E+00 0. 0000E+00 1.3765E-04 9.7580E-05 9.7647E-05 1. 1784E-04 1. 1781E-04 1. 1782E-04 Y (DOWN) 0. 0000E+00 0.0000E+00 7.7994E-07 8.395 1E-05 7.7994E-07 7.7994E-07 7.7994E-07 7.7994E-07 V (DOWN) 0. 0000E+00 0. 0000E+00 -2.7921E-05 3. 6400E-23 2.792 1E-05 -2.7921E-05 -7.7791E-09 _) 792 - 05 . V (DOWN) 0. 0000E+00 0 • 0000E+00 -2.5829E-08 -5. 4600E-23 2.5829E-08 -1.2682E-07 -1.8349E-05 -7.5165E-08 ROT. (CW) LOAD COMBINATION 2 -4.239 IE-24 -8.0744E-24 8.4781E-24 2.1233E-23 7.7852E-24 1.3213E-23 3.2185E-23 1.9516E-23 ROT. (CW) LOAD COMBINATION 3 7.1716E-06 8. 2258E-06 1.3384E-05 2.3268E-06 1.1271E-05 1.9596E-05 2.3268E-06 1.4316E-05 ROT. (CW) LOAD COMBINATION 4 1.3884E-05 9.1776E-06 4.6211E-06 2.1524E-09 4.6205E-06 -4.6413E-06 2.1524E-09 6.33 11E-OB MEMBER FORCES MEMBER LD.COMB.. JOINT AXIAL SHEAR MOMENT TYPE A 1 1 -.50 -0.00 -0.00 3 -.50 -0.00 0.00 2 1 -.01 -0.00 0.00 -.01 -0.00 0.00 3 1 .53 -0.00 0.00 3 .53 -0.00 .01 4 1 0.00 0.00 0.00 1 1 1 1 3 0.00 0.00 -.01 3 . 1 2 -.50 0.00 0.00 5 -.50 0.00 -0.00 3 2 2 -.01 -0.00 0.00 5 -.01 -0.00 0.00 3. 3 2 -.53 -0.00 0.00 5 -.53 -0.00. 0.00 3 . 4 2 -0.00 0.00 0.00 5 -0.00 0.00 -0.00 TYPED 2 1 3 -.01 0.00 -0.00 6 -.01 0.00 -0.00 2 2 3 0.00 0.00 -0.00 6 0.00 0.00 -0.00 2 3 3 0.00 0.00 -.01 6 0.00 0.00 -0.00 2 4 3 0.00 -0.00 . .01 6 0.00 -0.00 -0.00 . 4 1 5 -.01 -0.00 0.00 8 -.01 -0.00 -0.00 4 2 5 -0.00 0.00 -0.00 8 -0.00 0.00 -0.00 4 . 3 5 0.00 0.00 -0.00 8 0.00 0.00 0.00 4 4 5 0.00 -0.00 0.00 8 0.00 -0.00 -0.00 TYPE C 5 1 3 .46 -0.00 0.00 4 .46 -0.00 .05 5 2 3 -0.00 .01. 0.00 .4 -0.00 .01 -.18 5 3 3 -.50 0.00 0.00 4 -.50 . 0.00 -0.00 5 4 3 -1.00 0.00 0.00 4 -1.00 0.00 -0.00 TYPED 6 1 4 .46 0.00 -.05 5 .46 0.00 0.00 6 2 4 -0.00 -.01 .18 5 -0.00 -.01 0.00 6 3 4 .50 0.00 -0.00 5 .50 0.00 0.00 6 4 4 0.00 -0.00 0.00 5 0.00 -0.00 0.00 TYPE . 7 1 6 0.00 .01 0.00 7 0.00 .01 -.17 7 2 6 0.00 -0.00 0.00 7 0.00 -0.00 0.00. 7 3 6 -1.00 -0.00 0.00 7 -1.00 -0.00 0.00 7 4 6 -0.00 -0.00 0.00 7 -0.00 -0.00 .02 icz. TYPE F B 1 7 0.00 -.01 .17 8 0.00 -.01 '0.00 8 2 7 -0.00 0.00 -0.00 8 -0.00 0.00 0.00 8 3 7 -0.00 0.00 -0.00 8 -0.00 0.00 0.00 -. B 4 7 0.00 0.00 -.02 -: e 0.00 0.00 0.00 TYPE B 9 1 1 -.01 0.00 0.00 4 -.01 0.00 0.00 9 2 1 -.67 0.00 0.00 4 -.67 0.00 0.00 9 3 1 .73 0.00 0.00 4 .73 0.00 0.00 9 4 1 .7. 0.00 0.00 4 .73 0.00 0.00 TYPE H 10 1 4 -.01 0.00 0.00 2 -.01 0.00 0.00 10 2 4 -.67 0.00 0.00 2 -.67 0.00 0.00 10 3 4 -.73 0.00 0.00 2 -.73 0.00 0.00 10 4 4 -.73 0.00 0.00 2 -.73 0.00 0.00 TYPE I 11 1 3 -.67 0.00 0.00 7 -.67 0.00 0.00 11 2 3 -0.00 0.00 0.00 7 -0.00 0.00 0.00 11 3 3 .73 0.00 0.00 7 .73 0.00 0.00 11 4 3 -0.00 0.00 0.00 7 -0.00 0.00 0.00 TYPE 3 12 1 7 -.67 0.00 0.00 5 -.67 0.00 0.00 12 2 7 0.00 0.00 0.00 5 0.00 0.00 0.00 12 3 7 -.73 0.00 0.00 5 -.73 0.00 0.00 12 4 7 -0.00 0.00 0.00 5 -0.00 0.00 0.00 REACTIONS JOINT X (<--) V (UP) MOM. (+CCW) LOAD COMBINATION 1 1 -0.00 .50 0.00 2 0.00 .50 0.00 JOINT X (<--) V (UP) MOM. (+CCW) LOAD COMBINATION 2 1 -.46 .50 0.00 2 .46 .50 0.00 'N// N, I'Q•• = ( E .•> i• )' I = 't'31-13 dO '',q i'I-/L NI 'QQZQ = 'V/s, Qi VtAI/QN-i.q NI Ni,4N/ 9/•o = s Lz c c' ZI Q = Ni/N1 = cI\ç— P!t, •. ' ----H— '-TNVVNi4Nq) ',NQ1b3- VdNQNP IJL a'Qd 1,z: -fr4 acziicd rE () t ' '7V] Q = •. ) J • • .L N / b / z • - .' r, , ,-,, - (. ,, , A 1\ (Li .f 7'> ?(1I'*'° fly 9 -, ( •3d og S°LZI<5Q/*I1 -0 Qi o,ot ç73wd -17/i , tvn NO Qd I t/Yf ON eor ........................................................................................................................................................CMHD ................. CIO ...... .... .ON .LJ3HS ........................................................................................irans ..................3J.vO 61d '' L r' •.7ILL/Y' —%.,jvlvv/-v NI 6 T/Y 09/000/0ox r,.o X -C ' s = • Lt P2.0 SUBJECT* ...................................................................... ........... ....... SHEET NO.............OF................ JOB NO...$O .S .L..... 9S&1/C TILT- LIP ON LINE ' .... iYJWMN, M 300 10 = 57GK' BY . DATE CHKD. BY. ................ DATE fof. f1 - I2. nk 1).'C4A1OL/4XiS 44 1-i9' MtNoP- 4X/3) 0 C-4 IrO K 11,7 T~Izl 7 - 4 24.0 ,j, <2b1Lob: F2/ BY................................ DATE ..................SUBJECT ........................................................................................SHEET NO....OF CHKD. BY................DATE..................................................................................................................................JOB NO. ...... 01 SEISMIC ' (TILT-UP PANEL) 54 #Fl - '4-3 k CLrttj! 2, ND. OF = - P/ftONLJ,\/64. P,0t1/bE SAME ZE7. AS fOR. /&/25 U/'IE (4 FL LL: 5,0 F• 7L = z ?ST- ? L: c- - - — w 11- I V in W .00T 28i95 PAPA - LL= tco 9sr- \IS PSF 1B" 1t"\ Lcoa. owT , 2Ll cgp.t LOM AJ: Z 3 SV- 'A/ Czt \B(çt Mi I3400"' 7 0k. VA = Z 0L &L O'1 /oc 3tL The Engineer'. stamp Is to confirm thatTKI6 Joists are designed to carry the loads shown for the spans and spacings Indicated above. The design loads were provided by others and their adequacy has not been verified. If the loads, spans, or spacings are incorrect or Incomplete notify TM! Structural Systems, Inc. Immediately. Neither Engineer nor TM! Structural Systems, Inc. is responsible for the design or manu- facture of these Joists if altered or used in any other manner not shown specifically on these calculations; nor are they responsible for any other portion of the supporting structure. 0FESSi07 (4(SO IVIL CD ( rn 'Op ct-'t.-" . . • PROJECT: DESIGNER: . • I . CHECKER: STRUCTURAL SYSTEMS. INC. . SHEET: I • . •• DATE:10 135 . •• . I JOB NO: • • Innovative Engineering in Wood OF ..' SHEETS POEM. EL 904 . ...4.d . . . 1 It F1 Sv\U 10)01* Ii" Ti4\-4 Mi_ r ,4cd 7 uoz). OIL /A; IL 0 6c L (2%1F--40 FL0. ocç , SPA) L\fOW% Lo ,j.. 1,24 IPLF- - M D?." ¶M\4 RQ)I& ? VA— ?koO? &v O7 /cj i.% The Engineer's stamp Is to confirm that TMIO Joists are designed to carry the loads shown for the spans and spacings Indicated above. The design loads were provided by others and their adequacy has not been verified. If the loads, spans, or spacings are Incorrect or Incomplete notify TMI Structural Systems, Inc. Immediately. Neither Engineer nor TMI Structural Systems. inc. Is responsible for the design or manu. farture of these joists If altered or used in any other - -- I ....1I......... ...T...S...... 0k / EI so To Q4%\ LU cc 030886 ) CIVIL -OF C manner r ey responsible for any other po 1.t.F tZac-} '• "T'•g structure. DESIGNER: IVI I CHECKER: STRUCTURAL SYSTEMS. INC. DATE: • • I SHEET: • • 1 1 JOB NO: •. . InflOvati. Engineering in Wood OF ..I SHEETS FORM- Ci. 104 ILV/b)iiW IL)(. V1 . S(t'$UE cfN1 ) •u\FoRtA Low MAx SPNA . s'= 16," o-(-. viA ti _4 /21o00 MA Il'Zio' ?11166 1* 01C. 2t(,? OiL O4( ak cck'I C5 16' TM' FkP)WS-1 i M?L $I:i+ ) oVat.\ LDP MPcspAl 2c 4: ItLF - /t4 .l400 VA it6?fr OIL &LL 01 - The Engineer's stamp Is to confirm that TMIG Joists are designed to carry the loads shown for the spans and spacings indicated above. The design loads were provided by others and their adequacy has not been vedhed. If the loads, spans, or spacingsare Incorrect or Incomplete notify TM! Structural Systems, Inc. Immediately. Neither Engineer nor TM! Structural Systems, Inc. is responsible for the design or snanu. PROJECT: - I.F,F ey nslble for any other portion ofth DESIGNER: CHECKER: STRUCTURAL SYSTEMS. INC. SHEET: DATE u' 3 08 NO, . 2....... Innovative Engineering in WOO : - OF...? SHEETS .c._- a. Tu. , bEAT TRANSFER COEFFICIENT Form 3 PROPOSED CONSTRUCTION ASSEMBLY F RECEIVED NOV 41985 PAPA List of Construction Components R • /C BUILT UP ROOFING 57 • Va" ptxwoop .2 • W' INSULATION 19.0 5. Vil GYPSUM SOAP .45 6. TRU 8. • Inside Surface Air Film .92 (1 4 cooling heating Sketch of Construction Assembly .25 .7 Outside Surface Air Film WEIGHT: 18 lb/ft2 cooling heating Check one: Total Resistance Rt 2237 2I • cooling heating Wall - • Roof t..... U.Value(I/Rt) .04 4 cooling heating Floor HEAT TRANSFER COEFFICIENT Form 3 PROPOSED CONSTRUCTION ASSEMBLY WELL • List of Construction Components R G' .• I4. 5. 7. Inside Surface Air Film • cooling heating Sketch of Construction Assembly Outside Surface Air Film I '-) I WEIGHT: aolb/ft2 cooling heating Total Resistance Rt Check one. cooling heating Wall — Roof — U-Value (i/Rt) ______ • • cooling heating Floor . — (Z HEAT TRANSFER COEFFICIENT Form 3 PROPOSED CONSTRUCTION ASSEMBLY WI\I.L 2... COOiIrØ hi.i.iq List of Co,tstnjction Ccwnponeni. . R lb/t.12 ; - • -® -n Lr —U? cot3cae1-& • Ro7M BL.O& O.P • • S TV` P\NJtRAL • • .• . _; • 4• _ _ _ - 5. .• -.. .9 7 . • -1 • • 0. ___ ___ ___ • : • Inside Surface Air Film •• . C. - Outside Surface Air Film • 0.Z. 0. P'.— of Construction Assembly f Wuti Tyo. IT Totd • • R..Isienc. R1 • • • • . . • . . • 43 ______ ______ • • -. • • U.Vaue Il/fl I O.4( 0.4Z- • (Incl. Framing Factor . • of Floor Ty • . . .. • • • • WEIGHT: • • • .•• •. • • M(AT TRANSFER COEFFICIENT Form 3 PROPOSED CONSTRUC1IO14 ASSEMBLY 1\ LL CooIIvQ h..,., List of Construction Components R R lb/ft2 ' £TVCC 2.gfJ I4'SU1T,,Y . 11.0 3. -. ç Tylk & YP. L 4. 7. Inside .Surface Air Film ~8 •.1 Sketch of Construction Assembly : Wall Typo Pool Type Floor Type . my Outside Surfa.ce Air Film .2S . 17 /3. I'f- J3.06 (hR . 0 '01 (tncl.Framtng Factor of . WEIGHT: _____ HEAT TRANSFER COEFFICIEN*r i.7--PROPOSED CONSTRUCTION ASSEMULY Form 3 WALL 4 COOIIS%O Cl- S: ci Construction Assembly Wall Tyq -. 00:' '' Floor Tyre List of Construction Components R R lb/ti2 4clyp eb . O.Sc o. -c0 6. . Inside Surface Air Film o. (,8 o. e Outside Surface Air litm O .ZS Q. I Totes flsslstanc. R1 e. . 10.0S U.V.Ju. . 0,1 0 6-1 0 p (Incl.Framlng Factor Of_______ WEIGHT: . SAN DIEGO SOILS ENGINEERING, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY October 23, 1985 Sholders and Sanford 3569 Fifth Avenue San Diego, California 92103 Attention: Mr. Rick Rubin Job No. SD1422-01 Log No. 3665 SUBJECT: GRADING AND FOUNDATION PLAN REVIEW Proposed Travelers Commercial Building Carlsbad Research Center, Lot 25 Carlsbad, California References: 1. "Foundation Investigation Proposed Travelers Commercial Building Carlsbad Research Center Lot 25, Carlsbad, California" By San Diego Soils Engineering, Inc. Dated July 17, 1985, Job No. 1422-00 Log No. 3505 2. Grading Plans (C-1 and C-2) Prepared by Sholders and Sanford, Inc. Dated August 9, 1985 Structural Plans (Sheets S-1 through S-10) Prepared by Intergrated Structural Design Dated September 13, 1985 Gentlemen: In accordance with your request, we have reviewed the referenced grading and foundation plans and the earthwork specifications for the proposed Travelers Commercial Building at the subject site. The plans and specifications were provided to us by Mr. Gustavo F. Poveda of Pacific Associates Planners Architects, Inc. Based on our review, the grading and foundation plans and the earthwork specifications are in general conformance with the recommendations provided in our referenced report. SUBSIDIARY OF IRVINE CONSULTING GROUP, INC. 6455 NANCY RIDGE DRIVE • SUITE 200 • SAN DIEGO, CA 92121 • (619) 587-0250 Sholders and Sanford Job No. SD1422-01 October 23, 1985 Log No. 3665 Page 2 We believe that the pavement section of 2 inches of A.C. over 4 inches of base, as shown on grading plan C-2, is not based on an R-value testing and may not be adequate for the existing subgrade soils. We recommend that the pavement sections should be designed based on laboratory R-value testing of the subgrade soils after completion of the grading. All other recommendation's provided in the referenced report should be implemented as appropriate during grading and construction. This opportunity to be of continued service is appreciated. If you have any questions, please call. Very truly yours, SAN DIEGO SOILS ENGINEERING, INC. 6'a~ f. -0-1 Robert A. Torres Tara S. Sikh, R.C.E. 35454 Staff Engineer Manager of Engineering Services RAT/TSS/tm Distribution: (2) Addressee (2) Pacific Associates Attention: Mr. Gustavo F. Poveda It' 570 A- SAN DIEGO SOILS ENGINEERING, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY July 17, 1985 Sholders and Sanford Job No. SD1422-00 3569 Fifth Avenue Log No. 3505 San Diego, California 92103 Attention: Mr. Rick Rubin SUBJECT: FOUNDATION INVESTIGATION Proposed Travelers Commercial Building Carlsbad Research Center,.Lot 25 Carlsbad, California Reference: "As-Graded Geotechnical Report, Carlsbad Research Center ...," by San Diego Soils Engineering, Inc.; dated September 10, 1984; Job Nd. SD1162-10; Log No. SD4-3067 Gentlemen: This report presents the results of-our-Foundation Investigation for the proposed Travelers Commercial Building at the subject site. Our investigation was performed in June 1985 and July 1985 and consisted of field exploration, laboratory testing, engineering analysis of the field and laboratory data, and the preparation of this report. SCOPE OF SERVICES The scope of services provided during the preparation of this Foundation Investigation include: Review of previous soils engineering reports pertinent to the project area (See Reference); Subsurface exploration including 3 bucket auger borings to a maximum depth of 23-feet below existing grade; SUBSIDIARY OF IRVINE CONSULTING GROUP, INC. 6455 NANCY RIDGE DRIVE • SUITE 200 • SAN DIEGO, CA 92121 • (619) 87-0250 Sholders and Sanford Job No. SD1422-00 July 17, 1985 Log No. 3505 Page 2 Logging and sampling of exploratory borings to evaluate the soil conditions and to obtain ring and bulk samples for laboratory testing; Laboratory testing of samples representative of those encountered during the field exploration; Geologic and soils analysis of field and laboratory data, which provide the basis for our conclusions and recommenda- tions; and Preparation of this report- and accompanying maps, and other graphics presenting our findings, conclusions, and recommendations. SITE DESCRIPTION The project site is located in Carlsbad, California, as shown on the Location :Map, Figure 1. The site is part of the Carlsbad Research Center which was previously mass. graded under our observation and testing (see Reference). The site is relatively flat and is presently covered by light weed growth and slough fill in localized areas. Rutherford Road borders the property on the north, Geiger Court on the west, a vacant lot on the south, and existing commercial development on on the east A landscaped berm exists on the north and west edges of the property. PROPOSED DEVELOPMENT - It is our understanding that a single-story commercial building of concrete tilt-up construction is presently planned for the site. Detailed foundation plans were not available at the time Cerrb deIaCaIavera Water -- Tank , II J Well ' O p, 11 '- •. 1 1) -- Iir -ç - - - •. Waters -. • q .rank I',: ,...--• L - - •• - Gravel --.' -- - -- y J H E,t• D °çO- NJ •.A,. - -" — / I all • /4 !Bintorosa Country Mi. gua PO Ir F; r : . - /-_• •. '•, - / — -In - I - •• '7 ' I r -.'-. ' Agua 357 =1 .::- -j-- ---) ,•::- 'I -i'-Y- s -; ' Z. - - — '-1 • - I • I • .5•_••"I / •. fs --••• A. SIT\ ;;i ter ell '\c 1 • '. • ) (' L.j D. AWr - 0 2000 4000 Adapted from U.S.G.S. 7.5' San Luis Rey SCALE IN FEET Quadrangle, 1975 • I • • --LOCATION MAP I 1422-00 JUNE lOBS 1 ERING. IN Sholders and Sanford Job No. SD1422-00 July 17, 1985 Log No. 3505 Page 3 of this report However, a foundation scheme of conventional spread footings is anticipated. According to Mr. Gustavo Pevavo of Pacific Associates, the maximum column and wall loads are estimated to be on the order of 80 kips and 5.5 kips per lineal foot, respectively. Grading for the site is expected to involve creating a suitable building pad. Grading may also be required to provide for appropriate site drainage. FIELD EXPLORATION Subsurface conditions were explored by drilling 3 bucket auger borings to a maximum of 23 feet. The approximate locations of the borings are shown on the attached Plot Plan, Figure 2. The borings, were drilled with a truck-mounted 30-inch diameter bucket auger. : Drilling of the test borings was supervised, by our field engineer who logged the soils and obtained bulk and relatively undisturbed samples for laboratory testing. LABORATORY TESTING A. Classification Soils were classified visually according to the Unified Soil Classification System. Moisture content and dry density determinations were made for representative undisturbed samples. Results of moisture-density determinations, together with classifications, are shown on the Logs of Borings, Figures 4 through 6. 1. Shdlders and Sanford Job No. SD1422-00 July 17, 1985 Log No. 3505 Page 4 Expansion Expansion tests were performed on representative samples of the on-site soils remolded and surcharged to 144 pounds per square foot in accordance with the Uniform Building Code Standard No. 29-2. The test results are summarized on Figure 7, Table 1. Maximum_Density/Optimum Moisture Content The maximum dry density/optimum moisture content relationship was determined for a typical sample of the on-site soils. The laboratory standard used was ASTM: D 1557-78. The test results are summarized on Figure 7, Table 2. Sulfate A sulfate test was performed on a representative sample of the on-site soils. The laboratory standard used was California 417A. The test results are presented on Figure 7, Table 3. Direct Shear A direct shear strength test was performed on a representative remolded (to 90 percent compaction) sample of the on-site soils. To simulate possible adverse field conditions, the sample was saturated prior to shearing. A saturating device was used which permitted the samples to absorb moisture while a constant load is applied. The test result is presented on Figure 8. Consolidation A consolidation test was performed on a representative undisturbed sample of the underlying soils to help determine Sholders and Sanford Job No. SD1422-00 July 17, 1985 Log No. 3505 Page 5 compressibility characteristics. The sample was saturated mid-way through the test to simulate possible adverse field conditions. The test result is presented on Figure 9. SUBSURFACE CONDITIONS Fill Fill was encountered in all of the borings to a depth of 14 to 21-feet below existing grade. The fill generally consisted of medium dense sandy silt, and medium stiff to very stiff silty clay and clayey silt. The fill soils exhibit high to very high expansion potentials and are considered unsuitable to support a slab-on-grade. Recommendations for remedial grading are included herein. Bedrock Bedrock material, was encountered in the borings underlying the fill. The bedrock cons iste&.of...hard si1tstone/claystone material. C. Groundwater and Caving Groundwater nor caving were encountered in our exploratory borings. Sholders and Sanford Job No. SD1422-00 July 17, 1985 Log No. 3505 Page 6 CONCLUSIONS AND RECOMMENDATIONS General The proposed construction is feasible from a geotechnical engineering standpoint. The grading and foundation plans should take into account the appropriate soils engineering features of the site. Site Grading Site Cleariqa The site should be cleared of existing vegetation and any surf icial debris. Holes resulting from the removal of buried obstructions, which extend below finished site grades, should be backfilled with compacted fill. Preparation of Surface Soils Surface soils within the building area and to 5-feet beyond should be removed to a minimum depth of 3 feet below proposed grade, and replaced with select granular materials. Areas to be paved with asphaltic concrete should be processed and compacted to a minimum depth of 12-inches. Prior to placing fill, the exposed subgrade soils should be scarified to a depth of 8 to 12-inches, brought to near optimum moisture conditions and compacted to at least 90 percent relative compaction. Sholders and Sanford Job No. SD1422-00 July 17, 1985 Log No. 3505 Page 7 3. Compaction and Method of Filling Fill placed at the site should be compacted to a minimum compaction of 90 percent, based on ASTM Laboratory Test Designation D 1557-78. Fill should be compacted by mechanical means in uniform lifts of 6 to 8-inches in thickness. Rock fragments greater than 12-inches in maximum dimension should not be placed within the compacted fill. All grading and placement of fill should be performed in accordance with the City of Oceanside Grading Ordinance and the requirements of the Uniform Building Code. Import _Fill _Material Any soils imported to the site for use as fill or subgrade materials should be predominantly granular and approved by the Soils Engineer prior to importing. Laboratory testing required for approval of import sources may require 24 to 48 hours. The Soils Engineer should be notified of import locations a minimum of two (2) working days prior to its proposed use. Shrinkage Shrinkage due to removal and recompaction of existing fill soils is expected to be negligible. Subsidence is expected to be on the order of 0.1-foot overall. These are preliminary estimates which may vary with depth of removal, stripping loss, and field conditions at the time of grading. Shrinkage figures are considered to be rough estimates based on available geotechnical information and may be confirmed in the field during grading. Sholders and Sanford Job No. SD1422-00 July 17, 1985 Log No. 3505 Page 8 6. Selective Grading The results of our testing indicate that on-site surf icial soils exhibit high to very high potential for expansion. To mitigate the potential effects of these expansive materials on at-grade slabs, we recommend that building areas be capped with a minimum of 3-feet of non-expansive (U.B.C. Expansion Index less than 20) soils. C. Foundation and Slab Recommendations 1. General Our investigation indicates that the existing surface soils exhibit a high to very high expansion potential. The following recommendations are provided for the design of footings and slabs based on the expansion potential of the soils presently at the site. These preliminary recommendations should be confirmed by additional expansion testing at the completion of rough grading. Our recommendations are considered generally consistent with the Standards of Practice. The implementation of these recommendations should serve to reduce the risk of distress resulting from expansive soil. The potential for favorable foundation performance can be further enhanced by maintaining uniform moisture conditions. The footing configurations and reinforcement recommenda- tions herein do not preclude more restrictive criteria by the governing agencies or for structural considerations. A Structural Engineer should evaluate configurations and Sholders and Sanford Job No. SD1422-00 July 17, 1985 Log No. 3505 Page 9 reinforcement requirements for structural loadings, shrinkage and temperature stresses. 2. Foundations The recommended type of foundation is conventional spread footings, either square or continuous. No footings should straddle a cut/fill interface. All footings for a given building should be founded entirely in compacted fill. Columns Columns may be supported on spread footings founded a minimum of 24-inches below lowest adjacent finish subgrade. Reinforcement should be based on structural loading. Walls Exterior and interior footings should be continuous and founded at least 24-inches below lowest adjacent finish subgrade. Reinforcement in exterior and interior footings should consist of a 1 minimum of two No. 4 reinforcing bars, placed one at the top and one at the bottom of the footing. If the structure is to be supported on isolated / spread footings, a moisture cut-off wall should be poured around the perimeter of the building to a depth of 24 inches below lowest adjacent finish subgrade. Sholders and Sanford Job No. SD1422-00 July 17, 1985 Log No. 3505 Page 10 3. Conventional Slabs Slabs should be.as designed by the Structural Engineer based on anticipated use and loading and based on a K-value (subgrade modulus) of 150 psi-inch. As a guide, we are providing the following general recommendations based upon the non-expansive nature of the select materials. Slabs should be of 5-inch nominal thickness reinforced with 6x6-10/10 welded wire mesh located at mid-height. Slabs should be underlain with 2-inches of rounded gravel or clean sand followed by a 6-mil visqueen (or equivalent) moisture barrier. The moisture barrier should be sealed at all splices. Pre-Soaking Beneath Conventional Slabs Due to non-expansive nature of the recommended select materials, pre-soaking is not required. However, slab subgrades should be thoroughly moistened prior to placing concrete. Post-Tensioned Slabs Design Criteria As an alternative to conventional slabs and foundations, post-tensioned slabs may be used. Post-tensioned slabs should be designed by a Structural Engineer for the intended use and loading in accordance with the procedures for slabs on highly expansive soils, and the recommendations outlined herein. Subgrade Treatment Post-tensioned slabs should be underlain by a 10-mil moisture barrier with 2-inches of clean sand Sholders and Sanford Job No. SD1422-00 July 17, 1985 Log No. 3505 Page 11 placed between the slab and moisture barrier. The barrier should be sealed at all splices and care should be taken not to puncture the barrier during construction. Slab subgrade soils should not be allowed to dry out prior to placement of concrete. Slab subgrade soils should be thoroughly moistened to near optimum moisture content prior to placement on concrete. C. Thickened Edge Post-tensioned slabs should have a thicknened perimeter edge extending at least 18-inches into the slab subgrade soils; however, in no case should the elevation of an adjacent swale flow line be lower than the bottom of the footing. Allowable ring_Pressure for Footings Footings founded in compacted fill may be designed for an allowable dead plus live load bearing pressure of 2,000 pounds per square foot with a one-third increase for short-term wind or seismic loads. Footings should have a minimum width of 12-inches and, where located adjacent to utility trenches, should extend below a one-to-one plane projected upward from the inside bottom corner of the trench. Lateral LOad Resistance Lateral loads against buildings may be resisted by friction between the bottom of footings and the Sholders and Sanford Job No. SD1422-00 July 17, 1985 Log No. 3505 Page 12 supporting soils. An allowable friction coefficient of 0.30 is recommended. Alternatively, an allowable lateral bearing pressure equal to an equivalent fluid weight of 250 pounds per cubic foot acting against the footings may be used, provided the footings are poured tight against undisturbed soils. 8. Expected Settlement If footings are supported by competent natural ground or compacted fill and are sized for the recommended bearing pressure, total and differential settlements are not expected to exceed 1/2-inch and 1/4-inch respectively. Tjpe of Cement for Construction The results of sulfate testing indicate that either Type I or Type II cement may be used for concrete in contact with the subgrade soils. This should be confirmed by additional sulfate testing at the conclusion of grading. Drainage To enhance site performance, we recommend that all drainage be collected and directed away from proposed structures to disposal areas. For soil areas, we recommend that a minimum of 2 percent gradient be maintained. It is important that drainage be directed away from foundations and that recommended drainage patterns be established at the time of fine-grading and maintained throughout the life of the structures. Altering drainage patterns, landscaping, the addition of patios, planters, and other improvements, as well as irrigation and variations in seasonal rainfall, all affect subsurface moisture conditions, which in turn affect structural performance within expansive soil areas. Sholders and Sanford Job No. SD1422-00 July 17- 1985 Log No. 3505 Page 13 F. Trench Backfill Utility trench and/or wall backfill consisting of the on-site material types should be placed by mechanical compaction to a minimum of 90 percent of the laboratory maximum density. No rocks greater than 6-inches are acceptable for trench backfill and nesting of rocks less than 6-inches should not be allowed. Footing Observation All footing excavations should be reviewed by the Soils Engineer prior to placing reinforcing steel and concrete. Observation of Grading Grading should be performed under the testing and observation by San Diego Soils Engineering, Inc. Lifting of Tilt-Up Walls Extreme care and caution should be exercised during construction at the time tilt-up walls are lifted into place. It should be recognized that heavy crane loads, the temporary knife-edge loading of slabs by walls as they are being lifted, etc. can crack slabs. Also, impact loads during wall placement can dislodge and displace pad-footings. SUMMARY As foundation and grading plans are completed, they should be forwarded to the Soils Engineer for review for conformance with the intentions of these recommendations. Sholders and Sanford Job No. SD1422-00 July 17, 1985 Log No. 3505 Page 14 LIMITATIONS OF INVESTIGATION Our investigation was performed using the degree of care and skill ordinarily exercised, under similar circumstances, by reputable Soils Engineers currently practicing in this or similar localities. No other warranty, expressed or implied, is made as to the conclusions and professional advice included in this report. The samples taken and used for testing and the observations made during our field investigation are believed representative of the project; however, soil and geologic conditions can vary significantly between borings. As in most major projects, conditions revealed by excavation may be at variance with preliminary findings. If this occurs, the changed conditions must be evaluated by the Project Soils Engineer and Geologist and designs adjusted as required or alternate designs recommended. The opportunity to be of continued service is appreciated. If you have any questions, do not hesitate to call. Very truly yours, SAN DIEGO SOILS ENGINEERING, INC. ---- - Robert A. Torres Tara S. Sikh, R.C.E. 35454 Staff Engineer Manager, Engineering Services RAT:TSS:tm Sholders and Sanford Job No. SD1422-00 July 17, 1985 Log No. 3505 Page 15 Enclosures: Location Map, Figure 1; Plot Plan, Figure 2; Logs of Borings, Figures 3 through 6; Laboratory Test Data, Figures 7 through 9. Distribution: (6) Addressee I . k .-_.__.. -•-. - - / [JFf ttF ffflJinh B7\ Io I I I If -.--,.I-- -.--.-i -'---- I) o LL O 9• " ---_.._---', -. -! uj GEIGER COURT I, EXPLANATION APPROXIMATE LOCATION OF BORING 1"=APPROXIMATELY 50' PLOT PLAN JOB NO.: 1422-00 1DATE: JULY 1985 1FIGURE: 2 SAN DIEGO SOILS ENGINEERING, INC. PRIMARY DIVISIONS GROUP SECONDARY DIVISIONS SYM. Cl) GRAVELS CLEAN GRAVELS GW Well graded gravels, gravel-sand mixtures, little or no fi nes. -J 'C MORE THAN HALF (LESS OF COARSE THAN 5% FINES) GP Poorly graded gravels or gravel-sand mixtures. little or no tines. GRAVEL WITH Silty grayela, gravel-sand-slit mixtures, non-plastic fines 0 FRACTION IS W <0w z ' > LARGERTHAN FINE GC NO._4_SIEVE Clayey gravels,gravel-sand-clay mixtures, plastic tines. SANDS CLEAN SANDS sw Well graded sands, gravelly sands, little or no fines. 0 III CY E 104ORE THAN HALF (L55 OF COARSE THAN 5% FINES) SP go1i?eraded sands or gravelly sands, little or d Z FRACTION IS SM Silty sands, sand-silt mixtures, non-plastic fines. 4C o SMALLER THAN SANDS WITH FOES NO. 4 SIEVE SC Clayey sands, sand-clay mixtures, plastic fines. ML Inorganic slits and very fine sands rock flour silty or clayey fine sands or clayey silts with slight plasticity. _j 655 SILTS AND clays CL inorganic clays of low to medium plasticity, gravelly Cl) uoi i.ur is LESS 1'j Eq o clays, sandy clays, silty clays, loan clays. OL Organic silts and organic silty clays of low plasticity. MH Inorganic lilt. mle.ceoqs or diatomaceous fine sandy or stity oiis, elastic silts. 2 W z SILTS AND CLAYS L&IIT IS GREATER THAN 50% CH Inorganic clays of high plasticity, fat clays. OH _____ Organic clays of medium to high plasticity, organic slits. HIGHLY ORGANIC SOILS Pt Peat and other highly organic soils. DEFINITION OF TERMS U.S. STANDARD SERIES SIEVE 200 40 10 4 SAND SILTS AND CLAYS FINE COARSE - GRAIN SIZES CLEAR SQUARE SIEVE OPENINGS 3/4' 3 121 GRAVEL COBBLES FINE COARSE SANDS,GRAVELS AND NON-PLASTICS SILTS BLOWS/FOOT' VERY LOOSE 0 - 4 LOOSE 4 - 10 MEDIUM DENSE 10 - 30 DENSE 30 -50 VERY DENSE OVER 50 CLAYS AND PLASTIC SILTS STRENGTH BLOWS/FOOl! VERY SOFT 0-1/4 0-2 SOFT 1/4-1/2 2-4 FIRM 1/2-1 4-8 STIFF 1-2 8-16 VERY STIFF 2 - 4 18 -32 HARD OVER 4 OVER 32 RELATIVE DENSITY CONSISTENCY tNumber of blows of 140 pound hammer failing 30 inches to drive a 2 inch O.D. (1-3/8 inch LD.) spit spoon (ASTM D-1586). unconfioed compressive strength in tons/sq. ft. as determined by laboratory testing or approximated by the standard penetration test (ASTM D-1586), pocket penetrometer, torvane. or visual observation. KEY TO EXPLORATORY BORING LOGS Unified Soil Classification System (ASTM D-2487) JOB NO: 1422-00 I JULY 1985 J 3 SAN DIEGO SOILS ENGINFRIN itur DATE OBSERVED: 06/19/85 METHOD OF DRILLING: 30"Bucket Auger 1400-1b. Kelly, 12" Fall LOGGED BY: _RAT GROUND ELEVATION: _288± LOCATION: _See Plot Plan - I-a Ill - Er U. BORING NO. _1 L. U. Cr ..J -s)- z SOIL TEST Q. W Cl) < CCl, z Z O J 60 Z DESCRIPTION o ..i ca W U ML 5 19.6 99.4 FILL: Olive to medium bran sandy. - - — silt, dry, loose to medium dense, CL - • slightly porous, sane siltstone - - - fragments Consolidation - 5 ML 6 17.8 104.r Dark to olive brown silty clay,. moist, very stiff, sate roots, trace of - - - gravel to 1" \ Olive to reddish brown clayey silt, CL 10- - - - - slightly moist, very stiff, trace 22.4 co. of roots, sate siltstone fragments to 611 • Red brown silty clay, very foist, • - - - medium stiff, mottled CL — 15 • 17 1 98. 8 Olive brown to gray clayey silt, >< — very noist, medium stiff Dark red brown silty clay, moist, stiff:, sane roots, mottled, sate - - siltstone fragments 20- 21.103.1 At 19' beoones. olive to orange brown - - - BEDROCK: Olive to orange brown \ siltstone/claystone, moist, very hard - Total Depth 23' 25- • No Groundwater No Caving 30- 35- 40- JOB NO.. 1422-00 — LOG OF BORING IFIGURE: 4 SAN UItUO SOILS ENUINEERING. INC.. DATE OBSERVED: 06/19/85 METHOD OF DRILLING: 30" Bucket Auger 1 LOGGED BY: RAT GROUND ELEVATION:_289+LOCATION: See Plot Plan I- a Ui W -' a. ;0 a. BORING NO.__2 I - < tu I T I_z I SOIL TEST I a. 0 0 I A W- QU -J Ui < - J Z DESCRIPTION I - C) ML FILL: Light brown to orange brown Maximum Density, - sandy silt, loose to medium dense, Opthmzn Moisture — — — — - some siltstone fragments, dry Expansion Index Remolded Direct 5. Red brawn silty clay, moist, medium Shear stiff, sane _roots, mottled — Light orange brown clayey silt, moist, medium stiff, some siltstone fragments 101 CL — - Dark brawn silty clay, moist, medium stiff, olive gray mottling At 13' medium brown At 17' sane asphalt fragments to 4" some roots sate si]xstone fragments ML — BEDROCK: Orange brown siltstone/ — — - — — — claystone, moist, hard 25- Total Depth 23' No Groundwater No Caving 30- 35- 40] LJOB NO.: 1422-001 LOG OF BORING IFIGURE: SAN DIEGO SOILS ENGINEERING. INS. DATE OBSERVED: 06/19/85 METHOD OF DRILLING: _30" Bucket Auger 1400-1b. Kelly, 12" Fall LOGGED BY:_PPLT GROUND ELEVATION: 289+ LOCATION: See Plot Plan - 1-0 IU - >. BORING NO. U. 0 U. —CL cc ..J I— -, ' iLl SOIL TEST 1- — r 0 -ø DESCRIPTION 0 0 Ui ML FILL: Light to medium brown sandy • — - silt, dry, loose to medium dense — — • Olive brown silty clay, moist, medium 5.. stiff, orange mottling • At 4' dark to medium brown ML — — — CL • Orange brown clayey silt/silty clay, • moist, medium stiff, mottled 10- At 8' sane siltstone fragments • At .9' dark gray brown, organic odor • — — — — — At 11' back to orange brown 15- — At 13' some siltstone fragments CL _\ BEDROCK: Orange brown siltstone/ • claystone, moist, hard 20- Total Depth 16' - No Groundwater • No Caving 25- 30- 35- 40- JOB NO- 4-ö J- - LOG OF BORING FIGURE: 6 SAN DIEGO SOILS ENGINEERING. INC. TABLE I RESULTS OF EXPANSION TEST (U.S.C. Method 144 psf) Test Expansion Potential Location Index Expansion B-2 @ 2' 115 High B-3 @ 2' 140 Very High TABLE II MAXIMUM DENSITY/OPTIMUM MOISTURE RELATIONSHIP (ASTM: D-1557-70) Maximum Optimum Test Dry Density Moisture Location (pcf) 105.3 Content (%) 16.0 B-2 @ 2' B-2 @ 6' 110.7 15.0 TABLE III RESULTS OF SULFATE TESTS Test Location % Soluble Sulfate B-i @ 5' 0.148 Job NO. 501422-00 Date:. July, 1985 Figure: 7 40' 30 U. Co 0. z I- 0 2 w Cl) C, z Ui I Cl) 101 NORMAL LOAD (PSF) 400C U. Cl) 0. I I- C, z Ui 2000 Co C, z Ui I Co 1000 00 1000 2000 3000 4000 5000 6000 NORMAL LOAD (PSF) JOB NO.: 1422-00 SHEARING STRENGTH TEST FIGURE: 8 - - SAN DIEGO SOILS ENGINEERING. INC. . --... . .. . -,. . . . . . . ,-;._...,• .........-. ..-. ... _,;_ . .*-.--.. .-.- NO. (FEET) I (PSF) IFR BORING I DEPTH COHESION, ANGLE IC OFI SAMPLE DESCRIPTION D Tb0°l 2 2 200 I 21 REMOLDED ML C oc 2000- ... ....... D C__ 00 1000 2000 3000 4000 5000 601 BORING NO. DEPTH (FEET) COHESION. (PSF) ANGLE OFI FRICTION0 SAMPLE DESCRIPTION 300C I] -I] '1 lix'] III lit [.1; Li.p 22-00 14 JOB L OAD .zCONSOLIDATIONj7 U[cIp1;1 SANI'll I. I;I.1;1hIcII.Ii] 4k114 4 illi'ITI:I.]! EXPLANATION ] FIELD MOISTURE _;l4:D1IJI. 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 IHilil 1111111 1111111 __IIIIii _IIIIIII 1111111 - ICiHi.I!IIIII 1111111 H 111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 ___ 1111111 1111111