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2558 ROOSEVELT ST; ; 87-509; Permit
I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 1000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. - i hereby affirm that I am exempt from the Contrac-tors License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county whicr, re-quires a permit to Construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the ap-plicant for Such permit to his a signed statement that he is licensed pursuant to the provisions - of the Contractors License Law (Chapter 9 commencing with Section 7000 of Division 301 the Business and Professions Code) or that in ex-empt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit sub' lects the applicant to civil penally of not more than five hun- dred dollars ($500). I I, as owner 01 the properly, or my employees with wages as their sole compensation, will do the work. and the stmoc- lure is not intended or offered for sale (Sec. 7044. Business and Professions Code: The Contractor's License Law does not apply to an owner 01 properly 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 sale. II, however. the building or improve-ment is sold within one year of completion. the owner-builder Will have the burden of proving that he did not build or im-prove for the purpose 01 sale). It I, as owner of the property. am exclusively contracting with licensed contractors to construct the project (Sec. 1044. Business and Professions Code: The Contractor's license Law does not apply to an owner of properly who builds or im-proves thereon. and who coufracf S for each projects with a conlracfor(o) license pursuant to the Contractor's License Law). ii As a homeowner lam improving my boise, and the 10110w' 09 Conditions exist: I. The work is being performed prior to sale. I have lived in my home for twelve months prior to completion of this work. I have not claimed this exemption during the last three years. - 0 lam exempt under Sec. _________________ - 8 & P.C. for this reason X thereby affirm that I have 0 certificate 01 conoenl to se -insure, or a certificate 01 Workers' Compensation In- surance. or certified copy thereat (Sec. 3800. Labor Cadet POLICY NO. COMPANY - so )Cçopy is hInd with the city 0 Certified copy is hereby furnished UI 911, - CERTIFICATE OF EXEMPTION FROM U ' WORKERS' COMPENSATION INSURANCE In IThiO section need not be Completed it the permit is to, one hundred dollars 151001 or lens) 39 0 i certify that in the performance 01 the work for which this permit is issued. I shall not employ any person in any 0 manner so solo become subject to the Workers' Compon-salion Laws 01 California. NOTICE TO APPLICANT: If. after making this Certificate of Exemption, you should become subject to the Workers' - Compensation provisions of the labor Code, you must torlhwith comply with such provisions or this permit Shall be deemed revoked. 0 I hereby affirm that there is a construction tending agency for the performance 01 the work for which this per- 01 mit is issued (Sec. 3097. Civil Code) sit LenteAPI; Name L Lender's Address_________________________________ (I APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. BUILDING DEPARTMENT 94 APPLICATION & PERMIT 2 as Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 - , - JOB ADDRESS AM, ST.RO. THOMAS BROS NO. I.TE F ILICATION BUSINESS LICENSE # VAL ATION PERMIT NUMBE ZONE ' £ CONTRACTORS PHONE LOT BLOCK J SUB IVI ION J A.JESSORPARCLN - 3ç '11CONTRACTOR OWNER'S NAME ________________________________________ CONTRACTOR'qADDRESS P6Jrr/ &'— 't,-i14 J i9%'g/ , OWNER'S PHONE ________________________________________ STATE LICENSE NO. BUILDING SO. FOOTAGE OWNER'S MAILING ADDRESS 16 1o( DESIGNER duy,DESIGNER'S PHONE 1676 09/01/88 0001 01 02 DESCRIPTION OF WORK Ø.L4!r1C...._ DESIGNER'S ADDRESS STATE LICENSE NO. BldPmt 31321..( , F/P FLRELEV. NO P EDU SES VG vO ND CENSUS TRACT GRADING PERMIT ISSUED RD OM I EEVELPENT . I TYPE OCCLOAD FIRE SPR JPARKINGSPACF AREA Y O N 0 v % I cTP/STf I Not Valid Unless Machine Certified - 00 OTY. PLUMBING PERMIT - ISSUE (lsb OTY. MECHANICAL PERMIT. ISSUE SUMMARY/ACCOUNT NUMBER 'EACH FIXTURE TRAP jiD INSTALL FIJRN. DUCTS UP TO 100,000 BTU 1,2"00, ,- BUILDING PERMIT O01-810'00'00-8220 SIGN PERMIT 001'810'O0'0O'8221 'áSx.ht7l'7 — / EACH BUILDING SEWER. OVER 100,000 BTU EACH WATER HEATER'ANDiOR VENT BOILER/COMPRESSOR UP 103 HP PLAN CHECK 001-810-00-00-8891 - EACH GAS SYSTEM I TO 4 OUTLETS , BOILER/COMPRESSOR 3.15 HP , TOTAL PLUMBING 001'810-00-00-8222 EACH GAS SYSTEM 5 OR MORE - / METAL FIREPLACE ' ELECTRICAL . 001-810'00'00-8223 '. EACH INSTAL., ALTER, REPAIR WATER PIPE - VENT FAN SINGLE DUCT , '/ . MECHANICAL - . 001'810-01Q-00-224 '.. EACH VACUUM BREAKER , - MECH EXHAUST HOOD/DUCTS ' - MOBILEHOME .-... 00.18110-00-00'8225' / WATER SOFTNER , RELOCATION OF EA FURNACE/HEATER ' - . SOLAR 001-810-00'00-8226 EACH ROOF DRAIN (INSIDE) . DRYER VENT . STRONG MOTION - 880'519'92-33 - - TOTAL MECHANICAL - . 4' FIRE SPRINKLERS 001-810'00-00-8227 C TOIAL PLUMBING PUBLIC FACILITIES FE ,i420-810.00O0-874O - BRIDGE FEE - 360'810-00'00-8740 0Th'. ELECTRICAL PERMIT - ISSUE 5'0C QTY. MOBILE HOME SETUP PARK-IN-LIEU (AREA 1 , I NEW CONST EA AMP SW1 BKR CAR PORT . . . . -TIF - 312-810-00-00-8835 1 PH - 3 PH , - AWNING , LA COSTA TIF - - 311-810-00-00-8835 EXIST BLDG EA AMP1 R '007 SWT8K ..v, GARAGE . FMF hhIZ_ 1 PH' /'3PH - LICENSE TAX , - '001'810-00-00-8162 £C) I REMOOEL'ALTER PER CItTT' . ' '' 7 - MFF I ii9' ,4è5fo 880-519'92-57 TEMPPOLE 200AMPS . ' OVER 200'AMPS. . OAI 3 TEMP OCCUPANCY (30 DAYS) . CREDIT DEPOSIT TOTAL ELECTRICAL I 'o - TOTAL . TOTAL FEE 'ZBL I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration Every permit issued by the Building Official under the provisions otihis I Code shall expire by limitation and become null and void It the building or work *)HA T IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE authorized by such permit is not commenced within 180 days from the date Of such E 0" DEEP ANDDEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS I permit, or if the building or work authorized by such permit is suspended o RES OVER 3 STORIES IN HEIGHT TU TV ISSUED' TO COMPLY WITH ALL CITY. COUNT V AND STATE LAWS GOVERNING BUILDING CON- I abandoned at any time after the work is commenced for a period of 180 days WHETHER SPECIFIED ______ NT'S SiGW ""' ______PR ALSO AGREE TO SAVE RE NER 173 CONTRACT TfLa, GRANTING OF THIS PERMIT. U__~ 1. E 0 If USE BALL POINT PEN ONLY & PRESS HARD FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS REQ, IF INSPECTORS DATE INSPECTION CHECKED APPROVAL SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI SI' PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING ThH STRENGTH BOLTS SPECIAL MASONRY PILES CAISSONS TE TYPE DATE IS)ECTOR BUILDING FOUNDATION /1l REINIORCEDSTEEL ()4(3 MASONRY GUNITE OR GROUT SUB FRAME D FLOOR 0 CEUJNG SHEATHING 0 ROOF E'%HEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING__- O SEWER AND BL/CO 0 PL/CO UNDERGROUND 0 WASTE 0 WATER TOP OUT 0 WASTE 0 WATER TUB AND SHOWER PAN GAS TEST WATER HEATER 0 SOLAR WATER ELECTRICAL O ELECTRIC UNDERGROUND ROUGH ELECTRIC ELECTRIC SERVICE 0 TEMPORARY O BONDING 0 POOL MECHANICAL DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL ITEMS ABOVE HAVE BEEN APPROV FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING . 0. ___ SPECIAL CONDITIONS INSPECTOR'S NOTES e 'II / p /) .2 3. -# -R - I&4PZ ntca44 /L 414. 4 sLa't 4 '4 )* a1 bX7L ñ I /Taç4 /,2 i ---f DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 ,t' ) (619)438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only r JOB ADDRESS L-S3 7'oosjet.T ST' PLAN ID NO. ASSESSOR'S PARCEL NO. 22'3 - OWNER I D)77 P/ ri , OWNER'S pô'i- I7 MAILING ADDRESS 4L34- CA -PLO 9, 0016 09/22 0101 05His. 879.00 . VALIDATION AREA ; CITY ZIP 2.00 ' TEL. (i)4_(1Lf2 CONTRACTOR j4 . w .(u-c !3 ESTMATED VALUATION ________________ 001-810-00-00-8821 - CONTRACTOR'S ' /1._,_tl/_ MAILING ADDRESS PLAN CHECK FEE IF THE APPLICANT TAKES NO ACTION CITY 2L~I3#f) ZIP 0 X TEL.43't 71 WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. 'STATE -I BUSINESS 'tçt, 3 LICENSE NO. LICENSE NO. SUBDIVISION LOT(S) LEGAL DESCRIPTION $s€CilF SUBMITTED: -e1 2 ENERGY CALCS ,07 ENERGY CALCS ,--FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WORK -54 c& -6 (04 "1TRUCTURAL CALCS 2 SOILS REPORTS 2 SELF ADDRESSED ENVELOPES DATE GIVEN! DATE SENT TO APPLICANT CONTACT PERSON 1 7fif7J2.t ~ LA COSTA LETTER ADDRESS 2,0 SCHOOL SCHOOL FEE FORM CITY ZIP TEL. %5(— —41 -43 P & E CORRECTIONS LIST Xvz~2is'A - CERTIFICATE OF OCCUPANCY GN*1i-4 I - - 1DATE' q , ~_ _V - White - File Yellow- Applicant Pink - Finance Gold - Assessor CASHIER'S VALIDATION 1676 09/01/JC 0001 01 04 Sanitn SEWER. PERMIT APPLICATION 3'00.0O APPLICANT TO FILL IN SHADED AREA SEWER PERMIT NUMBER:SE 3Iz13 - BUILDING PLAN CHECK NUMBER:PC 7$t9 BUILDING ADDRESS: Z ccc /.t1 ST. BUILDING TYPE:_________________________________ NUMBER OF EDU'S: OWNER: S CAT /1 L. PLk1 '4 CALCULATIONS:________________________________ MAILING ADDRESS: 833c IPgj:j ')t' ' IC) CONTRACTOR: J jt '/ I S 3.9 MAILING ADDRESS: I LEGAL DESCRIPTION: CONNECTION FEE COST PER UNIT __________ x NO. UNITS 3,9 LATERAL CHARGE: ASSESSORS PARCEL NUMBER: _3 -,f LM -3 TOTAL CHARGES: PREPARED BY: (PRINTED NAME) I COMMENTS: WHITE: DIPS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant • CITY OF CARLSBAD I INSPECTION REQUEST • PERMIT# CB870509 - FOR 10/31/89 INSPECTOR AREA PK- DESCRIPTION: 8400 SF PROFESSIONAL OFFICE PLANCK# CB870509 OCCGRP CONSTR. TYPE NEW JOB ADDRESS: 2558 ROOSEVELT ST STR: FL: STE: APPLICANT: TUBBS, HENRY PHONE: 619-434-7173 CONTRACTOR: TUBBS HENRY W III PHONE: OWNER: PRESIDENTIAL PLAZA/GST DEV INC PHONE: 619-434 742 ) REMARKS: T3/MH/DAVID/72 0-1439 .INSPECTOR SPECIAL INSTRUCTIONS: INSTRUCTIONS: TOTAL TIME. CD LVL DESCRIPTION : - ACT COMMENTS, • 19 ST Final Structural 29 PL Final Plumbing - - 39 EL Final Electrical - 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION 1 ACT INSP • COMMENTS 102089 Final Combo • CO PK : -• - • .- •-. - • - - - • -• • - - 1- - I - - ; - ,• i FINAL BUILDING INSPECTION RECEIVED OCT 2 31989 PLAN CHECK NUMBER: 87409 DATE: 10 _______-20-89 ____________ PROJECT NAME: PretdetiaI Plato ADDRESS: 258 RGOaeVIt PROJECT NO.: _________________ UNIT NUMBER: PHASE NO.: - TYPE OF UNIT: CT! COflTCL11 NUMBER OF UNITS: CONTACT PERSON: TukbB CONTACT TELEPHONE: 632-0332 All Departments DATE BY _________________________ ______ INSPECTED: APPROVED _____ DISAPPROVED INSPECTED DATE BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: ______________________ INSPECTED: ___________ APPROVED ______ DISAPPROVED I COMMENTS: CA Rev. 1186 WHITE:Suspense BLUE: Water District GREEN: Englneering CANARY: Utilities PINK: Planning CGOrD-- FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 87509 DATE: __10-20-89 _________________ PROJECT NAME: ADDRESS: 2558 Roosevelt PROJECT NO.: • UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT: CT! NUMBER OF UNITS: CONTACT PERSON: Henry Tubbs • CONTACT TELEPHONE:-632-0332 W9/ 4I Al]. '. INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED • • DISAPPROVED INSPECTED DATE BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED • DATE BY: •_'_S • INSPECTED: APPROVED DISAPPROVED • COMMENTS: • • • • S Rev. 1186 WHITE: Suspense BLUE: Water District • GREEN: Engineering CANARY: Utilitie: Piannin LD: Fire 4 - FINAL BUILDING INSPECTION PLAN CHECK NUMBER 87-509 DATE 102089 PROJECT NAME Presidential Plaza ' ADDRESS: 2558 Roosevelt . . PROJECT NO.:'- UNIT NUMBER PHASE NO.:- TYPE OF UNIT CTI Commercial NUMBER OF UNITS CONTACT PERSON Henry Tubbs CONTLEPHONE 632-0332 - All Departments INSPECTED • DATE OCT 27 1989 / BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: . INSPECTED: . APPROVED _____ DISAPPROVED INSPECTED DATE BY: . INSPECTED: ,. APPROVED DISAPPROVED caflsDad tuurncip&d Water U151FICT . Engineering Department COMMENTS . (619) 4383367 .. • I Rev. 1186 WHITE Suspense BLUE WaterpiMrrr GREEN Engineering CANARY Utilities PINK Planning—GOLD Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: .87-509 . '- •' ' ' DATE: 1020-89 , PROJECT NAME: Presidential Plaza ADDRESS: 2558 Roosevelt , PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT CT! Commercial NUMER OF UNITS CONTACT PERSON: Henry Tubbs CONTACT TELEPHONE: 6320332 All Departments . INSPECTED BY: , DATE j ,.- INSPECTED: fU27Y/ APPROVED DISAPPROVED INSPECTED - DATE BY:' INSPECTED: ____________ APPROVED DISAPPROVED INSPECTED ' DATE . BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED 21-22 COMMENTS: ca I 4 t IWER water- . . SEWER- STREETS- A' - • -'- - . . :7 . ST. LTG. Rev. 1186 WHITE Engin CANARY Utilities PIN lanifing GOLD Fire - ;f• FINAL BUILDING INSPECTION PLAN CHECK NUMBER:. 8 DATE: 10-20-89 PROJECT NAME: ADDRESS 2558 Roosevelt PROJECT NO .- UNIT NUMBER _________________ PHASE NO TYPE OF UNIT: CTI Conercial NUMBER OF UNITS: CONTACT PERSON: Henry Tubbs CONTACT TELEPHONE 632-0332 - All Departments BY: INSPECTED n( u2Aitr INSPECTED fO/2L/8 APPROVED ______ DISAPPROVED INSPECTED - • DATE BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE * BY INSPECTED ____________ APPROVED ______ DISAPPROVED COMMENTS: Li Quali-Trol Consulting Services Reflistered, Iniectors Weekly Report No.FOR WEEK LI. COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0 REINFORCED CONCRETE STRUCT. STEEL ASSEMBLY 0 GLUE - LAM. FABRICATION 0 PRE-STRESSED CONCRETE REINFORCED GYPSUM OTH5R 4 , 0 REINFORCED MASONRY. 0 PILE DRIVING ........ JOB ADDRESS 5_5 Lc1 .t'eM BUILDING PERMIT NUMBER I ? PLAN FILE NUMBER r "..LL.. OWNER ORPROJ CTP4A .ui-' E ( ARCHITECT CONSTR.MAT ITftPE. GRADE. ETC.) IDESIG14 STRENGTH SOURCE OR MFGR. ENGINEER DESCRIBE MAFL. tHIS DCSIGN. RC.UA cAAC & MCR. WCLO.SOO, CTC.) • Ti -tLO GE RAL CON TRACTO lT U IR. N REPORTED WORK LAO. RECEIVIND &TEST?'O N ST R. MAT L. SAMPLES J '" b INSPN. DATE LOCATIONS OF WORK INSPECTED. TEST SAMPLES TAKEN. WORK REJECTED. JOB PROBLEMS, PROGRESS. REMARKS. ETC. INCLUDES INFORMATIN ABOUT -AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED; NUMBER. TYPE. 61 - DBNT.NO*S. OF TE SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE. H.T. BOLTS TORQUED) CHECKED; ETC. a , p1 .. H L ZLi , / CERTIFICATION OF COMPLIANCE I hereby certify that I have Inspected all of the above reported Unless otherwise noted. I have found this work to comply wi approved plans1 specifications, and applicable sections of the ç Ing building laws. Page lof I AMERICAN ENGINEERING LABORATORIES, INC. 0 7940 Aijons Dr.. Suite A / San Diego, CA 92126 4lIJI q • (619) 695-3730 1490 Rincon St.. Unit Z 0 515 Galaxy Way Corona, CA 91720 Modesto, CA 95356 (714) 272-4230 (209) 576-0813 58945 Business Center Dr. Unit A Yucca Valley, CA 92284 (619) 228-1754 INSPECTION REPORT Project S ._Lc.- '-rnr Project Name (per pIans).,3IL_. Building Permit No. Project Address (legal) ZS -S-0. 11 I LSt{4J.... fA-L L7t Plan File No. - 'a.' a.' Architect .. —. Govt. Contract No. Engineer Census Tract No.________________________ Contractor Other INSPECTION CODE MATL SAMPLING CODE MATERIAL DESCRIPTION INSPECTION CHECKLIST OSHPD OSA Mechanical Roofing Concrete FLOO F105 FLO6 FL07 FLOSs FLO9 FLIO - Concrete Cylinders - Cement - Mortar Sam Grout Samples - Masonry Prisms - Masonry Block - Fireproofing CC C MS GS MP MB FP nt..ples - Point.: Rebar - Point.: W.W.F. - Poi Tendons Conc: Mix 0/psi - Conc.. Mix I/psi - Conc.. Mix 0/psi 4(. Grout. Mix u/psi .1ILfrS / 2_t1 clearances tr.S" Specially CSizes #5" Electrical Plan & Specs I Positions FL S414. Laps 2,.t "#b1 _'Future Continuity .4 Consolidation tC.44 Masonry Fit I Units (block or brick) UB Mortar: Type/psi - Mortar Belching - -- Strucl Steel FL I2 - Asphaltic Concrete AC - Units: Block ____________________ - Electrode Storage - Prestress Conc FL13 - Rooting AS - Units: Brick _____________________ - Torque Applied - Pile Driving FIN - Remit. Steel ASS - Steal - H.S. Balls Fireproofing FitS - Steal SS - Waterproofing F116 - H.S. Bolts HSB - Metal Decking Non-Destructive FIll - Tendon (PT Strands) TS - Electrodes Corrective action required Asphalt Paving FItS - Other _______________ - Fireproofing - Other ________________ - Other -________________________ - Corrections completed INSPECTION DATE /2/z3 AGE RkogL OI4 TJJLJO LI jMcP=—cTioiv 45 yr P4c-ir c I . g yI ______ - Wrer A R v -=a S 'T. 4.A1 TO CAC- 7_0LI4 \o L4i Ft ~TL T '.S44 &i SPI c.-i- A.q ,48P1i si), ('La4fr.b e' LA r S '..XI PIED — CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR SIGNATURE __7V'[1L L CERT # /90 2 '~. DATE NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective nn CnOs rein., en.4 elSa. S)fl a — -.-1I PrOIPCt 11 . - ____ s'C Building Permit No. _&7 -_S 0 Protect Name (per plar Plan File No, Prolect Address lleaal) Architect Govt. Contract No. Census Tract No. Engineer Contractor Other Page 1 of J AMERICAN 40 Arjons Dr.. Suite A Son Diego. CA 92126 (619) 695-3730 ENGINEERING LABORATORIES, INC. o 1490 Rtncon St.. Unit Z 0 515 Galaxy Way 0 58945 Business Center Dr. Unit A Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 (714) 272-4230 (209) 576-0813 (619) 228.1754 INSPECTION REPORT INSPECTION OSHPD OSA Specially Mechanical - Electrical - Rooting Concrete . X Masonry Struct Steel CODE FLOE F105 FLOS FL07 F1085 FLO9 FLIO Flit F112 MATL SAMPLING CODE - Concrete Cylinders CC — Cement C — Mortar Samples US Grout Samples GS — Masonry Prisms NP - Masonry Block NB — Fireproofing FP — Units (block or brick) UB — Asphaltic Concrete AC MATERIAL DESCRIPTION Paint.: RebarAcIrIl 4.Lic, qr. 6o — Paint.: W.W.F. Reid.. Tendons ___________________ — Conc: Mix 0/psi — Conc.. Mix I/psi Conc.: Mix a/psi — Grout. Mix I/psi — Mortar: Type/psi — Units: Block ____________________ INSPECTION CHECKLIST .& Plan & Specs X. Clearances ._._ Positions ...& Sizes .. Laps A. Future Continuity — Consolidation — - Mortar Belching Electrode Storage Prestress Conc FL13 — Rooting AS Unitsi Brick _____________________ Torque Applied — Pile Driving F114 — Reinf. Steel ASS Steel Fireproofing FL15 — Steel SS - H.S. Solis — Waterproofing rite - H.S. Bolts HSB — Metal Decking -- Non-Destructive FLu — Tendon (PT Strands) TS — Electrodes — Asphalt Paving F1.19 — Other _______________ - Fireproofing Corrective action required — Other ______________ — Other —_- - - Corrections completed INSPECTION DATE 4W 4esb.si e,ie.te oi,s..L.L - b9zL,a4 0 U CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR SIGNATURE c)+7-iL.a..i_ CERT# 3L fL, 1• DATE 1112 1.188 NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective 0 Page 1 of /AMERICAN 40 Arlons Or., Suite A Son Diego, CA 92126 (619) 695-3730 ENGINEERING LABORATORIES, INC. O 1490 Rincon St. Unit Z 0 515 Galaxy Way 0 58945 Business Center Dr. Unit A Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 (714) 272.4230 (209) 576-0813 (619) 228-1754 INSPECTION REPORT f5Le Pro1nCt to Project Name (per plans) ..'77I4#tL_._c2.oc7' (e.L.__Vi - Building Permit No._____________________ Project Address (legal)_24cr! 37 _____________________ Plan File No. Architect JQJ '&" J. Govt. Contract No. Engineer Census Tract No. Contractor Other INSPECTION OSHPD CODE FbI MAL SAMPLING CODE X Concrete Cylinders CC MATERIAL DESCRIPTION ..) Reint.: Reber __________________ INSPECTION CHECKLIST .Y Plan & Specs OSA FLOG — Cement C — Reint.: W.W.F. _______________ — Oaerances Specially Mechanical FLOG do? Mortar Samples — Grout Samples MS GS — Reini. Tendons __________________ Conc.: Mix 0/psi .. U)O — Positions — Sizes - - Electrical FLOG, — Masonry Prams MP - Conc.. Mix i/psi — Laps ._—. - Rooting )<Concrete FL09 FLIO — Masonry Block — Fireproofing MB FP — Conc.: Mix 9/pt. — Grout Mix i/ps. — Future Continuity — Consolidation Masonry Fill — Units (block or brick) US — Mortar: Type/ps. — Mortar Batching -- Struct Steel F112 — Asphaltic Concrete AC — Units: Block ______________________ — Electrode Storage. - -- Prestress Conic FL13 — Roofing RS — Units Brick _____________________ — Torque Applied Pile Driving Fill — Reint. Steel RSS Steel Fireproofing FitS —Steel SS - H.S. Boils — waterproofing F116 H.S. Bolts HSB — Metal Decking Non-Destructive Fill — Tendon (PT Strands) TS — Electrodes — Fireproofing — Corrective action required — Asphalt Paving FL19 — Other ______________ - Other ________________ — Other - - — Corrections completed INSPECTION DATE c7- CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, compiles with approved plans, specifications and applicable sections of the bull g codes. Is re ort covers the locations of the work Inspected only and does not constitute engineering opinion or pro INSPECTOR SIGNATURE Udi T ac!ti' DATE ___________________ NOTE: inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective an One. rein,, a,,,i ,.4a O.Ot% a an ...aai.eia..s i. Page 1 of AMERICAN ENGINEERING LABORATORIES, INC. 7940 Arjons Dr., Suite A 0 1490 Rlncon St., Unit Z 0 515 Galaxy Way 0 58945 Business Center Dr. Unit A San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 INSPECTION REPORT N2 001313 -- Protect Name (per plans)_' Building Permit Protect Address (legal) - 1______________ Plan File No. Architect Govt. Contract No. ro ._ Census Tract No.._______ Contractor .. . - Other INSPECTION CODE MATL SAMPLING CODE TERIALpçSçBlPTloN JN8PECTION CHECKLIST OSHPD FLOP . Concrete Cylinders CC . Reint.: Rebar '' Specs OSA FLOS - Cement C - Reini: W.W.F. -_____________ - Cl ces Specialty FLO6 - Mortar Samples MS - Reunt. Tendons Mechanical F107 - Grout Samples OS -- Conc.: Mix P/ps' .j__•_ . Electrical FL081 Masonry Prisms MP - Conc.. Mix I/psi - TLaps Roofing F109 Masonry Block MB Conc.. Mix P/psi - Future Continuity Concrete F1.10 Fireproofing FP . Grout. Mix P/psi - - Consolidation - Masonry FLIt Units (block or bricki US Mortar: Type/psi -Mortar Batching - Siruct Steel FL12 Asphaltic Concrete AC - Units. Block _____________________ ._ Electrode Storage - Preiress Conc FL13 - Roofing RS Units Brick . - Torque Applied Pile Driving FL14 - Point Steel RSS -.Steel . H.S. Bolts Fireproofing F115 -Steel SS - Waterproofing FLIG - H.S. Bolts HSB - Metal Docking- Non-Destructive Fill - Tendon (PT Strands) TS Electrodes -- Corrective action required .... -. Asphalt Paving F119 - Other _______________ - Fireproofing - Other _______________ - Other - . - Corrections completed INSPECTION DATE _v=7 -. PlC,iQ11d2. S " Li #u E S Ll CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the b - ing codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or proje INSPECTOR SIGNATURE CERT# DATE NOTE: Inspections based onVhur nimum. 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 pn weekdays. Page lof --I — A MERICAN / 'b7940 Arlons Dr., Suite A San Diego. CA 92120 (819) 695-3730 ENGINEERING LABORATORIES, INC. D 350 South Maple St. Unit K ZI 515 Galaxy Way 0 58945 Business Center Dr.. Unit A Cgrona, CA 91720 Modesto, CA 95358 Yucca Vaiiey, CA 92284 (714) 212-4230 (209) 576.0813 (619) 228-1754 INSPECTION REPORT Project C - - - Project Name (per Building Permit NOZ1 Project Address (legal)_k =2 Plan File No._.... Architect %JGovt. Contract No. Engineer i Census Tract No.______________________ Contractor Other INSPECTION CODE MA1L SAMPLING CODE MATERIAL DESCRIPTION.. INSPECTION CHECKLIST - OSHPD FLOI ±.. Concrete Cylinders CC - Reini.: Reber _________________ - Plan & Specs - OSA FLOS - Cement C - Reini.: W.W.F. _______________ - Clearances Specialty Mechanical FLOG F107 - Mortar Samples Grout Samples MS GS ,. Runt.: Tendons ________________ _ Conc.: Mix 0/psi - Positions - Sizes -- Electrical FLOG. - Masonry Prisms UP - Cone.: Mix 0/pal Laps Roofing FLOS - Masonry Block MB - Cone.: Mix 0/psi - Future Continuity Concrete FLIO - Fireproofing FP - Grout: Mix 0/psi - Consolidation -- Masonry FLI I - Units (block or brick) US - Mortar: Type/pi - Moils, BatChing Struct. Steel FLI2 - Asphaltic Concrete AC Units: Block ____________________ - Electrode Storage PnaetressConc. FLI3 - Rooting RS - Units Brick Torque Applied - Pile Driving FLI4 - Reint. Steel RSS - Steel H.S. Bolts - Fireproofing FLIS - Steal SS - Waterproofing FLIG - H.S. Bolts HSB - Metal Decking - Non-Destructive FLu - Tendon (PT Strands) TS - Electrodes - Fireproofing - Corrective action required Asphalt Paving FLIV - Other _____________ - OtMr ___________ Other -________________ - Corrections completed CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, Specifications and applicable sectionsr .m.on weekdays. codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or INSPECTOR SIGNATUR CERT # ' 3Z_t! DATE NOTE: Inspectrons base imum, 8 hour minimum after 4 hours, 2 hour minimum forall cancellations. Overtime effective on Saturday and after 3 Page 1 of AMERICAN ENGINEERING LABORATORIES, INC. 0 7940 Arjons Dr.. Suite A 0 1490 Rlncon St., Unit Z a 515 Galaxy Way 0 58945 Business Center Dr. Unit A San Diego. CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 INSPECTION REPORT N2 000614 PrO1,tCt Protect Name (per plans Protect Address gaI)_. Architect . Enqunffl'r Contractor Building Permit No. Aoll Plan File No. — Govt. Contract No. Census Tract No._ Other INSPECTION CODE MATI SAMPLING CODE MATERIAL DESCRIPTION INSPECTION CHECKLIST OSHPD OSA FLO4 FLOS — Concrete Cylinders — Cement CC C — Point.: Reber - Reint: W.W.F. —_____________ ...4Pian & Specs Clearances Specially F106 — Mortar Samples MS — Point. Tendons ,&.. Positions Mechanical - - Electrical FLO? FLO8. - Grout Samples — Masonry Prisms GS MP —Conc.: Mix 4/psi — Conc.. Mix u/pc .)C $,zos Laps Pooling FLO9 Masonry Block MB Conc.. Mix 9/psi Future Continuity . Concrete FLIO — Fireproofing FP Grout Mix i/psi — Consolidation Masonry FLI — Units (block or brick) UB — Mortar: Type/psi -- Mortar Batching - Stiuct Steel FL12 -- Asphaltic Concrete AC _ Units. Block _____________________ -- Electrode Storage Prestress Conc FL13 — Roofing PS — Units Brick . — Torque Applied Pile Driving FL14 — Point Steel RSS —. H.S. Bolts Fireproofing FLIS —Steel SS — Waterproofing FL16 — H.S. Bolts HSB — Metal Decking Non-Destructive FLu — Tendon (PT Strands) TS — Electrodes — Corrective action required -. -- Asphalt Paving F1.19 Other _.Fireproofing -Other _____________ Other -____________________ — Corrections completed INSPECTION DATE - /X)S/4-r7I2 -14f Iir p _4$e ./_-2be?W_1M 'c -/sOc.'7?" CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work Inspected only and does not constitute engineering opinion or pr e t Co I. INSPECTOR SIGNATUR T # ___________________ DATE V714PIq NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14,68 DATE: APJL. S LJA..NT R1SDJI ON JURISDICTION: o LAN CHECKER OFILE COPY PLAN CHECK NO: SET: CUPS flDESIGNER PROJECT ADDRESS: RDJEL-r '- PROJECT NAME: TrApJ'1 £00R.1 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. E The check list transmitted herewith is 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. 0 The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted:________________________ Date contacted: Telephone # REMARKS: By: Enclosures: ESGIL CORPORATION p . ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560.1468 DATE: i( iS JURISDICTION: C4D-J O- Cj LS tftD PLAN CHECK NO: g7-0 SET: . PROJECT ADDRESS: 55' R00SL1T ST PROJECT NAME:____________________ PLT d'1.9~PLAN CHECKER OFILE COPY [.]UPS LI DESIGNER n The plans transmitted herewith havlbeen corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply E) with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D 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 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: o.-r J. roqce A . 1. 4, • i_-5(Q 00SEVEL1 .ST 9U 17E 3 C$j I [] 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: J. OCc Date contacted:Zl,(4L2I Telephone # REMARKS: By: A.D. k&/nc1osures: ESGIL CORPORATION CITY OF CARLSBAD PLAN CHECK NO. 87-509 III FEBRUARY 16, 1988 REMAINING CORRECTIONS FROM THE PREVIOUS CHECK LIST DATED NOVEMBER 25, 1987 ICBO report no. NER-212 does not include an enclosure for.the accordian door. Door 7 shown on details B, C & D of sheet A7 of the plans encloses the accordian door. Delete this door or provide the manufacturer's instructions and fire door listing. Provide toilet wall protection per UBC, Section 510(b). Enameled gypboard does not compy. Recheck finish schedule for the third floor toilets. Detail duct shafts for second floor restroom exhaust fan ducts. UBC Section 1706. Detail A on sheet M2 of the plans is not a fire rated shaft. Original correction #155. Show fire dampers in ceiling outlets (ducts) where one-hour protection is provided below the duct. (generally in lobby, area) Clarify ceiling construction in the lobby area to show one-hour as required for corridors. DetailA sheet M-2 does not show fire rated ceiling above th the duct and fire retardant treating of furred ceiling is not shown. ENERGY OB-31.' Provide new revised energy design. (corridors and lobby areas are not conditioned.) OB-32. Detail outside air ducts of supply and return air ducts from outside to HVAC zones. The duct shafts must be a full one-hour fire rated for exhaust and supply air fans. MECHANICAL A. Show how outside air is provided to all office spaces or show supply and return air ducts from HVAC unit locations to HVAC zones. (mechanical ventilation is required per title 24, Section 2-5343) . . If you have any questions, please contact Gene Meier of Esgil. Corporation at (619) 560-1468. Thank you. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 2S, JURISDICTION: Ct-- OF I'D PLAN CHECK NO: '7-3g . PROJECT ADDRESS: '2S oo/EL1 r APPLI PkNCBECKER FILE COPY UPS DESIGNER PROJECT NAME: D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. • D 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. o 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 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: ROs2T oIC A..P%. Roo,E.\JeLr -r. •'' CjtLseD C.A.. qz00gr 0 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: -mcn-- Date contacted: Telephone #t-44 4a25q 0 REMARKS: By: Enélosures:___________________ ESGIL CORPORATION / a CITY OF CARLSBAD PLAN CHECK NO. 87-509 II 2558 ROOSEVELT ST. NOVEMBER 25, 1987 The following corrections remain applicable: Original correction #8. The bui-lding area shown in the Summary Table on sheet C-i is not correct. See cover sheet of original plan correction list. Original correction #5. Plans are required to be signed by a licensed engineer or architect. Original correction #154 - what is door 7- how will it function to allow the accordian door to be automatic closing? - Provide ICBO number for accordian door. Original correction #290 - Provide toilet wall protection per UBC, Section 510(b). Enameled gyp-board does not comply. a. Original correction #294 - Calculations for carport do not include the condition with masonry wall along east side. Provide calculations for the masonry wall as well as for carport based upon the existance of the masonry. b. The design of carport footings based upon constraint provided by A.C. paving is not acceptable. Original correction #90. Provide manufacturer and listing for door type B, which is a one-hour door. Provide two complete sets of plans. Original correction #81. Detail duct shafts for second floor restroom exhaust fan ducts. UBC Section 1706. (what is a 'B' type duct?) Original correction #155. Show fire dampers in ceiling outlets (ducts) where one-hour protection is provided below the duct. (generally in lobby area) Clarify ceiling construction in the lobby area to show one-hour as required for corridors. ENERGY OB-4. The building plans must be signed by an architect or civil engineer, to the compliance statement must be signed by an architect or engineer. (not a contractor) CITY OF CARLSBAD PLAN CHECK NO. 87-509 NOVEMBER 25, 1987 The maximum lighting -in any one SCM zone is 1.5 watts per square foot. The trade of calculation on CF-SA is not permitted with performance approach (the correct way to trade lighting in the service area with tenant office is to input the correct lighting level for each HVAC zone. Detail outside air ducts of supply and return air duct from outside to HVAC zones. MECHANICAL Provide details of supply and return air duct to and from the corridor to HVAC units. Show how outside air is provided to all office spaces or show supply and return air ducts from HVAC unit locations to HVAC zones. The building official must review omission of garage ventilation system. UBC Section 705. If you have any questions, please contact Gene Meier of Esgil . I -lit Corporation at (619) 560-1468. Thank you. I ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 :r u SAN DIEGO, CA 92123 (619)560.1468 DATE: OCT. DAPPLICANT URISDICTtôt JURISDICTION: CsT'l OF -'-ep .JPLAN CHECKER FILE COPY PLAN CHECK NO: QUP ODESIGNER PROJECT ADDRESS: Z''5' RpoPaveL 5T- PROJECT NAME: E'Q.%TThk)/ C.ouR.T D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. a 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; D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. in The check list transmitted herewith is 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: Roib mar J. Ip,i A,I.A. Zq'5(o cooset.-r Sr CARL,SAJ,.CA. OIL7009 0 Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant thj thplan ceck has been completed. Person contactedf1T3L. T t'- (Z&/!4. Date contacted: iDJ9JFJ1 Telephone #______________ REMARKS: By: ea - vluk) Enclosures:___________________ ESGIL CORPO TION PLAN CH= HO. PLAN GKIGZAL CM911WIAL JURISDIm: C $'I OF R.SeAD Date plans received by jurisdiction: '-2.'Z7 Date plans received by Esgil Corp.: 24 7 TO: R er= m-T. P, n ve- m. A.I.Ah. Date initial plan check completed: 246C0 f0os1sLr fv LIT 3 C.ARL$A, CA. '2.00% DATA OCCUPANCY: E21EI JUDThG USE: _0 TYPE OP O0IiwwL(I: ACTUAL ARE&: T FLOO R - 511 c5 FT (-f) 4- - 1I113pr I3D 5045 FT (e-z) , P.o rt.00:5-jqo pr'- (.-2 Z4.000 FT2 (ThtALAL.L L5) AIL&BLE AREA: _2000 1F=r7- 'ii (Ai.ri I FLOOS2.) SFRINKL: 'jES- IiJ L:EU OF %-I4.. CO3 R. - 2.e _5OoC. OCCUPANT LOAD:-'I - 2to oe.c. + (o __By: Applicant contact person: Rieay o'ic..e A.I.A.- Tel. 61g4?4o2'51 Plan check is united 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 disabled. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. Present California law mandates that construction comply with Title 24 and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level. Code sections cited are based on the 1985 USC. The circled items listed need clarification, RARKS: 1=o..Pu2.Pc_5E..5OF ALt.93uJA.L modification or change. All items must be bUILD :C AQEA, Twe 1200 FT C.PoR5 satisfied before the plans will be in conformance -TUE son Fr SPACE BEu.jEEt1 LDC5 with the cited codes and regulations. Per Sec. 303 AL T-lE. MAJoR.. BLDG.. 5 ASSL)MED (c), 1985 Uniform Building Code, the approval of To 0p.a bLD(.PE LJE).EEC.. • the plans does not permit the violation of any 154- CC'). ri-. I S U...3ILL RELH I..E ri-r state, county or city law. BOTI.4 SrR.Uc.xuR Be Ys4 T YPE O F C.OtJSTRtJ C..T.I 0 tfl-4. E. To speed up the recheck process, noteonthislist (PRP0tZT E2EFoI. WILL , LCD EE (or aconv)_where _each correction item has been Re-RD To ese addressed.i.e., _plan_ sheet. specification. etc. IF T44:.s C.oaDITloiJ 15, iJ0rr pRojb Besuretoenclosethemarkeduplistwhenyou A PIOPERTV LI)JE IS A6UI4ED submit the revised plans. TVJO BLDG5 A.kD WALL A.)b 00E#0IJ, PRC..--ib PE C.TAILE. A lS FO; TUE IP)ST AJALL OF E4T WALL aF MAski 5LOG, NOTE: PAM MOM ARK NOT IN S&uIus AS PAM WiVING Wi 133M N=DIN CINUMMONS WREE List No. 80, GIERAL .COCIAL, WIThOUT EURGY OR LOCAL ORDINANCE OR POLICY SUPPIEIENTS PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that- may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468. 3/ Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may hive been returned to you by the jurisdiction, to: The jurisdiction's building department. (AL" Provide the site address and a vicinity sketch 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 California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. Indicate on the Title Sheet whether or not a grading permit is required for this project. () 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 following code information for each building proposed: Occupancy Group Description of Use Type of Construction Sprinklers: Yes or No Stories Height Floor Area Justification to exceed allowable area in Table 5-C. (if applicable) Justification to exceed allowable height or stories in Table 5-D. (if applicable) Provide a note wit) the building data legend stating that yards used for area increases shall be permanently maintained. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Table 9-A. SITh PLAN l, Provide a fully dimensioned site plan drawn to I scale. Show north arrow, •property lines, easements, streets, existing and proposed buildings and structures. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". l3/ 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. 14t Clearly designate any side yards used to d' justify increases in allowable area based on Section 506. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Provide construction details if a part of this permit. i,K Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. Show and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. 194' 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. Show dimensioned parking layout including any required disabled access spaces. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. Y Provide a reference on the site plan to any details or specifications for required site improvements to comply with the Title 24 disabled access requirements. 7/29/87 2 D. LOCI ON PFdJrzKIx 2. 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 acception is used, show how the building(s) will comply with Section 505. When a new building is to be erected on the 3/. same property as an existing building, the location of the assumed property line with relation to the existing building shall be such that the exterior wall and opening protection of the exisiting building meet the criteria of Table 5-A and Part IV. Section 504 (c). 24/' 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). () The exterior walls less than 20 feet to a property line or an assumed property line, shall be OwS fire-rated construction. Section 03. Exterior walls shall have a 30 inch parapet when less than feet to a property line or an assumed property line. The uppermost 181 of such parapets shall be noncombustible. (see exception, Section 1709.) 2y( 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. () The exterior walls shall have no openings when closer than 5 feet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section 03. 29/ Eaves 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. V Projections may not extend more than 12 inches into areas where openings are not allowed. Section 1710. )Z Projections over. public1property must comply with Chapter 45. - Projections may no .dnd more than one-third the distance from :t!1e. 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). 37( Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304 (c). 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/' A covered pedetrian walkway must comply with the requirements in Section 509. 37( Exterior exit balàonies cannot be located in an area where openings are required to be protected. Section 3305 (i). Exteror 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-assemblies having a rating of not less than three-fourths-hour. Section 3301 (b) definition and Section 3311 (d). Structural 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. IJX Openings for scuppers, mechanical equipment vents, foundation vents and similar openings have to be protected where openings are required to be protected. Table 5-A, Section 03. K. NMD33G ARE& 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 (a). As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C. APPLs -ro Et -r WALL OF: C..AR.PoP_r To . 'S. JJ&L'- OF AAuiJ BLD6 - UPPE.- LE.JBL Q) EME OE %A3C,5 Acc. PRo.sc.-rioIJe 0 0 JJ, è 5, )ALLf, (W4ERE. pc-ruuc -ri-e o' Parapets of area separation walls shall have noncombustible faces for the uppermost 18 inches, including counterf lashing and coping materials. - - 57' See the attached article, "Area Separation Walls Revisited", and incorporate appropriate data and details on your plans. 7 Provide complete details of the area separation wall(s) to show compliance with Section 505 (e) 1-5. 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". Section k304 (e). G. IMMING MIGHTISTOKIRS % Clearly show the maximum building height based on the definition in Section 409. 6)( Clearly show if the lower level is a basement or story, based on the definitions in Section 403 and 420. 6/'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. 6$' The height and number of stories cannot exceed that shown in Table 5-D. Show the code basis for the height/number of stories as shown. (j) One additional story would be permitted beyond that shown in Table 5-D if the building is sprinklered throughout and the sprinkler system is not otherwise required by Section 506 (area) or Section 508 (substitute for one-hour). Section 507. Towers, spires and steeples shall comply with Section 507, Exception 1. pIRx-RIsrIvE wimmw(lON 67 Where one-hour fire-resistive construction 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 requirements for: occupancy separation, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 and atriums constructed in accordance 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. 6/ Detail how one-hour fire-resistive wall construction is maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 4304 (e). 3O. Detail and reference ICBO number or other approval for horizontal fire• assembly using trusses. Section 4303 (b) 6. 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. Roof/ceiling and floor/ceiling assemblies must be of one-hour construction. Detail fire assemblies on plans along with their ICBO 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. 73 Detail water heater vents located inside fire- resistive wall construction or within fire- resistive shafts. Section 1706 (a). 7$ Detail pre-fabricated fireplace flues within / individual fire-resistive shafts and specify fire-stopping around fireplace box opening. Section 4304 (e). 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. 76/ Detail column fire protection per Table 43-A é in the UBC and specify column impact protection in garage areas per Section 4303 (b) S. As a minimum, show a 22 go. steel jacket around each column to a height of 3 feet above the ground for impact protection. 77/ Structural members such as beams supporting more than one floor or roof must be individually fire protected. (Section 4303 (b) 6.) Detail required protection. 7/29/87 5 7( Clearly specify minimum thickness of walls and " slabs to provide -hour fire-resistive rating per Table 43-B 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. 6) Detail all plumbing and electrical penetrations 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 (a) Foam plastics shall not be used as interior finish except as provided in Section 1712. 83' When walls and ceiling are required to be fire- ' resistive or noncombustible, the finish material shall be applied directly against such fire-resistive or noncombustible 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 not to exceed 8 feet in any direction. Section 4203, 1. 84,, 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 noncombustible backing or furring strips. Section 4203, 2. 85/ Hangers and assembly members of dropped I ceilings below a one-hour ceiling assembly shall be noncombustible materials except in Types III and V construction, where fire- retardant treated wood may be used. Section 4203, 2. 86. All interior wall or ceiling finishes less than / 1/4 inch thick shall be applied directly against a noncombustible backing unless it is in accordance with an approved tested assembly. Section 4203, 4. 87/ Provide a note on the.plans or on the finish I schedule, "Wall and ceiling materials shall not exceed the flame spread classifications in UBC Table 42-B." .. - J. OPANCY SEPARIIOII A OE -hour occupancy separation is required between P -1 occupancy and the E-2.. occupancy. Table 5-B, Section 503 (d), Tables 43-A, B, C and chapter 43. (See exceptions in Section 503) Administrative and clerical offices and similar rooms need not be separated from 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 $03 (a). () Provide OIJ -hour fire-resistive door assemblies in the oe -hour occupancy separation. Section 503 (c). A B-i occupancy in 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, limitation of number of stories and type of construction ONLY if the conditions of Section 702 are met: B-1 is Type I construction. B-1/B-2 is separated by a three-hour occupancy separation. C. B-i 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-D for the least type of construction. The Type I construction is required to have protected openings when located within 20 feet from a property line or centerline of a public way. Section 1803 (b). 91 In Type I construction, no openings are permitted in exterior walls less than 5 feet from a property line. Section 1803 (b). 94, All openings 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) 2. Tables 43-A, B, C and chapter 43. 7/29/87 6 Structural members supporting an occupancy separation must have the same fire-resistive rating as the separation. Section 503 (b). 6. No openings are allowed in a four-hour fire- resistive occupancy separation wall. Section 503 (c). 9/ 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 (c). 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). c:E) 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). 190. Occupancy separation wall penetrations must be either ferrous or copper and fire-stopped. Steel electrical outlet boxes, not exceeding 16 sq. inches and not exceeding 100 square inches per 100 square feet of wall may be installed and shall be separated by a horizontal distance of 24 inches when on opposite sides of a wall. Section 4304 (e). Fire-resistive floors used for occupancy separation shall have openings for mechanical and electrical equipment enclosed in shafts per Section 1706. 19Z Clarify that wiring within concealed spaces complies with the Mechanical Code and UBC Section 4305 (e). Ducts penetrating one or two-hour occupancy separation walls must have fire dampers. A fire door is required for three-hour separations. Section 4306 (j). 19 1"Usable space under the first story shall be enclosed and shall be separated from the non- usable space- as required for one-hour fire- resistive construction and the door to the usable space shall be self-closing, of noncombustible construction or solid wood core, not less than 1-3/4 inches in thickness. Section 1703. 3951, Show the basis for the rating of the occupancy separation you propose, i.e., Item number in Table 43-A, B, C; Gypsum Fire-Resistive Design Manual; U.L., etc. IX. Unless the entire .,building., is sprinklered, storage areas in èxcissof 1000 eq. ft. (3000 sq. ft. if storage area is sprinklered and not otherwise required to be) in connection with sales occupancies ,.sall be separated from public areas by a one-hour fire-resistive occupancy separation.,Section 702 (b). In all occupancies, floors above the first story having 10 or more occupants, shall have not less than two exits. Section 3303 (a). 1p(. In areas where the occupant lâàd exceeds -, two exits are required. See ?h1 -A 109 Exits should have a minimum separation of one- ' half the maximum overall diagonal dimension of the building or area served. Section 3303 (c). The maximum number of required exits and their required separation must be maintained until egress is provided from the structure.. Section 3303 (a). l]1. Where a required exit enters a yard or court the minimum width of the yard or court shall be 44" and the yard must be unobstructed and lead to a public way. Section 3311 (b), Section 3301 (b). 112'(Where required exits enter an exit court (see definition, Section 404 and 3301), the exit court must discharge into a public way or exit passageway. The exits from the exit court shall comply with Section 3311 (d) requirements for, width, number, and protection of walls and openings when the occupant load exceeds 9. lzf. Change in width in a 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). 111/Wa1ls of exit passageways shall be without i' 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). Basements require two exits. Section 3303 (a). D FLOoR... tCC.OPt'4JT6 -4t3T -'rA') A5 T'O 2. 6 E 7/29/81 7 () All interior stairways and ramps shall be enclosed. In other than H-6 and I occupancies an enclosure is not required if serving only one adjacent floor and not connected to stairs or corridors, serving , other floors. Section 3309 (a). - () Stairway riser must be 4 inches minimum and 74 inches maximum and minimum run shall be inches. Section 3306 (c). See the exception O for private stairways serving less than 10 occupants. i9V. Winding and spiral stairways are permitted only in residential occupancies. Section 3306 (d). (s). 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 labeled one and one-half- hours or one-hour fire assemblies. (j) Exit enclosures should include a corridor on the ground floor extending to the exterior (see exception). Fire-resistive construction should be as required 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 continuing to the lower level. Usable space is not allowed under the stairs. 1j(. Occupied floors more than 75 feet above the highest grade should have all exits from the building in smoke-proof enclosures. Section 3310 (b). 143'. In buildings four or more stories, one stairway must extend to the roof. Section 3306 (0). 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 determining if a stairway to the roof is required. Section 3306 (o). lM' Handrails are required on - each side of,.. / stairways. Stairways recuired to be more than 88 inches wide shall have intermediate handrails. Stairways. less than 44 inches.. wide may have one handrail. if not open on both sides. Private -stairways (1 tenant), 30 inches or less in height, may have one handrail. 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). Note: Title 24 requires handrails on both sides to extend 12 inches beyond the top nosing and 12 inches plus the tread width beyound the bottom nosing where disabled access is required. $~ 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). 16 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). 14Kopenings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. See exception above. Section 3306 (1). l. Buildings four or more stories in height shall f have a stairway numbering systm complying with Section 3306 (q). N. CORRIDORS 149,- Corridors and exterior exit balconies serving .' 10 ore more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Section 3305 (b). P0. 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). E 7/29/87 9 () 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 have an exit independent from the corridor. Exterior sides of exterior exit balconies. C. Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less then the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. Section 3305 (g). (. 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). . Total area of all openings, except doors, in 1T anyportion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305 (h). Elevators serving more than two stories shall not open into required one-hour exit corridors unless protected by an approved smoke/draft control door system. In high rise buildings refer to Section 1801 (h). Section 3305. 1,5. Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306 (j). i6 One-hour corridors shall not be used as an integral part of a duct system. This includes the space above a dropped ceiling within the one-hour corridor. UMC Section 706 (b). 6J) Provide a complete architectural section of the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floor, walls, roof and all penetrations. Section 3305 (g). 15 Ceilings of combustible materials cannot be / suspended below the one-hour corridor ceiling. In types III or V construction fire retardant treated wood may be used. Section 3305 (g). l Corridor walls may terminate at the ceiling 7 only if the ceiling is.an.element of. a one- hour fire-resistive., floor or .. roof system. Section 3305 (g). 169( When two exits are required, dead end 7 corridors and exit balconies are limited to 20 feet. Section 3305 (e). N. Z11T SIGNS ir. Exit signs are required for exits serving an occupant load exceeding 49. Show all required exit sign locations. Section 3314 (a). 12'. Show that exits are lighted with at least one foot candle at floor level. Section 3313 (a). l3<'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) 1e 1/Show separate sources of power for exit illumination and exit signs. (Occupant load exceeds 999 in A-i, 500 in A-2/2.1, 750 in churches, 100 in I's and 500 in B-i occupancies used for retail sales or offices). Section 3313 (b) 2. 65 The exit sign locations as shown are not adequate. 0. ZMATORS Elevators shall be enclosed in a one-hour shaft except in Type I and Type II F.R. construction where the elevator shall be in a two hour shaft. Elevators in other than Group I occupancies need not be in a rated enclosure if serving only one adjacent floor. Section 1706. (I) Every opening into an elevator shaft enclosure shall be protected by a self-closing fire assembly having a one-hour fire rating in one- hour shafts and one and one-half hours in two hour shafts. Section 1706. 1L Elevator shafts extending through more than ' two floor levels shall be vented to the outside. The area of vent shall be not less than 3 1/2% of the shaft area and a minimum of 3 square feet per elevator. Section 5104. Elevators in high rise buildings shall comply with Section 1807(b). 170. Every elevator lobby or entrance area shall be / provided with an approved smoke detector as required by Section 5103(b). (si) Oi..3 D FLOORS., COR TZM69.5 L&.r,t Rt)-f Lh SpAc. vo MOST 5e PgoTc-EP, oc,cs )..4r Be CoJTl3u00$ T2A,0 APP.ovE.D .y-r C&iOT OPa,J tcr'o RooL15. "&rr PAE/'1M1C.I TtI 5o.,T14 LESI SPAC... ' 6b.4OL3LD 7/29/87 - A IPRoTscye D C.OP,R' yo -r qE 30uT &tA'. 171. goors other than the hoistway door and the /elevator car door are prohibited at the point of access to elevator car. Section 5106. 1.72/Revise the number of elevator cars per hoistway f enclosure to comply with Section 5103(a). 171Z Provide notes, details or specifications to " show the elevator will comply with UBC Sections 5102-5106 and Title 24 Section 2-5102 through 2-5105. 174,/Provide clear inside elevator car dimensions as / required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(m). One elevator in buildings more than three stories or buildings where disabled access is required to upper level(s): 6'-8" by 41 ..3" with a minimum clear opening width of 42". Elevators other than in (a) above sexviiig an occupant load over 50 shall have a minimum inside platform of 5 feet 8 inches wide by 4 feet 6 inches deep. The minimum clear door width shall be 36 inches. Elevators other than in (a) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 2 feet 8 inches. GLASS AND &.AZTHG 17). Specify on the window schedule the glass type " and thickness to show compliance with Table 54- A and B. 17fr Glazing, in the sane wall plane as a door, must f be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. 17). Glass in excess of 9 sq. ft. with the lowest f edge less the 18 inches above a walking surface shall be safety glazing or shall have a horizontal number not less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface. Section 5406 (d) 7. ! A fire-retardant roof covering is required. See exceptions under Section 3202 (b). Specify roof pitch. l)0. Roof pitch is not adequate for roof covering specified. Specify minimum pitch of Specify roof material and, application. . Specify ICBO, UL o. other recognized listing approval number for roof materials not covered in uuc. - : 183, Specify roof slope for • drainage or design to support accumulated water.. Section 3207 (a). () Show roof drains and overflows. Size drains per Appendix D of UPC. Section 3207 (a). 1011., Show the legal basis to allow roof drainage to flow onto the adjacent property. l8. Draft stop roof/ceiling area, attics, mansards, overhangs, false.fronts and similar to limit area to 3,000 sq. ft. or 60 LF (9,000 sq. ft and 100 LF, if sprinklered). Section 2516 (f). B-2 and B-li 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. Provide skylight details to show compliance with Chapter 34 and Section 5207 or provide ICBO or other recognized approval listing. 39. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing. 4) Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 3205 (c). Provide a minimum 22" x 30" attic access opening (or 30" x 30" if equipment. is in attic). Section 3205 (c). Fg EXTINGUISHOG 192, Fire sprinklers are required for any story or I 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 side and the opposite side is more than 75 feet away. Section 3802 (b). 1$ 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). ]p4. Fire sprinklers are required at the top of .1 rubbish and linen chutes and in their terminal rooms. Chutes extending through three or more floor shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802 (b). ( Joet, AF. OT t FIF rAJJJ'r otJRJ '' - PRov oe DA. rA, To 'jg=•4 T4j CL-As. E' ArD. 7/29/87 11 195JPire 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 or in B-2 retail sales occupancies more than three stories in height. Section 3802. 196,/Fire sprinklers are required in H occupancies / when exceeding the areas in Section 3802 (f). 191. Provide fire sprinklers in drinking and dining I establishments when the total area of unseparated rooms exceeds 5000 square feet. Section 3802 W. 6) Provide fire sprinklers IVJ RPOQ..T Se.. CogG Io g MJD Co Section 506, 507, 508 or 3802. See also jurisdiction ordinance. 199" When serving more than 100 sprinkler heads, / automatic sprinkler systems shall be supervised 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. Section 3803. 20JY' Provide class standpipes per Section 7 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. S. PJHD&TION () Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 2905. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When required by the soil report). 3P4. The foundation plan does not comply with the following soil report recommendation(s) for this project 30(. Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. 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:- the building, pad was prepared in accordance with the soils report; the utility trenches have been properly backfilled and compacted, and; the foundation excavations, forming and reinforcement comply with the soils report and approved plan". 297<" Provide spread footings for concentrated loads designed for 1,000 psf soil bearing or. per bearing value as determined by an engineer or architect. Chapter 29. 2,9a' Show height of all foundation walls. Chapter 23. 2ft Show height of retained earth on all foundation walls. Chapter 23. ö. Show distance from foundation to edge of cut 1 or fill slopes and show slope and heights of cuts and fills. Chapter 29. 341'. Note on the plans that wood shall be 6 inches above finish grade. Section 2516 (c) 7. 2ote on plans that surface water will drain P/ away from building and show drainage pattern and key elevations. Section 2905 (f). Dimension foundations per Table 29-A. wa 2.A—F0WWATION8 FOR 07U0 esAmNowAu.s—Niwlmuu REOUIRMENTS" Wimmor lu,olTlD ST Till '0&1:6 RWISTIOM' PAM *IA& TlUUlUlOP — WIDTH or FOSTIWI t's) TIUCNU$ OF WIDThS t.sI OUNIGUM IWIDI*TUDU3 UWOWID WWIMCI wiv DTNDTITI NAISNI! I 6 6 12 6 2 2 $ S Ii 7 II 3 10 tO IS $ 24 lW%llSNIUIUiICOIdhjOSDTfrOIIIiOID 110 flOOd. foadipud f-- uroqáod ii Scoda. "Ma Thc gcuidvsdcrthflaaybswldlolhcctivldaiotthctapuflbsfalliflg. 'FouMaliana may Iupcd oa(iaadditiaalolb aduIMadDsgnktMflaan. F'-' iuppocda$raa(a asly sAsh ba u,cquiacd for supponinsan faa. 2W. Note on the plans: "On graded sites, the top < of any exterior foundation shall extend above the elevations of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent." Provide elevations on the site plan to show compliance. Section 2907 (d) 5. 23k/Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. ('&) i4 hV Se, E St F r 10 t3 0 iJ 6v4T. C- I 7/29/87 . 12 216 Show foundation bolt size and Foundation bolt size and spacing walls must be clearly shown on the plan. Section 2907 (e). spacing. 23? Provide details for damp proofing the for shear I foundation walls, below finish grade, where foundation usable space exists on the interior side of the walls. Section 1707 (d). 2).7' Specify sizes' ICB0 number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). 2).E' Show size, embedment and location of hold down anchors on foundation plan. Section 2303 (b) 4. 2 ,P4 Note on the plans that hold down anchors must be tied in place prior to foundation inspection. 32d. Show adequate footings under all bearing walls and shear walls. Section 2907 (d). 22( Show stepped footings for slopes steeper than 1:10. Section 2907 (c). 22V 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. pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum under floor access of 18 inches by 24 inches. Section 2516 (c) 2. 225 Show minimum under floor ventilation equal to a ' 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. 2E Specify that posts embedded in concrete shall / be pressure treated per UBC Standard NO. 25- 12. Section 2516 (c) 1. I. MASONRY Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6 and Section 2515 (a) regarding ties and #9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 24. Show floor sa6mmaeof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2312 (j) 3. A. 231Z. Show a minimum 2" air space and flashing / between planter 'and building walls. Section 2516 (c) 7. U. MAKING Provide complete structural details on the plans with cross referencing as needed to show the structural framing will' comply with the design ' calculations and building code requirements. Provide minimum structural specifications on the plans to show that all . structural materials will comply with the design calculations and building code requirements. 23Ji( Provide a special inspection section on the plans listing all, structural elements requiring special inspection by U.B.C. Section 306. 23,S' Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and . at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Section 2506 (h). 23)'. Show blocking at and and at supports of floor f joists, and for rafters at exterior walls. Section 2517 (d) 3. 238. how solid blocking at ridge line and at /exterior walls on trussed roofs. Section 2506 (h), Section 2517 (h). 239,/Show double joists. Floor joists shall be ' doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 240; Bearing partitions, perpendicular to joists, I shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joists. Section 2517 (d) 5. 241. Show rafter ties. Rafter ties shall be spaced /not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. 7/29/87 13 243,/Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. 243,.1Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure - loading- will be as designed). 214. Show double top plate with minimum 48" lap / splice. Section 2517 (g) 2. 24 Show nailing will be in compliance with Table / 25-Q. 2J6. Show or note fire stops at the following F locations per Section 2516 (f): in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in lime with the run of stairs if the walls under the stairs are unfinished; and in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. Show stud size and spacing. Maximum allowable stud heights; bearing wall: 2 x 4 and 2 x 6 max. 101; non-bearing: 2 x 4 max. 141, 2 x 6 max. 201 . Table 25-R-3. 2)11. Studs supporting two floors, a roof and ceiling must be3x4.or2x6at16"o.c. Table125-R- 3. () Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). G Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. ;W. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, 3, K) and Section 4713 (d). 23. Show 3" x 4" or 2" x 6" studs in first story I of three story building,. Table R- 25-3.., Provide truss details and truss calculations for this project. Specify1on -the plans the truss identification numbers. 2)8 Provide roof franiiñg plan and floor framing plan. Section 302 (a) 7. Provide framing sections through Section 302 (a) 7. 257. Specify all header sizes for opening over 4' / wide. Section 2517 (g) 5. 25 Provide calculations for main vertical and 7horizontal framing members and post footings. Section 302 (a) 7. 259. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (a) 7. () Show on the plans all structural requirements developed in the structural calculations. 2)P(Colunns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treat wood is used. Section 2516 (c) 4. 2624kdividual concrete or masonry piers shall /' project at least 8 inches above exposed ground unless the columns or. posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 263/ Specify plywood grade and panel identification f index. Table 25-N. 26)/hen roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 265/.If foundation cripple wall studs are less than I 14" framing shall be solid blocking. Section 2517 (g) 4. 1/29/87 14 266/Cripple wall studs exceeding 4 feet in height / shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. 2671 Show plywood, sheathing, over exposed eaves, or .1 other weather exposed areas, is exterior grade. Section 2516 (g) 3. 20. Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). 269. Ridges, hips, and valleys shall be at least one / size larger than supported rafters. Section ' 2517 (h) 3. 270./ In open beam construction, provide strap ties / across the beams at the ridge support. Section 2501 (b). V. NIS,.LAWS 2JX Parking garages shall have an unobstructed headroom clearance of not less than 71-0" above the finish floor to any ceiling, beam, pipe or similar construction. Section 702 (b). 6j) Show light and ventilation, for areas customarily used by people, will comply with Section 605. 273 Provide details of restrooms to show compliance with Section 510 (b), regarding floors, walls and showers. 274. Provide restrooms for each sex if the number of / employees exceeds 4 and both sexes are employed. Section 105 (B occupancy). 27fr'. Show unenclosed floor and roof openings, open / and glazed sides of landings and ramps, balconies or porches more than 30" above grade or floor, and roofs used for other than service to the building have 42" minimum height guardrail, through which a 6" sphere cannot pass, and designed for 20 lbs. per lin. ft. applied horizontally at top rail (50 lbs. for exit facilities serving more than 50). Section 1711. Table 23-B. 37166. Provide platform and stage construction, including occupancy separations and roof vents, as per Chapter 39. 27J< Pedestrian walkway shall comply with Section #' 509. 23P<' Provide at least one drinking fountain for each floor level in Group A occupancies. Section 605. 28V Buildings housing A Occupancies shall. front directly upon or have access to a public street not less than 20 feet in width. The access to the public• street shall be a minimum 20-foot-wide right-of-way, unobstructed and maintained only as access to the public street. The main entrance to the building shall be located on a public street or on the access way. Section 603. V. TT.R 24 HA1IDICAP1 ACCWS () Provide note and details on the plans to show compliance with the enclosed Handicapped Access Check List. Handicapped access requirements may be more restrictive than the UBC. X. XNMW jieiuucvION Provide mechanical plans, plan details, calculatiäns and completed forms to show compliance with state regulations for energy conservation. () Provide electrical plans, plan details, calculations and the completed Form 5 or CF-5 to show compliance with state regulations for energy conservation. 284. Pedestrian walkways shall comply with Section 509. () Incorporate in the plans or specifications the attached "Title 24 Mandatory Requirements" and the "Title 24 Construction Compliance Statement Requirements". (')Please see additional corrections, or remarks, on the following page. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact &E,VE Alkfine, at Esgil Corporation. Thank you. Enclosures: 1. 2 ' Show that aisles and seats comply with Sections 3315 and 3316. 07/29/81 15 CITY OF CARLSBAD PLAN CHECK NO. 87-509 - 2558 ROOSEVELT STREET OCTOBER 9, 1987 ADDITIONAL CORRECTIONS 287. The lobby extends through 2 floors and is therefor required to be enclosed as required for vertical • openings. See U.B.C. Section 1706. The recessed area extending under the south stairway On the ground floor is required to be of one-hour construction to maintain the one-hour enclosure. Stairs. may not have open risers. Toilet wall protection is required as indicated in U.B.C. Section 510(b). Enamel gyp-board -does not comply. Provide calculations for floor diaphragm shears. See Formula 12-9, U.B.C. Chapter 23. Show location and details of hold-down connectors (see calculations). • Provide calculations plans and details for the Carport Structure. • See attached electrical,and energy conservation. correction sheets. If you have any questions, please contact Gene Meier of Esgil Corporation at (619)560-1468. Thank you. TITLE 24: DISABLED ACCESS REGULATIONS IN—RESIDENTIAL CHECK LIST[ AT EACH CIRCLED ITEM, NOTE THE PLAN SHEET THAT SHOWS THE CORRECTION. -WALKS AND SIDEWALKS (SEC. 2-3325) I. Walks and sidewalks shall have a continuous com- mon surface, noi interrupted by steps or by abrupt Vs i changes in level exceeding nch, and shall be a minimum of 48 inches in width. Surfaces with a slope of less than 6 percent gradient shall be at least as slip-resistant as that described as a medium salted finish. Surfaces with a slope of 6 percent gradient or greater shall be slip-resistant. Surface cross slopes shall not exceed Vs inch per foot. Walks, sidewalks and pedestrian ways shall be free of gratings whenever possible. For gratings located in the surface of any of these areas, grid openings in gratings shall be limited to Vs inch in the direction of traffic flow. When the slope in the direction of travel of any walk exceeds 1-vertical to 20 horizontal it shall comply with the provisions for Pedestrian Ramps. Abrupt changes in level along any accessible route shall not exceed Vs inch. When changes in level do - occur, they shall be beveled with a slope no greater than 1:2 except that level changes not exceeding Vs inch may be vertical. When changes in levels greater than Vs inch are necessary they shall comply with the requirements for curb ramps, Walks shall be provided with a level area not less than 60 inches by 60 inches at a door or gate that swings toward the walk, and not less than 48 inches wide by 44 inches deep at a door or gate that swings away from the walk. Such walks shall extend 24 inches to the side of the strike edge of a door or gate that swings toward the walk. All walks with continuous gradients shall have level areas at least 5 feet in length as intervals of at least every 400 feet. (j)HAZARDS (SEC. 2-326) Warning curbs. Abrupt changes in level, except. between a walk or sidewalk and an adjacent street or driveway, exceeding 4 inches in a vertical dimen- sion, such as at planters or fountains located in or adjacent to walks, sidewalks, or other pedestrian ways, shall be identified by curbs projecting at least 6 inches in height above the walk or sidewalk surface to warn the blind of a potential drop off. When a guardrail or handrail is provided, no curb is required when a guiderail is provided centered 3 inches (plus or minus one inch) above the surface of the walk or sidewalk: the walk is 5 percent or less gradient or no adjacent hazard exists. Overhanging Obstructions: Any obstructions that overhangs a pedestrian's way shall be a minimum of 80 inches above the walking surface as measured from the bottom of the obstruction. PARKING (SEC. 2-7102) / 1. The following table establishes the number of handi- capped parking spaces required: Total Number of Number of Handicapped Parking Parking Spaces Spaces Required 1.40 ....... 41. 80 .......2 81.120 .......3 121.160 .......4 161.300 ....... 301.400 .......6 401.500 .......7 over 500 .......I for each 200 additional spaces provided When less than S parking spaces are provided, one shall be 14 feet wide and lined to provide a 9 foot parkins area and a 5 foot loading and unloading area. 2. Physically handicapped parking spaces shall be lo- cared as near as practical to a primary entrance. If only one space is provided, it shall be 14 feet wide and lined to provide a 9 toot parking area and a 5 foot loading and unloading area. When more than one space is provided in lieu of providing a 14 foot wide space for each parking space, two spaces can be provided within a 23 foot wide area lined to provide a 9 Coot parking area on each side of a 5 foot loading and unloading area in the center. The min- imum length of each parking space shall be 18 feet. In each parking area, a bumper 9r1curb shall be pro- vided and located to prevent encroachment of cars over the required width of walkways. Also, the space shall be Sm) located that a handicapped person is not compelled to wheel or walk behind parked cars other than their own. Pedestrian ways which arc accessible to the physi. ally handicapped shall be provided from each such parking space to malted facilities, including curb cuts or ramps as needed. Ramps shall not encroach into any parking space. EXCEPTIONS: 1. Ramps located at the front of physically handicapped parking spaces may encroach into the length of such spaces when such çncroachmcnt does not limit a handicapped person's capability to leave or enter their vehicle thus providing equivalent facilitation. Surface slopes of parking spaces for the physically handicapped, shall not exceed Vs inch per foot in any direction. S. Entrances to and vertical clearances within parking structures shall have a minimum vertical clearance of 8 feet 2 inches where required for accessibility to handicapped parking spaces. 6. Handicap parking identification signs shall be provided as required by Section 2-7102(a) in the following locations: is. On the pavement within each required park- ing space Is. At the entrance to the parking facility. SANITARY FACILITIES (SEC. 2-511) - 1. Where separate facilities arc provided for non.handi. capped persons of each sex, separate facilities shall be provided for handicapped persons of each sex also. Where unisex facilities are provided for non.. handicapped persons, such unisex facilities shall be provided for the handicapped. 2. Where sanitary facilities are located on accessible floors of a building, they shall be made accessible to the physically handicapped. 3. Passageways leading to sanitary facilities shall have a clear access width as specified in Chapter 33. All doorways leading to such sanitary facilities shall have: A clear unobstructed opening width of 32 inches. A level and clear area for a minimum depth of 60 inches in the direction of the door swing as measured as right angles to the plane of the jour in its closed position, and 44 inches where the door swings away from the level and clear area. 4. Multiple accommodation toilet facilities shall have the following: A clear space measured from the floor to a height of 27 inches above the floor, within the sanitary facility room, of sufficient size to inscribe a circle with a diameter not less than 60 inches, or a clear space 56 inches by 63 inches in size. Doors other than the door to the handicapped toilet compartment in any position may encroach into this space by not snore than 12 inches. A water closet fixture located in a compartment shall provide a 28 inch wide clear space from a fixture or a 32-inch wide clear space from a wall at one side of the water closet and a 48 inch long clear space in front of the water closet if the compartment has an end opening door (facing the Water closet). A 60 inch minimum length clear space shall be provided in a compartment with the door located at the side. Grab bars shall not project more than 3 inches into the clear spaces as specified above. A water closet compartment shall be equipped with a door that has an automatic closing device, and shall have a clear unobstructed opening width of 32 inches when located at the end and 34 inches when located at the side with the door positioned at an angle of 90 degrees from its closed position. Except for door opening width, and door swings, a dear unobstructed access not less than 44 inches shall be provided to water closet compartments designed for use by the handicapped and the space immediately in front 102385 PACE 2 JC"DRINKING FOUNTAINS (SEC.' 5-1507, '2-5111'- The drinking fountain shall be a minimuniof is; inches in depth and there shill be clear and unob- structed spaces under the drinking fountain not less than 27 inches in height and 18 inches in depth, the depth measurements being taken from the front edge of the fountain. A side approach drinking fountain Is not acceptable. - - - The bubbler shall be activated by a control which is easily operated by a handicapped person such as a hand-operated lever type control located within 6 inches of the front of the fountain, a push bar control along the front of the drinking fountain, etc. The bubbler outlet orifice shall be located within 6 inches of the front of the drinking fountain and shall be within 36 inches of the floor. The water stream from the bubbler shall be substantially, parallel to the front edge of the drinking fountain. S. Where water fountains arc provided, they shall be located completely within alcoves, or otherwise positioned so as not to encroach into pedestrian ways. DOORS & HARDWARE (SEC. 2-3301, 3304) All primary entrances to buildings shall be made accessible to the handicapped. Hand activated door opening hardware shall be. centered between 30 inches and 44 inches above the floor. Latching and locking doors that are hand acti._ vated and which are in a path of travel, shall be oper- able with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hard- ware designed to provide passage without requiring the ability to grasp the opening hardware. Locked exit doors shall operate as above in egress direction. Doors to individual hotel or motel units shall oper- ate similarly, except that when bolt and unlatching operation is key operated from corridor or exterior side of unit door, large bow keys (2 inch) full bow or 1'A inch (half bow) shall be provided in lieu of lever type hardware on the corridor side. Separate dcad lock activation on room side of corridor doors.in hotels or motels shall have lever handle o lii'gé thumb turn in an easily reached location. ft of a water closet compartment shall be not less that 48 inches as measured at right angles to Com- partment door in its dosed position. . Single accommodation toilet facilities shall .. the followings Th.re shall be sufficient space in the toilet roam for a wheelchair meas- uring 30 inches aide by 40 inches long to enter the room and permit the door to close. The water closet shall be located in a ap.cd which provides a 20 inch wide clear space from a fix- ture or a 32 inch wide clear space fro ma wall at one side of the water closet and 48 inches of clear space in front of the water closet- In an existing building a single accommodation toilet facility may have the water closet fixture located in a compartment which provides a dear space of not less than 36 inches wide by 48 inches long in front of the water closet. Grab bars located on each side, or one side of the back of the physically handicapped toilet stall or compartment shall be securely ;ttachcd 33 inches above and parallel to the floor. Grab bars at the side shall be at least 42 inches long with the front end positioned 24 inches in front of the water closet stool and grab bars at the back shall be not less than 36 inches long. The diameter or width of the gapping surfaces of a grab bar shall be 1¼ inch to l inch or the shape shall provide an equivalent gripping surface. If grab bars are mounted adjacent to a wall, the space be- tween the wall and the grab bars shall be 1 Vs inches. A dear floor space 30 inches by 48 inches shall be provided in front of a lavatory to allow a forward approach. Such clear floor space shall adjoin or overlap an accesible route and shall extend into knee and toe space underneath the lavatory. Where urinals are provided, at least one shall have a clear floor space 30 inches by 48 inches in front of the urinal to allow forward approach. taiere facilities for bathing are provided for the public, clients or employees. including showers, bathtubs or lockers, at leaat one such facility shall comply with the handi- cap access standards In Section 2.511(a)9. 1/4 Inch thick identification symbols shall be provided on doors to sanitary facilities. A 12 inch triangle for own and 12 inch dia- meter circle for women is required. (F.) WATER CLOSETS (SEC. 5-1502) 1. The height of accessible water closets shall be a min- imum of 17 inches and a maximum of 19 inches measured to the top of the toilet seat. Flush controls shall be operable by an oscillating handle with a maximum operating force of 3 lb or by a remote low voltage button. The handle or button shall be located so they are operable without requiring excessive body movement. ()UR1NALS(SEC. 5-15.03) Where urinals are provided at least one elongated rim at a maximum of 17 inches above the floor is required. Flush controls shall be hand operated, and shall be mounted no more than 44 inches above the floor. (LAVATOR1ES(SEC. 5-1504) I. Lavatories shall be mounted with a clearance of at least 29 inches from the floor to the bottom of the apron with knee deasance under the front lip ex- tending a minimum of 30 inches in width with 8 inches minimum depth at the top. Toe clearance shall be the same width and shall be a minimum of 17 inches deep from the trontof the lavatory. 2. Hot water and drain pipes under lavatories shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. 3. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no greater than 3 lb. Lever-operated, push-type and electronically controlled mechanisms are examples of acceptable designs. Self-closing valves are allowed it the faucet remains open for at least 10 seconds. S. Width and Heights. 1. Every required exit doorway shall be of a size as to permit the installation of a door not less than 3 feet in width and not less than 6 feet, 8 inches in height. When installed in exit doorways, exit doors shall be capable of opening at least 90 degrees and shall be so mounted that the clear width of the exitway is not less than 32 inches. 4. For hinged doors, the opening width shall be mea- sured with the door positioned at an angle of 90 degrees from its dosed position. At least one of a pair of doors shall meet this opening width require- ment. Revolving doors shall not be used as a required entrance for the physically handicapped. S. Maximum effort to operate doors shall not exceed 8.5 pounds for exterior doors and 5 pounds for interior doors, such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above standards. When fire doors are required, the maximum effort to operate the door may be increased not to exceed 15 pounds. Construction. The bottom 10 inches of all doors except automatic and sliding shall have a smooth uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Where narrow frame doors are used, a 10 inch high smooth panel shall be installed on the push side of the door, which will allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Thresholds shall not exceed V inch in height. Where turnstiles are used a door or gate that is accessible to the handicapped shall be provided within 30 feet. There shall be a level clear area on each side of an saLt or passage door. Provide 60 Inches clear in the direction of the door swing and 44 inches on the aide opposite the door swing direction. measurements are to be at right angles to the closed door. 102385 PAGE 3 10. The width of the required level area on the side Into which the door swings shall extend 24 inches past the strike edge for exterior doors and 18 Inches past the strike edge for interior doors. 11. The space between two consecutive door openings In a vestibule serving other than a required exit stairway shell provide a minimum of 48 inches or clear apace from any door opening into the vestibule when the door is open 900. Doors Into a vestibule shall swing in the same direc- tion or they both shall awing sway from the vestibule. )('CORRIDORS AND EXIT BALCONIES (SEC. 2-3305) I. Corridor, that exceed 200 feet in length shall: Have a minimum clear width of 60 inches; Have at a central location, a 60 inch x 60 inch ainhsaa wheelchair turning/passing .Epace; or Have at a central location, an intervening cross corridor (minimum 44"); or Have at a central location, an openable door which provides complying access to an area adjacent to the corridor. () STAIRWAYS (SEC. 2-3306) 1.. Hsndr.Lls shall extend a minimum of 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing. 2. The handgrip portion of handrails shell be not less than 1-1/4 inches not more than 2 inches in cross-sectional dimension or the shape shall provide an equivalent gripping surface and shall have a smooth surface with no share corners. The upper approach and the lower tread of each Interior stair and every tread of exterior stair, shall be marked by a strip of clearly con- trasting color, at least 2 inches wide, placed parallel to, and not more than 1 inch from the nose of the step or landing to alert the visually Impaired. (Applies to stairs with 2 or more risers) Open stairways are not permitted. Riasru shall be sufficiently solid to prevent the passage of objects larger than 1/4 inch. S. Tread surfaces shall be slip-resistant and shall have smooth, rounded or chamfered exposed edges. The lower front edge shall be beveled or rounded. 6. Nosing shall not project more than 1-1/2 inch past the race of the riser below. L/IAMPS (SEC. 2-3307) The slope of a ramp shall not exceed I in 12. The top landings on a ramp must be at least 60 inches in depth. If a door swings onto a top landing the landing depth shall be not less than 42 inches plus the width of the door.. The top landing shall have a width not less than its depth. S. The top landing shall extend not less than 24 inches beyond the strike side of the door at exterior ramp. and 18 inches at interior ramps. The bottom landing shall be not less than 72 inches deep. Intermediate landings shall be provided at turns and whenever the change in level exceeds 30 inches. S. Intermediate landings on straight ramps shall have a depth of not less than 5'.0". Intermediate landings on ramps that turn greater than 30 degrees shall be not less than 6 feet in depth. Ramps shall be not less than 4 feet wide. Ramps serving a primary entrance for an occupant load of 300 or more shall be not less than 5 feet wide. 12. Handrails shall be placed on each side of each ramp and shall extend 12 inches beyond the top and bottom of the ramp. 32. Surfaces of ramps shall be slip resistant. p( ELEVATORS (SEC. 2-5103) At l...t one elevator shall have a minimum in. side ear platform of 6 test 0 inches wide by I feet 3 inches deep with a minimum clear opening width of 42 inches-In buildings more than three -. - stories in height and in all buildings where elevators are required. Passenger elevators in buildings other than thoee required in No. .1 above and serving an occupant load of more than SO shall have a minimum inside car platform of 5 feet 8 inches wide by 4 feet 3 inches deep. Doors shall be 3 teat clear side slide-type.. Passenger elevators in buildings other than theee required in No. 1 above and serving an occupant load of less than 30 shall have a minimum inside car platform of 4 feet 6 inches wide by 4 feat 6 inches deep. The door opening shall be at least 2 feet 8 inches clear width. All passenger elevators shall have handrail lo- cated 2 feet 6 inches to 2 feet 10 inches above the car platform. Elevator car operation buttons need to be ith. - . in reach of wheelchair users and of i type that blind or partially lighted persons can identity as required by Section 2-5103(m) - 6. Wheelchair lifts shall comply with See.2-5106 Ruuz AREAS CSEC. 2-3303 )crzits witsm RECILATED / OCCUPANCIES) 1. Every multi-story building where access is pro- vided for the physically handicapped shall have designated (signed) rooms or areas on each floor to provide sate refuge far the handicapped. Refuge areas are not required on stories opening to grade or with ramps to grade or in stories used only as service basaments or only for park- Ing- ,P(TELEPHONES cscc. 2-511) 1. General. If public telephones are provided, they shall comply with Section 2-511(d) () ELECTRICAL. Electrical receptacles (13, 20 and 30 s) shall be at least 12 inches above the floor. Section 3-210-50(e) Switches and controls for lights, appliances, cooling, heating and ventilating equipment shall be not less than 3 feet nor more than 4 feet above the floor. Section 3-380-8 (a) Fire alarm initiating devices shall be 48 Inches above the floor, ground or sidewalk. Section 3-7604.1 Xc PECWIC OCCUPANCY REQUIREMENTS hapters 2-6 through 2-14 have specific occupancy requirements for access in addition to the general requirements listed above. Provide notes and do- tails to comply with_____________________________ 102385 TITLE 24 MANDATORY REQUIREMENTS - - -. - (To be noted on plans or specifications) -. HVAC Controls Sec. 2-5315. (a) Each HVAC system shall: Be equipped with at least one automatic device for reducing HVAC energy use during periods of nonuse or alternate uses of the building spaces or zones served by the system; Be able to maintain space temperature set points from 55°F to 85°F. Two or more replaceable fixed set-point devices shall be permitted if installed so as to maintain space temperature set points in the zone that they control; Be able to provide sequential temperature control of heating and cooling capacity in each zone, if both heating and cooling are provided; 4• provide a range of temperatures up to 10°F in which no heating or cooling is provided to the space, if the HVAC system has both heating and cooling capability; Be able to terminate all heating at 700? or less; and Be able to terminate all cooling, at 78°? or more: .-. EXCEPTION: Multiple zone HVAC sytems requiring concurrent operation of independent heating and cooling systems need not comply with Section 2-5315(a) 4, 2-5315 (a)5, and 2-5315(a)6. (b) Zoning. Each zone shall be provided with at least one of the devices specified in subsection (a) to control the HVAC system which serves the zone. Each floor of a building with conditioned space shall contain at least one zone. Ventilation Systems Sec. 2-5316. On mechanical ventilation supply and exhaust systems capable of moving more than 5,000 cfm of air, auto- matic dampers interlocked and closed on fan shut- down shall be provided. On gravity ventilating systems, either automatic or readily accessible manually operated dampers in all openings to the outside, other than combustion air openings, shall be provided. Doors and Windows Section 2-5317. (a) Doors and windows between conditioned and uncon- ditioned spaces, such as garages and closets for central forced air gas furnaces using outside air for combustion, shall be designed to limit air leakage into or from the building envelope. Control Devices for Indoor Lighting Sec. 2-5319.Controls for lighting loads within the - - - building envelope shall meet each of the following re- quirements. Each area enclosed by ceiling-height partitions shall have independent control of the lighting within that area. Each area enclosed by ceiling-height partitions shall have at least one readily accessible manually operated. switching device to control lighting within the area. For lighting controls, "readily accessible" means located so that a person using the device can see the controlled lights or the area being lit. Switching devices in addition to, but not instead of, the required readily accessible manually operated switching devIces shall also be permitted. The general lighting of any area 100 square feet or larger in which the connected lighting load equals or exceeds 1.0 watt per square foot throughout the entire area shall be controlled so that the load may be reduced by at least one-half while maintain- ing a reasonably uniform level of illumination throughout the area. Readily accessible switches, that control each luminaire in a space with more than one luzninaire, or that control each lamp in a space independently meet the requirements of this section. In all areas where effective use may be made of natural light, lighting circuiting shall be arranged so that units, in all portions of the area where natural light is available at the same time, are switched independently.of the remainder of the area. Occupant Operating and Maintenance Information to be Provided by Builder The builder shall provide the building owner, manager, and the original occupants a list of the heating, cooling, water heating, and lighting systems and features, materials, components, and mechanical devices conservation or solar devices installed in the building, and instructions on how to use them efficiently. The instructions shall be con- sistent with specifications set forth by the Executive Director. Water Heaters and Plumbing Fixtures Water heaters, showerheads, lavatory faucets and sink faucets must be certified by the California Energy Commission (Excluding: waterheaters of the non-storage electric type and lavatories in public facilities having devices that limit the flow of hot water or have self-closing faucets or having devices that limit the outlet temperature to a maximum of 110°F) Section 2-5314, Table 2-53G. .c/74 -i-- - ir ' -< 676 I ELECIRICAL P1JI airi -'ur JURISDICTION: PLAN CH= NUKBZR: C5 Submit complete electrical plans and specifications. ,2. Submit plan showing location of all services. Submit complete one-line diagram of service and feeders. Ji. Indicate the grounding system to be installed for building service. Indicate ampere Interrupting capacities (AIC) of service and subservice equipment. NEC 230-65/110-9. Indicate sizes of fuses and/or circuit breakers. Indicate fuse symbols to show fault currents are limited to 10,000 amps on branch: circuits. If fuses are not used to limit fault currents on branch circuits to 10,000 amps, specify method to be used. Submit plan showing location of all switchboards. Indicate dimension of switchboards and control panels rated 1200 amperes or more. NEC 110-16(c). DATE: VOILU WAGGONER PLAN E(ER: () MEN DILLON fi. Provide oveturreflt protection on the secondary side of transformers. NEC 240- 21/384-16(d). Submit plan showing location of all panels. Submit panels schedules. )€ Specify conduit and wire sizes. Specify aluminum or copper conductors and type of insulation. Show approximate length of feeders. X. Specify electrode conductor size and type wire. (aluminum or copper) Submit electrical load calculatiohs. Indicate existing Service size. Indicate existing building load. Indicate new additional loads. )4. Indicate wiring method. ). Show exit signs on the electrical lighting plan. Note: Power for exit lights and emergency lighting must conform to the 1985 UBC Sections 3313 and 3314. Submit plan showing location of a11 transformers. Provide receptacle(s) Within 25' of the roof mounted A/C units. tJMC Section 509. Indicate the grounding system to be installed for transformers. NEC 250- Provide multiple switch lighting controls 26(c). per CAC, Title 24, 2-5319. Any questions on electrical please contact the plan checker shown above, at Esgil Corporation at (619) 560-1468. Thank you. M) ,q - 7' 1,T C z o -7/ Th' V, v in,iciIrn ,ex I ENERGY CONSWATrON CORRECnONS - LOWRISE OFFICE BUfl.DThCS. - (SECOND GENERATION NO)STDTIAL STANDARDS On January 1, 1987, new standards, and a new design manual, went into effect to govern the energy design for new heated or cooled bunse office buildings, (i.e. 3 stories or less). The new standards and design also apply to alterations or additions involving heated or cooled space in existing lownise office buildings or existing shell or speculative buildings wherein heated or cooled office space is being proposed or lighting is being extende&to new conditioned space. The new standards (214 pages) and the new "Designing for Compliance" manual (400+ pages) contain forms and design instructions that are essential to developing a complying design. To order the standards and manual you can contact the California Energy Commission, Accounting Office, 1516 North Street, MS #2, Sacramento, California 95814 (Telephone (916) 324-3014). Please address the circled items and, when resubmitting, provide a copy of this showing the page, detail, etc. where each circled item has been addressed. In new or existing buildings a Certificate of Compliance (Form CF-1) must be completed and imprinted on the plans if RYAC or lighting is being extended to a new conditioned space. (1-13 Manual). (3) A Certificate of Compliance (CF-1) is róquired to be imprinted on the plans for shell or speculative buildings where lighting, RVAC or other improvements will be made by the tenants. (Manual 1-13) J4 Multiple Certificates of Compliance (CT- 1) are required to be imprinted on the plans for speculative pr shell buildings, where the final occupancy is not known at the time of the original building permit. The multiple CF-1 documents should address the potential uses, i.e. office, retail sales, etc., and should apply the appropriate standards to the specific occupancies. (Manual 1-22) The Certificate of-Compliance (CF-1), Page 1i must be signed in the lower right by the licensed person who is attesting that the design complies with the regulations. (Manual 1-14) The upper left corner of the Certificate of Compliance (CF-1), Pages 1 and 2, must show the name of the documentation author, who need, not be a licensed person. (Manual 1714) The owner of the building must sign in the appropriate place on Page 2 of Certificate of Compliance (CF-1). (Manual 1-14) 6D The design entities (electrical, etc.), must sign in the appropriate space on Page 2 of Certificate of Compliance (CF- 1). (Manual 5-4) (3) Note 'on the plans, near the imprinted Certificate of Compliance (CF-1), "A separate copy of the Certificate of Compliance (CF-1) has been retained by the owner and will be made available to future owners or future tenants." (Manual 5-4) (ED Note on the plans, near the imprinted Certificate of Compliance(CF-i), "At the time of permit issuance, the permittee will provide an approved copy of the Certificate of Compliance (CF-1) to the jurisdiction", for filing. (UBC Section 302 (a) 7). If a Certificate of Compliance (CF-1) was previously prepared for this entire building, or for improvements or alterations in this building, provide a copy of the approved Certificate of Compliance (CF-1). (Manual 5-4) The building is a mixed use building and a Certificate of Compliance (CF-1) must be prepared for each use unless the subordinate occupancies total less than - 1,OQO S.F. and are less than 10 of the total conditioned floor area. (Manual 1-22) (jj) On CF-1, Line 1, show the occupancy type, i.e. lowrise office. () On CF-1, Line 2, show the occupancy group 3-2. () On CF-1, Line 3, show the package selected, i.e. A, B, C, D, E or Performance Approach. On CF-1, Line 4, show the conditioned floor area being addressed by the documentation. On CF-1, Line 5, show the proposed or existing total resistance (Rt) for the roof. If different types of roof, complete CF-2. Complete a CF-3 if only one roof type. On CF-1, Line 6, show the minimum allowed total resistance (R,) for the roof taken from the package you selected. On CF-1, Line 7, show the proposed or existing total resistance (Rt) for exposed floors or—,soffits separating conditioned space from non-conditioned space, using Form CF-2. Provide a Form CF-3. (Slab-on-grade floors are. not considered to be floors for this item.) On CF-1, Line 8, show the minimum allowed total resistance CR,) for the floor taken from the package you selected. (:O~B-20 CT-i, Line 9, if there are different types of walls, show the proposed or existing average total resistance (Rt), using CF-2. If only one wall type, only - CF-3 need be completed. - On CF-1, Line 10, complete CF-2 if all opaque walls and - doors have the same heat capacity, generally a Heat Capacity less than four. If there are multiple walls having different heat capacities, this may be left blank. On CF-1, Line 11, show the minimum required total resistance (R.,) for opaque walls and doors. XE multiple walls, having different Heat Capacities are proposed, show the area weighted average using CF-2. On CF-1, Line 12, show the total exterior wall. area for the entire building or that portion covered by the new standards. The exterior will area should include opaque walls, doors and windows between the floor and the bottom of the floor, or roof, above, that separate conditioned space from non- conditioned space. Provide a CF-2. On CF-1, Line 13, show the total glazing in walls separating conditioned space from non-conditioned space. Provide a CF-2. 11e_,s,1,4,Jla,4e_ cø) ,''o a / Erd //OCiJ OA,4c )7'iL47,.0 A 14'/ on CF-1, Line 14, show the percent of exterior wall, between conditioned and non-conditioned space, that is glazed, i.e. Line 13 divided by Line 12 times 100. (go On CF-1, Line 15, show the average shading coefficient for all glazing, supported by a CF-I. If only one type of glazing, no calculation is necessary just enter the shading coefficient for the glazing. On CF-1, Line 16, enter the allowed percent of glazing, for the selected package, based on the average shading coefficient shown on Line 15 • This entry should be greater than the Line 14 entry. On CF-1, Lines 17 through 21 should be left blank for lowrise office buildings. On CF-1, Lines 22 through 29, enter the proposed area of skylights and the allowed area per the package selected. If more than S skylights attach a separate sheet. -APOV - , .A4)E £r4i 7 , - o4ugs /.'J S d i'-i -; 7r 2' 2-S3V31 '9 Dates soi-%i Jurisdiction Cir., OF RLPA Prepared.bys. VALUATION AND PLAN CHECK FEE D Bldg. Dept. D Esgi]. - PLAN CHECK NO. BUILDING ADDRESS -- Roo.tx Sr APPLICANT/CONTACT Ft. Rovcs PHONE NO. (.t 4- 'arA BUILDING OCCUPANCY ?-'Z/e. I DESIGNER PHONE____________ TYPE OF CONSTRUCTION =-N3 5PP- CONTRACTOR PHONE___________ LiE.Oo BUILDING PORTION • BUILDING AREA VALUATION MULTIPLIER VALUE OFF%C 790 FT' 4'7.00 %7io isc. 504F FT _41p Iz 157)Its I FLj PARle.)P,3( 5II 21.00 107)415 (Doe I'Jo IIJC..WDE. 20c ci-2- o Air ConditioninE . -__Commercial •@ Residential Res. or Comm. Fire Sprinklers II° Total Value Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) OHandicapped Regulations (Fee x 1.065) Buildirid Permit Fee g S24to. ° Plan Check Fee S $ 146. 22 CO 11 lIEN TS: E.CIL- 8/4/82 Date aio-q-7 Jurisdiction c.ry o C&L5eAp Prepared bys -13 Bldg. Depte VALUATION AND PLAN CHECK FEE - .---._ 0 Esgil -...- PLAN CHECK NO. _7-O'1 BUILDING ADDRESS - -Z955S Rooe,JL:r 5r. APPLICANT/CONTACT R. o'i. PHONE NP.(o1 BUILDING OCCUPANCY OCCUPANCY - B2. 1 e-i DESIGNER PHONE:____.'' TYPE OF CONSTRUCTION -øJ 5pm, 'CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE CARPORr I zoo r 11.00 rzoo. Air Conditionine Commercial Residential Res. or Comm. Fire Sprinklers tZQO @ 1q00 Total Value Fee Adjusted To Reflect DEriergy Regulations (Fee x 1.1) OHandicapped Regulations (Fee x 1.065) Building Permit Fee $' SI toe. 01 Plan Check Fee $ 05. ° C 0 H HE N TS: • Ec.i L 8/4/82 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 TELEPHONE (619) 438-1161 Q.itp at (ECarIbab COMMUNITY DEVELOPMENT January 22, 1988 Robert J Royce, AlA 2956 Roosevelt St Suite 3 Carlsbad, Calif 92008 PLAN CHECK 87-509 2558 ROOSEVELT STREET You have requested permission to eliminate the garage ventilating system for the subject office building. As provided in Section 705 of the Uniform Building Code, I will waive this requirement. The garage is open completely on the north, east and south elevations and substantially on the west elevation. According to the calculations you submitted there is adequate venti- lation. Please make a prominent note on the original tracings that will.appear on the final sets of plans that the openings shown on the approved plans will not be covered by any architectural device such as a screen MARTIN ORENYAK, BUILDING OFFICIAL xc: Tony Mata Mike Smith Eugene Meier 4 ROBERT J. ROYCE A.I.A. 2956 Roosevelt St. Suite 3 CARLSBAD, CA 92008 (619) 4346259 I - Jill MAJ znr ©F MARSOM M&L N2 0514 FINE FINE WE ARE SENDING YOU 0 Attached 0 Under separate cover via the following items: Shop drawings 0 Prints )'Plans 0 Samples 0 Specifications Copy of letter 0 Change order 2f DESCRIPTION i_ SUEZ FINE ME 0001001 FINE NINE FINE NINE FINE THESE ARE TRANSMITTED as checked below: For approval 0 Approved as submitted For your use 0 Approved as noted As requested 0 Returned for corrections For review and comment 0 FOR BIDS DUE 19 REMARKS Resubmit copies for approval Submit copies for distribution 0 Return corrected prints 0 PRINTS RETURNED AFTER LOAN TO US COPYTO___________________________________________ - SIGNED:___________________________________ PROM= 24O.2 It enclosures are not as noted, kindly notify us at once. Jp zi( a. t-WH -'.4411, rit.1I I i: IA AtL1 - I - - ------ - I I Ii iJg4 ilj - - I - I ' O14_ -= 60 45OOfrZ _______ ' X . - _ N 11LflCt$ 2_1t/n to t C -W4)1 OH 4bi-Sr- o -cQmn c1______ & 44i_c/ ____ 4Thf.i '_E/Iv IJb4 CR1 L 4+ /rrn}1 60 I • _ :_ HI N tfli1LJ_I__ .ccrcg, L-T CITY OF CARLSBAD PLAN CHECK NO. 87-509 NOVEMBER 25, 1987 The maximum lighting in any one SCM zone is 1.5 watts per square foot. The trade of calculation on CF-5A is not permitted with performance approach (the correct way to trade lighting in the service area with tenant office is to input the correct lighting level for each HVAC zone. Detail outside air ducts of supply and return air duct from outside to HVAC zones. MECHANICAL Provide details of supply and return air duct to and from the corridor to HVAC units. Show how outside air is provided to all office spaces or show supply and return air ducts from HVAC unit locations to HVAC zones. A of garag ventilation tem. 4. 4--L(--- If you have any questions, please contact Gene Meier of Esgil Corporation at (619) 560-1468. Thank you. NZ 4-1 0101 low im I D D V V V V V V > > > 2r ff Ef' El ENGINEERING CHECKLIST Date: 9-28---07 Plan Check No. 87-50, Project Address: 266-8 ,eVa-7 5r Project Name:f3TA1 c,*-r Field Check Date: By: PERMITS REQUIRED LEGEND. Item Complete Item Incomplete - Needs Your Action 1,2,3 Number in circle indicates plancheck number that deficiency was identified LEGAL REQUIREMENTS Site Plan Provide a fully dimensioned site plan-drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines,, existing and proposed slopes, driveway and percent (%) grade and drainage patterns. C Provide legal description of property. k. Provide assessor's parcel number. Grading 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6. Grading plans in plan check PE 7. Need the following completed prior to building permit issuance: Grading plans signed. - Grading permit issued. Grading completed. Certification letter and compaction reports submitted. Grading inspected and permit signed off by City Inspector. 8. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc). 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. REMARKS FEES REQUIRED Cl 10. Park-in-Lieu fees required. Quadrant:.- , Fee Per Unit: , Total Fee:_____ 0 11.. Traffic impact fee required. Aa Fee Per Unit: , Total Fee: /77(9O o 12. Bridge and Thoroughfare fee required. Fee Per Unit: -, Total Fee: - O 13. Public facilities fee required. O 14. Facilities management fee required. Fee: 'a 'ta4.O .flt4 1 D 15. Additional EDU's required: 4Y& 3,C) Sewer connection fee: Sewer permit no. 31L13 El 16. Sewer lateral required: 0. K. to Date: If you have any questions about any of the above items identified on this plan check, pleesr-caiI Ihe Development Processing Department at 438-1161. PLANNING CHECKLIST 10 V Plan Check No. 87-5-09 Address 2558 Rcxv&.r 5r . . Type of Project and Use cFFCi 13upcq Zone V R Use Allowed? YES X NO ei m Setback: Front 01< Side OK Rear OK MW MW Facilities Management Zone I School District: San Dieguito Encinitas Carlsbad __ San Marcos YES NO Type RP-z3 tJF,6A-rA% Otcuz4T70") YES NO I'm PA 3ñ)'/7 YE X 'NO 1 V-2-- 3 / e,-j Discretionary Action Required Environmental Required Landscape Plan Required Comments Coastal Permit Required / &,~Ii-Fh niTv or- Additional Comments / f. YES NO Wy fLi P&Z Oiiiiv I4A$. — __ DATE 0/2-90/26 1S• 2560 ORION WAY CARLSBAD, CA 92008 TELEPHONE (619) 931-2121 Citp of Car1bab FIRE DEPARTMENT PLAN CHECK REPORT PAGE 1 OF..4 I APPROVED / DISAPPROVED PLAN CHECK# PROJECT _JTt Y't M V á)A/Q1 ADDRESS 2 P oEvLr Y ARCHITECT .. Rowr ADDRESS ___ PHONE 131 LI —/..2s5? OWNER iis:)'j7 ..mie. ADDRESS (A1?Ls &41) PHONE L1 —17 Z OCCUPANCY CONST. Y "J TOTAL SQ. FT. ___________ STORIES - 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: - 4. Permits are required for the Installation of all f Ire protection systems (S)iiWile)j stand pipes, dry chemical, halon, 'i1rkI COa, alarms, hydrants). Plan must be approved by the fire department i5lrto installation. — 5. The business owner shall complete a building Information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT S. The following fire protection systems are required: Automatic fire sprinklers (Design Criteria: f? /L/F--(-34 I ll Dry Chemical, Haion, CO (Location: - .JF)Pc!" -@.. Stand Pipes (Type: I. Fire Alarm (Type/Location: 7. Fire Extinguisher Requirements: One 2A rated ABC extinguisher for each 17tE1sq. ft. or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel, "gl,An extinguisher with a mlnimum,ratlng o _____ 4?~I I,)(L tobe located: CA( I TI rt! 0 Other: __. 8. Additional fire hydrant(s) shall be provided EXITS . Exit doors shall be openable from the Inside without the use of a key or any special knowledge or effort. 10. A sign stating "This door to remain unlocked during business hours" shall be placed above the main exit and doors WAJJ 47i/ #iA j ;iT&.L. Dcf1fi &.q3 ...)~.... ii. EXIT signs (6" x '4" letters) shah be placed over all required exits and directional signs located as necessary to clearly Indicate the location of exit doors. GENERAL 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 plied 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. Additional Requirements. . oyc A.I.A. i11 L 7 SM 3 (,1c'L.c?AJ 1e'#i/L, c7;O 9 L131-( 2.65/ Comply with regulations on attached sheet(s). Plan Examiner Data 7 Report mailed to architect _______ Met with Attach to Plans F .4J; C1ui1 Ce~42T OJ M1-I. (e) )T( r 0-0 fr I t 1 -15,'F1 FE AX Vi,1 Mi -, P4hIQ- M9.4- -tP/wFc: rrPoL- '12 2 . ALNA45=rHEr _ _________ 1i4 5.H1 ALI ,1kJTk N &S. ___ a--fir- D A i 4•___ , - A A . - j . Y-.n I x L7- . •• ot%q w wnwxri4. -. • • __ _____ ________________________ -- - ----' -- •- • • • 417- P2s o 4 4M 4-c)( flkE/m 27i4_h1 - aJ10I4. ___ V. 40A SE 2-C ':*O 4+/rrnv = T_7,O Er M, JctUfoN_ ANA- Lt1tII L.if'fl cp- OF S oor? 4 -- PROJECT <tt Pl? Y702. JOB D-1 REV. SHEE JACK N. SPAR LING ." STRUCTURAL ENGINEER CARLSBAD, CA. 92008 8' V/o// o,, E i/ Y3910• 11c7 V / I3eA 17 410rlz J- Sbars St1ced QE V-ir# 5j."cc = 25e9P •225/ 4&32 ' 2-5 Côfl7 cjMerneirte block- IV t.,O'f1 /Ol 2 irte 2:-• ç' Cs-ij4,J '-of: I deep I btc-'r L4'1e,// - kr' 1 : 3 0 ff AP- _4..5225 -I- 3 27/ 1 Vocie1c53. ; 22535 -Pye:r le Wart/i - 7 f7L., - iao £', J.3-3 -100 333 2.,33 78o 1413 2 2 /'0 /240 ok- /t', i333c?' DATAPaINT N56700 ° k . ------- - Of - Y702 A.''JA6KKX SPARLING PROJECT JOB J ;; STR;UURAL ENGINEER: CAR LSBAD, CA 92008 ri REV. S H E E 0 n 1v,-. 4e ,4t 72 "80 LI 'fl'i I Dss+ -o- edje. c'f /3.73 •: . I Ar o/ .3 / 7/ Ldci+_ '- 1,71 o k- • . • .1•. /,/• 1690 2,o ' ak DATAPRIP4T N56780 /. Wide-' U . • -. 5 Wa/i 74 590 p7L z,5/5c 375 ' 125 /.83t /00 •c.•• ./8 "/57 /80 = 4-70• =z0 / 730'/ = 7/14-S p - 2.45 <Z.S O16I ce11,. 44 c. Lc/ = Thc/ 0ç ~1-j. -ze e q 6ed7 #/i19 3 -. 53: 1. c01/ 2-err 2- - 3ac JACK N. SPAR LING ''STRUCTURAL ENGINEER 'CARLSBAD, CA. 92008 PROJECT #ny co a.-/ Y707_ JOB 12-18 SHEET 6' WI.,! O -7 4c?r?L 17 coZt,.Pz. I ,c'' M'~ /rl -• I a/Le,,~aie )i-ecdjoe#ih "(W' e5 0 L I e- CeC7sJ I,4L'a•7 Vj1,,A/ ri : I I C,,iheJ 77 I A4o4=z7 -..1 1/ .. DA1APINT NS67O • . RoA'1-7' J ieoyc ,4 1/4 ,4r,4,74ec1' C.r,,-kad E;1P4 /p, cJex 2ao1 2flc/ g/00, PcC.4p) cz'' iL,a#, L La's i4.-7 7'c..4-'7. 5-1 73i C-Itc C/i, D-I5 L-/ to E-/3 JACK N. SPARLING PROJECT 2558 ,Qoezccv17' 7' STRUCTURAL ENGINEER . CARLSBAD, CA. 9200$ y707- 10 a A - ! SHEET -J Ti'I Joist As z. 2. Ale - 34- 01 c/OO,,Q R1 j -77 (s&) '4'• 3 , Jf 2 . I I- . 2. I I, .1-;- 2. 41,.cc 2 = LI_ . - ! ;\ 4p ( fc. I 1 S468A I , ,Iii,r' j t p. 3 0 I \rL irii *1 \4 'OcfY$J /1-5-87 23 /' S'N#izproI ':: F7 47 5htb TMI J0 C/SI C-. 'Par' 1-o P4. L-L (blo DATAPRtNT N56780 8.1 1a' DL JACK N. SPARLING PROJECT JOB STRUCTURAL ENGINEER CARLSBAD, CA. 92008 SHEET GL 7-. bc/i1 _) 2" ii :54x! 14Jt '-p-- P,er !4'/ - / . I -9/1F-3-' 7A 5- DATAPRINT I15678O I. JACK N. SPAR LING STRUCTURAL ENGINEER CARLSBAD, CA. 92008 PROJECT \/702 JOB c- /o SHEET rialls c. 'f-'oc_ 2"1F/ L'u'r " "JR :• 5i /5 cL - ic' ( L.J to Fe- rl Are 4 / 4 be - (i C7',- (1J4.fi) I€ ,A/,/,"97 i,3.• c::; L 8 It loC 4c) DD u/I la*Ii -/ /5c;;-5 5/5CLi A DATAPRINT N56780 5' li-2 SECT /4.00_ 111 -/1 k 3.qtr . C-j48 44 • P0i fcc 3J-4 L 33 16 2 /3. LJJ JACK N. SPARLING PROJECT V 70 —j STRUCTURAL ENGINEER I JOB I - CAR LSBAD, CA. 92008 . 8' * 11 - - R E V . SHEET lk +...-............ 40"IL -met I oop IL4ZA -_ - 1. I V.1 i4 t'- ............ f LV/Z cL' . •N. '-S Ilk•• S-S DATAPRINT JACK N. SPAR LING STRUCTURAL ENGINEER CARLSBAD, CA. 92008 PROJECT Br" )' 702- 10 9 C-/2 SHEET - /ZA d' W.eñ Wr// 24' Ale. We/f 07C . 2 iJ4l M1ö€c/ .5 DL /06 2 _7 4 DL /0c 3 'O 712 , ,4f, 44 Y5o 2 S = 9?rc 7&''z GL3 ri 0 -4-13 5-40 7ji tj6zso .57° JZ a We34 7/20 (c-/zA) L C-3c } zqo,qsseo At - - 4-sic' — #810 . 21 C 'V I, GLI5 .,3,X2/ v at e am e ,v or )c DATAPRINY N56780 JACK N. SPARLING PROJECT JOB ..-. J . STRUCTURAL ENGINEER CARLSBAD, CA. 92008 REV. SHEET C- 13A ,'/€ de.- — C / z3 Ccn 7f0 (ciz) it4 •' 8Z •" /56 20 / - .5 = 78 i - 6L B 3 x 13 y 4L.3 '/2' 6L8 32/ 4-4 2- L!j5zJ37 •5r-r iL /-tHU 5/zs"/3'4- 7 go ea /• 2I/9 44.0 S1,ec-J" /5 1 - 4_4*' 27Q'/O9e li'S öio 7810 J'oo C / 1.17/0 DATAPINT N56780 r SHEET Y- 702. JOB PROJECT JACK N. SPAR LING STRUCTURAL ENGINEER CARLSBAD, CA. 92008 6L a fla;! iC)'J7),/1 (4oc.. 4x5p/ro,d g/ 114, iric.epf Whey-p &rSt ,Vat/-Ji' ca i,.Q dc.4"Qc 3 (3 JC CQ7Sc14r7d Js 4-4 -, 4t,,,-'w9/1 - .c.ie.,S Cl2- X 78/a /zoo ,4 , P-,,, Z' /=1 / DATAPRINT N56780 co 3 c;L 3. & '(702. JACK N. SPARLING PROJECT JOB STRUCTURAL ENGINEER. CAR LSBAD, CA. 92008 REV. Co - /5 SHEET /54 . CO3 2.9c 2.8 / 80 255 k 2 /24,Ooo 14 11 v S '3 140 I C/ 7 cisS C Ld 55k 75 /•' /2" 550oo m. 4o4-' =.0 7 67 Z4 000) QATAPRINY N56780 . .• . C0' 4-7oo l35A 2- PROJECT JACK N. SPARLING Y 7021B STRUCTURAL ENGINEER CARLSBAD, CA. 92008 REV. SHEET C0! I-c Zd 35k Cal 7S 53 , 365oo 70 41 i . 07,;e 1 37o - i tO• / .2- . 000 - DATAPRINY N56780 S 1 ,102' V L.. 41 bove1I '4.8abo'ij.o II- 14.3 At 77.4. Tot'/ 95.7 ' __o_•.I . 1• 1,Ik_ . - ____-. —'1-- - '"—cpI4yp 3YCJpg IQ kj I TI 1' .. . . ) . •1 • ..• . . - 1 - ) NSA 50 ,,fl>i8.3 EIA4(71: 75W PQ NJ 1 H. •74 ___ f5A.50 Ii i Lf 6: HSA5c, :'N -. . . . ... . •. .1 cj .I . L .. . . . , 4419 o e 1 .3 1 4- I• . t3/ K : 117 7-57 4 toI ... 75A I / kp FQ ul 4 1 . ...•., . ;.• . I 1•• lu :..I.:;..... .-...: 70) m • . Wa// 4 •.• . . ([ SECDN' FLbOR:FRAM1N LL hbOL L/ Ar 00 oo _., I • .. .I I 1I•. ' s. _i .ii;i I: •' I i 0 0J. ,. p ____ .T ./d. r -1.1 :-T1'___.• I . _ H — 1.1 F O U N D AT IO N p —I. - (c) I SeeJ0j / - - - - JACK N. SPARLING PROJECT STRUCTURAL ENGINEER CARLSBAD, CA. 9200'j JOB V-7 REV. SHEET 01 D t i -:— T .5 hH Id tI . I ___________________________________________ 1.'__• I - - I 1D-11 -. - L _ roqi iS Ce'! /2X32 = 57/ -. Ic. 7.5k a ci'c - cd qrr 731e'k D / c:. /.'9 fr1V? • a DATAPINT N56780 JACK N. SPARLING PROJECT Y 70 STRUCTURAL ENGINEER . JOB .D5 CARLSBAD, CA. 92008 REV. SHEET F x ed 4, iqa,yi , 2 1 0 lop - L . . / +q.c' '-0 farcharf . .. . . . Mason -Y Mv 1A )70 0' 4pace _: ______ . Vert 10~rs /n 5an. ('u.N 1 . f /y/ 5(?/(ccA 1 3, J •t' - •• I .. ttip . . -- I .55'32 -- -1' T.-d - /j • 9 4. U çT-'-T__ /1 't -i tj 1z Ir _ 3L'a3z 96 .. OAYAPNIN1 N56780 JACK N. SPAR LING STRUCTURAL ENGINEER CARLSBAD, CA. 92008 PROJECT Y7o2- 10 8 UFA SHEET ... . . H- q, 5 frvr, (0- /4 Oo 311? = ( 44 Alf /41 2# : . . . J1kSIJ o.7' /6 C4J1e/ b/oc/c ;- t: 2/9 cj:"• Z7 -/ 8a It OC"ifgcj... —3. ... j L ,• = -* 5 ,$ 64 a. .1 /401,4 /i,eii /IOic-ed wT//1s.ra poi-7e/ 74-0 c 4-. L r)-J 7 ,967 / .c" .= 31 4 •, 2e.'/8 ,Z Z1-re • Zer-o /v/c22 74" /ryNeq = ,77o <444c -.1 • OATAPRIHY N56780 JACK N. SPAR LING STRUCTURAL ENGINEER CARLSBAD, CA. 92008 PROJECT /fiT ?f C4,i,iL Y 70 JOB SHEET r17/f Wa'!, CY*4rna.'y /4'.1/7 S6 .40. /O&e'l, 33 /0 6 4- 7 7/3 IS 'J,75 *7_ 2510 8w?-. A • 5,7.c . 2 vze.? 11 9 A-f __________ • • • : __ 4Lgo A'7 iv *1 ii y., ,j ,r1 ;' jO V - - 1in i?ear /2 's/a r - '.. - - '13-0 31,0 o ,- rva, :. M'e'ii', .(J;ip/. $J 7h i wed 35 2 / a c2 1 (?77 ) ,t4 7 2 Y b el 12 p J 'I .2OS. DAYAPflINT N56780 JACK N. SPARLING PROJECT Y7OL STRUCTURAL ENGINEER . (('1' CAR LSBAD, CA. 92008 SHEET chect ZJ-a 0 10 •1 4. ( 4,17 wS/ i8= Soil i' 2C25 ;3,94f '0- 2 -6 Z + j/ 41'A 1#r-) •# 27- ATAPRINT N56780 4-1 M 300 = 85° _3o, 550 • - = 2 13 0 53o' Al A L)OLI)-e 15 •5 & 2.3 C) /•• 442 4Jd' - / JACK N. SPARLING PROJECT STRUCTURAL ENGINEER CARLSBAD, CA. 92008 'cirt Y7OL JOB REV. SHEET Cal 3 /5o0 . OO( 7 .1 4£ 'I a wid, /2v/ eo/ 1Wi/i re b I i ect '-4—" For 17 a,-. it - I 96 Wall S S/il D— •r/4oc \ 4 - 3 5Oi st 7/e1ainsnj War/I 2 / 44a i'4800' ) I 3 MA boes ' '' Ver7u,i - /4-°o / 7- - s.-o At 7 bars of II a9oc7o "4,5 Wa/I e.0"83 3/00 4,8r/eW44O "2.17 7O /-A 1 04 0 2.4 o = '4 /3o -/ = .2. 7'< 4J.3 ___ ec 8- 7S L1 .?! = C '•1M = = f3 . 2 4O52"JO/2- / so Lse I DATAPRINT N56780 T yhI: ____ Jd c CATAFRINT 1.156780 -- I 2f2& /'1c J21sI' 702 JACK N. SPAR LING P ROJECT icra STRUCTURAL ENGINEER CARLSBAD, CA. 9200$ : C,,-* / REV. SHEET 1-/Z- ___ JSC 3-7o7 1 p 1f 4' Mc / ej- = # jj Soa f1 91 3 0 . 1,20 4 "/11 zf z 7 ce" ct/ev Zd' //!".t53 •_4',_ - /L c JACK N. SPAR LING STRUCTURAL ENGINEER CAR LSBAD,CA.. 92008 PROJECT Y7cz. JOB D- /4 SHEET S. 7, I '- ./ •oL• 1/ L,1a 1? J'c7c/ 2°. = f g7O s • . V z .. 1 i °• i5f7 40 If -1- '' ,,-ied,a7.• .SS" 70 . ______ fç 9I 8"vS/ beyond . 1 4 X 2f- /2 co/ 6.5 \240G'o We f'?1 I,v,, , 7 2,6 L /71 rhc 57/ac 2 -J4'?28 use I DATAPtHY N56780 5 re1I b4'7 a'Cq,,d JACK N. SPAR LING STRUCTURAL ENGINEER CARLSBAD, CA. 92008 PR .0 J E CT Y702- 10 a &i Her P77 SHEET fl iA 'E l i / /1, LI- I '1 C, S ii app lIcr, -z. Qr) ,Zc. 71 i/c, 8o Z-5 /Z G / 'e? c ,-, z 2. S,ie: rcf'1/'t7 earl'11 (S4 . Efe 4 PL A tV A C' R /N/& R .:• Wa!" NOT /t'.f7/rirJe Ho' r/ 5 CF, 3z'1 cc. hi en1ev- / I, oiJa// L VeriL .. '? 2(O" ov- f DATAPRINY N56780 JACK N. SPAR LING STRUCTURAL ENGINEER CARLSBAD, CA. 92008 PROJECT Co CA Y702 JOB S E E T - R o WJE HHIJII IAH ( - I ii ; U E-3 dMZ, .186 - 7sio £141 L/ f. /z,/•, - .78 4 .1 .3/ / qsø 34o 512/2Z /\/.5 Loads 2O 36,5c, chord 57s c .4, goo 80 28J . //,p7 el Z 2. eOØTr OATAPIMY N56780 PROJECT JACK N.SPARLING STRUCTURAL ENGINEER Art Ho CAR LSBADA. 92008 "' Y7"z JOB REV./ SHEET ray '-I I h vj r7 / a. iSo A '4 34 __ ____ w ::D _ 407 - ' w lejc /415o /00 - - 9740 0 • __ '4 Awl ___ 4,7.. ,5 9/A 34 42,5,60 N J2 Chi,-c 4- so /ri' All C,i /.e/ .i•pQ /-? —® . d.c,L,.e53 Iz58a10f C) 4.0 IPro v i elo /\LJ S7LrJ )/ • 5434- .r /4S72 'a ea 101,-il _______ Lin e 38 'Lo 4"a.. iY-5 .5hea,-. 5/5o = 2/oa (/ie P'e/r DArAPNINT N56780 - SHEET Ld7Lo E-3 140'I - = 4 5CC L-W Lch 0 Ile 318 .: Z s/-€s /38ce (aS 2.3, 150 0 JACK N. SPARLING PROJECT STRUCTURAL ENGINEER CARLSBAD, CA. 92008 * $.' ''/ D' Q1OAr' pr 2 ,, d ,- — : N SA 8 Cvc V, 31 .50 4o- 23,/5o 231 /5O' - Ir 32s-o 45 Al I— 'J'!_ - - /O,37o A Z13 - 9JfC7 ,-/A8 -a k . LJg pail 11/c R- S 40'-Tr-o - -- v--- 2o25 — 2 /OO .I/ . • c- W42 c/or/ DAY*PRINY N56780 JACK N. SPARLING STRUCTURAL ENGINEER N. CARLSBAD, CA. 9200$ PROJECT 2558 2czc'v1~ s7' -5 7' II., V7oz JOB A-! SHEET A'os-/ J Roycd A j,q ,4r ,7LeclL Cc,p'/s 6 ad" C4 I,, dex Roof 3 d F/oo 2 c(dp) LS. Lels D/ ,4op izp r of /2 357,i' 3VSp/a9 . - 2fldç70 ,_.•. 2. 2. C/a. 2 TMIJ01 4- m 'fm , Par /,t,e',2 Cf (cp.ciaI) •2 12L. 3! L-L ___ • -/'"s 2.0 12L 33 • LL 934v ,iiciii/j (Pic, par1';i/ot) / Corr,doyS flL 13tVWfr' C 0 DATAPRINT N56780 _-_ 4-/ #'1 c-is c-e D/ 7' £-/ 1'o 'E-);c) - .9',- biXl \ Alo!' . . n_t4. -L .. -ç 13 lit V 1, eps to /4 - . . ,,J. z) 140 \ j .. /8645 - WA 56 5 00, 01 - I . . X..:'\ •.:• .... •.•½! 1I1J \/4 —t 4 . - I• \. . . '. . ( :ii - '. . . ..,, ' x. .. . . - ..- CAI !. I J _ JACK N. PROJECT Y7 10 B STR'kCTURAL ENGINEER, .- 22/'8 C -, ouet Soo ARAD, C. 9200$ T" SB \._•=\\ _______ REV. . SHEET _ 7vip - - • [ 4 '1 ••..• / = '~5'Aapeei £bd b/kj /€ 33 w (4.. 1,L4 i:4 200 , I' W" d • ç C7 - C /fJ'/3 v / /1• 4' te 8 • 'SI 2. OL S 41 0 22 , 24 "o.c DATAPRINT N56780 : /(cifle, I Ill Y J700B 2 I REV. SHEET /2 'i-nev 7Oc') K N. SPAR LING PROJECT CTURAL ENGINEER JI 1I. .,i;-: ..... ..; j' 31L• L /70 280 .10 fJ 31- DATAPRINT N56780 7ô i' fff V 'S. \ L,4 Well _\_TT 5i'c •:/-; .., , . .2.4 I---- ---.------- ....- ..............-4-.--- ____ / 2,d3e 4 6 .• h.\ -.-- . 4 vs " t2oJ• \\ LJ 4-48 La/Icr a- 2 V 45 ,44A 4.15w LIe, 'hr [____•' /3/,5 _f /2.0 PI A4' c' 5 •- / 2 4r6 /2 A-44 24-O/z ' 1 V , '. - ho i7410 645 M 14-5J - z ..cee —/5S 7eTo7wl JACK N. SPAR LING -STRUCTURAL ENGINEER - CARLSBAD, CA. 9200$ A PROJECT J3t-it1'cry' COari1 Y 702. 108 A-S REV. SHEET 72: ' /<100 1C 3 le 35 10-5 D /a J6 1 4 d re'l 1310 : 310, /z. - /27 262.0 Rf7''- 12' S:Z8Lo/ f+-.54 C-30 435 ,A4,4 -'° A-4 -;P0--7 &J / 4/ 35 7073 s/ = 7Y% . E1L v /1 3.5 dJ' -I . Us & 2—c 1:1_ 5 S6,1-f ,.0çit_ Ce'1-"e, '1J/r7d-td %g/ '5 -#50 -. •5' ,oco - 2/0 - - DATAPRINT N56780 011 P):/otu w:3o DATAPRINT N56780 JACK N.SPIJ1LING PA'04ECT TRIUCTUR-AKI NGINEER / .Ij Br'7 4 )'( C'cjt~ CSPØOO8 ZOO LJ Y 7O B JA—' I I REV. I. SHEET 12 z ?2rrie, W/r7I& 3, S' I •.. I - /i713 2-2' I •\ A- e.4 -21a 3/o \ JACK N. SPARLING PROJECT 10 2. JOB 'STRUCTURAL ENGINEER Br, tia ri CARLSBAD, CA. 92008 REV. A— 7A - /8o 'Pt) I -r 44r 3JO sJ /5ff) 35o /70 35O 28 SHEET 2/ -5 ,474 3.0 1-7o lf,251 12 5, 580 ' 5 70 '4,3 2440 8•zr . 22c/,8 = 490 • =640 • 113 • 713e are z-z DATAPRINY N56780 JACK N. SPARLING PROJECT STRUCTURAL ENGINEER CARLSBAD, CA. 92008 Y7oz JOB A-8 SHEET A- SA T71, 6 00 D,L 88o ç/' V, Wa 1/ ... 75 7 ,Qoo( 35 77 12' 75 -. -4 4d/c7 d - 5/v "2 ?L'34,5 44 J" /.J-fr Y/ Qc .. oiler oo D kec/ Jo,fr C,,7'- .Sflnr / 53o Jo it Xpaevn A- ?: .s?g 4i4 " 5 t. 233/i:I/8c 7ov4.4 4..O 3S /,cs 2070 12.6 333•1 3g__ - oeo1,7, 6 D jide 14. I8.f 3 2.006.3O 0 94 '4v'' 12.. .1 1 ?.: 7 q ,j j 17, 3 / Z 50 I T - 11 3 c. 3•& pl'L/s J4?/J3' 530 Z 70 DL DATAPRINY N56780 35 - 20-3 o 3oIe 440 44-o _3 A-qc YI'esl riI• S'o ej 3450 3a 200 rasQ 630 ' 7.:5 £5 l 4.5 1 t 3z0 3ZO I 9 2s 7/.Rc i 1 82.0 Li 434 37o 2.5"- /0' - . 1- 2190 44D 331J• -- 44o 2430 A 71 £Q51 S,/e N0 Ehd 740 /1c I 2. - JACK N. SPARLING - STRUCTURAL ENGINEER CAR LSBAD, CA. 92008 PROJECT 23 r- / 7Vcrr7 Y?oz- JOB SHEET /- 9M E' s' d. 5 q4o 2 o' =41 ° i I 6' 8.31 3~-J '3°Thzp I 4Z I 2.3.c. J—_13,43 8.33.?41±8o 23 L 10 .- 33O 3t70 p/US 34%i 440 ff77o .. _A 13 Ve 71 Side ,A/o e,, c/ io /30 iO 2d ZGE 63o 200 Ap j!_3 4.?"f •5 1 1 '#4 4.4• ool v235 Js7i0 3LC I23.5.1 32.o I . See A-13c::- _6y- /.25 81 ar 2— se e.t4 14-4 Zv c c'? —wail-10-6 w 25,a = 35 -it ,-00 25'-/O"± 1 70 1' Low R 00 (I 5 ::,,-- .h 5o " P4p? V19/'/ DATAPRIHY N56780 JACK N. SPAR LING STRUCTURAL ENGINEER - CARLSBAD, CA. 92008 PROJECT 7c72. JOB SHEET sr /73 /W /04o 7.3 . Li 357!7_ /7f 'zt.__4Lf lei . 690 357 .A /O B 52 ' 34 4•/! A-8 2 ----------- 4.13 -/0,4 4j4, $1 101 it 46 3z Lz I Z35"9:2.7430 ..JLo1.9c )O13 la /2 35 = JZ.L • . ,7L_ •' . do, 9.o 91, 4,z . . 8..V b.7 . _±__5 .Z 7 . 4; /3 )C /7.5 M .7j 3 94-. /5.5 /4• . /3, E 'c54' 9 7 2.E '2.. .- - 2.3c'4— /7z-5J/&4 DATAPRINT N56780 i r: JACK N. SPAR LING -STRUCTURAL ENGINEER CARLSBAD, CA. 92008 PROJECT c, ('ocrl / 7 JOB A ,i REV. SHEET - 108 C;:' r1 :;/ ..3r/M ,/h3 tIs.. 21 /.27 W'2L . (5• ed h1A2 aje C7 --- L ' /tIII 5/'' \o'..•t%" wzi z. 2 pIio Cnip/ee per / ._9P700 Ve we X/S / 'V IN cje 7; 0 raI1ev . N> ii A W /2 A- SIB 2- 4 -Lo Ale Fl ______.,f ' ;...____ 1L 24- a-7( ) I '& 2"4 71 ( 7 cdc,T. IA) DATAPRINT N56780 Y2'9 L J 41111 ..cide 2- JACK N.SPARLING STRUCTURAL ENGINEER CARLSBAD, CA. 92008 PROJECT 5,-1 IVO ny Y 7,v2- JOB ,4- IZ REV. SHEET rafters 9c/t,,'•G /"icC. I, to le £I1 2X4 he//sC 24 c (Or 3EC7 A 34 cL \ -. Ed1 'a e'Red o/, d Le v/ 54 bo/s 4q'cc CcI,it9rS,,1L J oij7'• IQ,-Jer Sol, d .'/k5 — W 2/ Z ,8,.nB,' /cr /" - DATAPINT N56780 cp & c24' ea. Con4,-r,,,I z4- CC . A- /3' C A /2 8 . p - ,- L d'S V73c7o173 7,7/0 - 8t /7.3 2- (42oi'2o#4o) = = t25o /4''5 to, 180 7'o 3 1801 .Oo4. /2S:9 L8 3K /8 /0 /F? ee 71LI JACK N. SPARLING PROJECT V7oz .. /3 'STRUCTURAL ENGINEER 5-v ?7 eo JOB A CARLSBAD, CA. 92008 REV. SHEET /1/3A 5' 4-8c i,p- us 34Jt// 2 iT 4/4ox/2, -54-00 ;7O Jc 5J0 2- - 3570 00 207axa,2 25 / 1 - 746 3c /J 7 /03 "v- 37/2 ' /Z 4-i' .= 4 9 2 307 ,0 - (( s.i 910 ___- =. 4-7 170 22 q8o' DATAPRINI N56780 4. ,,- JACK N. SPARUNG STRUCTURAL ENGINEER CAR LSBAD,'CA. 92008 PROJECT 08 - i1r'-7y Cc cw Y702 JOB REV. SHEET 38,cf8o - 7/3 2/70 3Q9c /5 - ,'32O) 504-0 62o 2070 /7//0 Z7O 'h J 8Z S'3 . 14-146 ?C ,4- 2o'1/8 34e1 = Z370 70 .30 3o i.o . 4J0 - 7o3 2.5 = 1 74o 6zo 7i -i/Z70 / 5400 L E3 'p.. /5 79 3 DATAPUNT N56780 DL J' JACK N. SPARLING PROJECT JOB STRUCTURAL ENGINEER c7' CARLSBAD, CA. 92008 REV. SHEET - A- /5 4 éd•9e h1P77b , co. 30 Zoo '-' 240 23f 34 *'J4, • I /M,0 25_Q 14-30 pp 9 0 _ i/se 4/2. e/r' 2'/0C .94 ".0-47 '222,c A-15c j',,si /oS'LJi ZS 2So 100 17 1 8zs- 1. 2.5" 1 //2O 1 3o -/5D CQn/,/e'e L,.- - 1.) 9200 pJ P P La' 4-6 D OOO "3 , = 50e - gr/p2 29 1-" P c8 x 2? /4? 7o .4_ 'r irti pij Ioii'i 3 COO X 7,5w 4.5000 ,11: 72 0Ok'f coo 400e'4. '• /oO /CC,boo = 70 DA?APRINT N56780 o k. 7 /.o - JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD, CA. 92008 PROJECT cou(-.--t- Y7oz JOB REV. SHEET A/5D 651Y77c/ ,4- ?5/Lc2 5= 75io = 323rn 2o' Ii -5 Vzz /i'e Ccl '& M 'cc75— 4.5Ooc 3Qf4pc). /: 12, 1190 • tJse 6 4x/8 9r7 ;;-;771 sr c.qo u A-&C -*47 Th1' U 7'7 f''0 /1J) oeL7/a -759 -7; f'/ zi A-/4A _____ A- sc 43~ A13.8 470# 42/0 3YSLB .•• 4 L IS / + L53-7 : • / \ -- • • kc'. $v 0"6L.5 716 - ' 17 CQt 602 (i ' ie 61.6 c" / 1 I I • /oei DATAPRINT N567eO • d4 / c )• . Y702— L'-1 B-?A : 5f •3 .• - Nj87 • .k 4t 43-i1'_. F • L Li'13,sDL OQ Pq If 23,6 __ ___ -----•-- . _____ 13 '- 1, . . • .•... . . ;.: 0_ 2 ' oe Lp 1741 Li IN qr 3 Sru . 3 .5 £4/S ttid.; •. ,. •. •1 . . .. . . '. 'l. •. .'•- I CV . - . .L .••'• . R-. —. 1' ol ol IXi. !. •'4 •q •• I H . •• . Z..7. \"/rO •• . . .. ___ ______ I 9 7A W z.7 ' I .•... • . • . . .•- / . . . (# W4'// -y / _______ QQ FA~J . . .• I . . . JACK N. SPARLING I PROJECT STRUCTURAL ENGINEER I CARLSBAD, CA. 92008 coir-7' Y7oz I JOB REV. SHEET ROO .x / 6 4J ,• of L 73' i'c)5 cLB I 5ea,'e / / DATAPINT N56780 I le 2S1id.. SECT A /)e7 A/ //foe 7o/,. zr- I .. / Co/ JACK N. SPARLING PROJECT . y702 STRUCTURAL ENGINEER . JOB CARLSBAD, CA. 92008 REV. SHEET 4- /9 A h --7 e (27 23 O W2 i—zoo..4-000 W..: 5 OL /8o b.4 D1.: 33Jo 0 _______ 77 •Pi -8 4/o tU13 5o9 A- 3710 pi. __________ B7o = l4,8Sc 2. Z?'- OOc SBSÔ OOO 109 3 2 c7c q 17.* Cr4 cc! /7,feo C•' e,f Di. 14. )' 7 ,0 70 7zee seijh, 400 4. = / 0O 2OOO2 VL 4rOO /f '2i 240 V= /37O 6 '/''o2.55 3DL#LLi4 / /4/7 .27o S= 283 ,, 4-15A I4-O ..=4-01, 2 Ap AC 141f85O'45 2,3 2 0 . Pi 70-jq= p33o-7 i2,37° 2S 4~S=37' 07 I' 21 L,t,,dlLh oi &30 Ld 64v 1O 0 x d— .ô L/'o 7 co d= //.7'. DATAPRINT N56780 JACK N. SPARLING STRUCTURAL ENGINEER PROJECT - pi77'd#2 ('CC/F'? Y7oz. JOB 4 CAR LSBAD, CA. 92008 REV. SHEET Area -4 /3 :44zY. LL —ç Ti. ,Ts..--;2: , .3••••-;i: ,Aqf4 JA -oA . 3 20 !:' i'7 At 31-ill 10 ,4'/... /49 X24,4.' 54 - 2 6 4/6 = - 547 /54 .5 . - = •/o.; 94 /F1 - . ,JSt' ill 2 /a' jr -. _J 7•J. I / -I- '- DATAPRINT N56780 JACKN.SPARLING PROJECT Y 74 a , JOB -STRUCTURAL ENGINEER CAR LSBAD, CA. 92008 - - REV. 8 24 Jc, H0 $5o_ (o% 4L) d 'o— id/ft ( -k, -t - 13 ?o T JO/J7' Ce,,/4 (50%14L) 'I, / 7o r— L// f J17Jt _F Cf Ad j c2 c ev7 1L0 'E-1c olem 040e Po Aa , p /24 ol 'I /3t34— -2D /r,,nt of e/eva,op- I 12'5' /2' Cc A/0 - 34? DATAPRINT N56780 aC 12.20 L L R. SHEET JACK N. SPARLING PROJECT Y7,02- 'STRUCTURAL ENGINEER 'r,h'a,', JOB CAR LSBAD, CA. 92008 SHEET - 3e 5oWsrQ I , 20-4" '8JIô 440 L2o.3= l- LIO 2B- 341- 4- 67 - LcJ//'/ 0/ j01- SW5t-s 81 a- /a' Uo 4d/.7c1e 'it 8I2 jOIJ7' ffl4e/c)5 So. b/)12/p ?'cwe, EQ.rt ./' e/e-1r4- 1/I .1 /740 /74q) DATAPRINT N56780 JACK N. SPAR LING STRUCTURAL ENGINEER CAR LSBAD, CA. 92008 PROJECT I '/ 7o 2. JOB 8- 4- SHEET -4 A Wer/ Wall 8_S ~95 ] 00 ( '!J 1.3 15.3. Do,."i'ep 4 4610 -- 14-58 a 4j .3 120 V L. LI 6 Dl- Zoro ,1 tp A- 1460 85 /. '3o 45 Ciev elo,1.5 27 4-0 S 'eo( 4- 3 c, 7' / /s, -31 735O ei7:. ..f7 Hip 40 4-250 1 -. ,. 10 lQo j -. - 825O of /3*/C -L No. /hccfe /1 STP$.r 1r 90' is- 2370 5?0172.D O PI,2 9S_ /7/' cL 3 £ oP- 4- lever &-Y-, 10,0k (lv2. 48I t3-4A k 2 I • 2 /9 it /S Ar D.L / _L• 39 r 5. 3 — -------•---•-f -----' L ,. 7 , "'"= /?D%f- 32,8// ';• co fc) DAYAPINT N56780 I — JACK N. SPARLING PROJECT Y7OZ STRUCTURAL ENGINEER JOB 8-s CAR LSBAD, CA. 92008 REV. SHEET . . . 32. 1 7,5 2'96 75 " 470.z ''/ W27.v74 ,,- 2.r 7/8 ( , e.s ,,•ç7L1,j, 1' . c0/c,b0 ,e k' 71 465 -23 n4 14J p2 2.Z& =.. •2i4,5 o Wo// 47c.' Z 8 / k . I Ii OA c,, . z. ,1/52 •22,1- I • 'd. • .-. ' DATAPRINT N56780 JACK N. SPARLING PROJECT ' 70 STRUCTURAL ENGINEER Cl JOBS CARLSBAD, CA. 92008 REV. SHEET 14 o('7k 83 p2.5 '1' -444E-io..g _ jv 1ro1 b001'e i LL/2/=/.o/TT 2,O/5 4rec. O'V ,o4v2I 2/?' - •.'; &.ev SO / LL=2o) loO.S8 , be ee . r)L#LL. f- 104 10.0 3] 7 8 L 7/ 15' [ J 23 4 - bz 1n( 3 .7 DATAPRIHY N56780 6 .7 ± -44 1 L. JACK N. SPARLING PROJECT STRUCTURAL ENGINEER BrIi #y CO(J/_7 JOB 8-7 CARLSBAD, CA. 92008 REV. SHEET 2J.L.o/Lp LL /0. cp d;-7 24- 4,9 141,91 k. I 2. W3 y. 94.4 271v /L3.3[.275..r .4I,39i A / 45k4L// W*// 7-f 1 - Ho/el QI O)p) w. j, Z$ 2 7 • +10 to IA w1r1l so _ - 47 ° Ali. z s S 470.. 25 27,5 '/, W27x?4 fy ,'11 I-' Mo,-ri 1t' /ef7' c7() Z?L, 0v1 /7 — / C5 35,3 /C.0 = 26. 4-0 Z50 82.50 '91 - -33$ 31.50 k.' 75 Z) 47.Z —i73a7-= 8.1 9.. DL- - DL 1-1 c//3P-t I 1' - - 3. ? k _ _________________________vs.,, &•• Are a-> 2.oIS ; .\ k ' we, ., CJ.32,8 o5o 2. 4 • °' '8-2E 7//7.Zr j20 $-3c 7/r7,4 5c N567eO • n t 152 0 JACK N. SPARLING PROJECT V'oz JOB STRUCTURAL ENGINEER CARLSBAD, CA. 92008 REV. SHEET ,I?74 iL1'-L 7/e/ /7g . L , 129 7 / 74 ,7 • - , A'dh1 A4'(DL. /()1 ., '? f./ / t73 T5 49 x6AF - 22.4- 5.z /8.i /o,5T 1 71 LA/, ii Lw'='qgb ' 6 - _ 7 43,3k ?7Oi JOac/ 127 ' f" 7WVV5 • h, 7x Z. ci@) 441 0 ( 3r-i 75 DATAPRINT N56780 JACK N. SPAR LING * . STRUCTURAL ENGINEER ARLSBAD, CA. 92008 PROJECT 5,-,iY177 • Cc1.-it JOB 8-? SKEET /8..7 JcJ p1.-. Li 2I I .'i Ab-e, So .k /Z/7 30.7 Zs.P.L z 5c%53 I r(e' •.j 04 z — — I •I - 18 rt 228 4.•4-5 2C'•3s.ga 2 /5.52_258j7 , . . .• ' 12 Mre W212 i/ ' - . 7 —/c9.7('8—/c7& .*7 / I ______ .2.v/2.72.S3_.j2:/.3J_,131J(3.•:.4 Jr j f.C7/;/S.o14.O3k: __ 46 17 ,4 ~ /4... ,' • 1070 . .2'/.27 . . I I. I-.-,'. /l 2a4 4.& 2z19 23., / 'ed L,i.., 27 . 4-2. -t8.3J 5,s'-- -;Zcf -Ce v .L... /1.60 /'74'. 2.4- ,6 1 'I. ' 1' 9 ' ?! 6'.S2..7 = Z5.72 4,55,2.7 - z. /4 a — 37.70 ç .4I..&53 /5.0K/4 .7 DATAPIHT N36780 . 5-94 - % • •) ( I 0 /3 ''1 .' .1! jo I /3 I . i,j , I 4 43 -7" JACK N. SPARLING PROJECT Y702 JOB STRUCTURAL ENGINEER B7' 3-10 CARLSBAD, CA. 92008 . . 7. REV. SHEET .. Wa/I 4) /) ZZI (be 234'-7 /0 20/ OD to- 11,7 V.L /c.3(4fo j 8 10 ^1 t7 cl r,. I •ô /y 4'.3/2,4 tø 11,5 2 / s /33.1 I cLB 5c 27 It (A io&) 1h? PL j 8' 414a -7, 9 AL . 3.9 2.7 t-8' /2,5 '.2.. ____ a.'. _____ ' P. Z- . F" 7 • /3.0 D. B- 4 A "41 - ,3 Jr 1:• DATAPNINT N56780 • fl /58' / (p)7.c77 JACK N. SPARLING - .STRUCTURAL ENGINEER CAR LSBAD, CA. 92001 PROJECT Y70z1 JOB REV. SHEET 75yi 27 L,,ie Zd' 3Q, 1700 L8 3Jx /z 8.2 5c,a;i (S- 'o'4) / c'O 0 97 = S 3 I/= • CT L8 3/ DATAPRINT N56180 I . DL. . . -I- 17 .1 '® 3.8 - 43.8abo#-,1.o• 150 Age 77.4-: 77.4. Tei'/ '? 7 II CP/rov..r,3 Vd P1 TTiL; 338 iIoi.e C-5,4 IN © 77 7Si.5ç ,. Lq : • • . .. . . . - : - r . ••i 1ç •: •- .1 • l.. •. ••. Is e 17.3 . '.:. ' ••. . II ____ ± •. .• • L _.ji_ ,i/94." • -I 3d = 'C48 W/7 cf 74e4A3/ --. L ...' / '. •. J . • / JACK N. SPARLING PROJECT Y 72. STRUCTURAL ENGINEER 5ff JOB CARLSBAD, CA. 92008 REV. i.h oe So ores: (5o L) 34-4'• 14 /420 tjo,J1- I4LQ /Oo LL:3o' ç- 25 Jo,J•f c-& jr eS 8.3 LJ/,ey 0ç,01 LL.3D C- 2 C Adj 2 c 'v LIoze /c,'p ,'- &pi R 7o /r fto,,toie/cop- I, i/Se 2 /2 & /2 1• J 1• %' 55 0 . t.Io .'- if 01 F— glow- I 4 - J42-4 ". 'i LI/ç 07'JO/!7 b- DATARINT N56780 SAC;. C. LL ( 2~.o D.(,. C-2. SHEET Y702 • JACK N. SPARLING PROJECT STRUCTURAL ENGINEER • CARLSBAD, CA. 92001 REV. SHEET 5- We.t Qret 41- 1-7-L- 1137 45o ?5 4(() 1490 /470 1, o 22 Z?t- C-J,5 Z ,iie / Z7 Lo P V *b F tt, C wall 42. 34 83 -'/ct 2o11#2? o 42 'g'S. 220rn d 2.70 (LL3.%,) y,ig L3 C-3C Z,,7e'4,2 -cr7 Ci'oD I M 3.5,ge'c' S In 2.7c 2.70 3 )4-50 C LcI29O /. = S - 5 V 22 7 /1= 6>, / - 4/2 2?f DATAPRINT N56780 JACK N. SPARLING PROJECT Y 7o2- STRUCTURAL ENGINEER JOB c- CARLSBAD, CA. 92008 LCd REV. SHEET C . / -e' Wa ll a #1 I.,4c' 21o'7 .. Ig L_ 3.7Bo 4 4 tl F 2 5o5 DL#LL. 4re 4a./7' -2 e2A C-2A I 11,1541ir4 -2- 7,0 70 °44 L L (-2 ca-) s : 23.3 tL 0'Co"1 f..L4L_L o' - 2. ".''C frf= 23.2/ = 48?.30 2i5.e243-44 i#5.8k- 12 ?. C-4& Z. c'-7A) 4-.o' (574) 8.8 -'- 7,Z5 r V i 2 2.07 1T Z9.0 1 15 31 2,o? 0 /4' '3ZJ7.. 3.8 •d. - L /7 p_cl.0 • 2ô / I 20 , ,- LiZ,5 D.L 3.3 1): 3,( IL zt~2O'3 /,3/ C-2D Jjo ,ov V C-3 C-2 /Z5o z-2O 20 "13 • /.7g 32 1 A - 7 2 j5 883 3.8 7.23 DATAPRINT N56180 JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD, CA. 92008 PROJECT I Y7c'z. I JOB I I REV. C-5 SHEET V L M 75 - 31 232. 3$ ig le 11L -LL c?/JJf7J. 111,2. p1" 19.,i•1 ,o,' of.. 72k 3• 3 9.8 13,? D.L /q4, -7—c 3V3l51 / ..0 TS v4' 'I L'rc D 2/ 7. .r 22.7 zo5J/, #L- V.a /Z/73./.Ov2i S6 o.. I I.j V\/..&j.L. if! /1/•/ / I _4p /9.2 A-46 Man-, -/Xijh/ 0g 7/ k ( rls a e) 4_, z5_• / T. — 2c.2./ ; ,. DATAPRINT N56780 JACK N. SPARLING PROJECT JOB STRUCTURAL ENGINEER ' CARLSBAD, CA. 92008 - REV. SHEET C -SA L ' c1W 0,., bove -4-1 fl . '83 30l I83 -7-;, 6f'S7,1 -;7--5 (,r3 XA 4 L ini N0 We -// - j.o 50.l I / LL 484 2/.o'- 4.4 , ?L.oi 3,4 7/ q,4 - -Ic .,-, ., C?. C. - .7' -' .- (0-. ' - ,? I .1'. 4L. 28.0 -4j. .'L_:------- k' /08o .2-2- C -.3 4" 3.9 /i 2& k-21,3 /53 DATAPRINT N56780 JACK N. SPAR LING STRUCTURAL ENGINEER CARLSBAD, CA. 92008 PROJECT (rOCA,-, 7o?- JOB C_7 SHEET / -• .5 r,,- C1 C A 4 '/ ? / A/ -L/ Cor'ne, Pier- 'Z el=7Z4 L.d 5o, Is- (TY T') L / 2.1 ..- 9i,,. --nF - :t .- I — - -H--- - .1 . f) 2-" 1/ 57:oo 2.769 A &- di'j I'c7W -e 270...I.-y'= 48o - /4.O8o ' .2 I, - (/22o) 77 L DATAPRINT N567ao JACK N. SPARLING PROJECT JOB STRUCTURALENGINEER I CARLSBAD, CA. 92008 SHEET 40 .38z f: 3 c!; 719 2 , 0 C (.. .• -S,') 2-5 . / ?4- - 19 1,14 iI,m 7b/. k d .J56 /J 7? Z354 • I- .?f 4. - - 7oo22 - 285 - - a - 7 • 4 ... '/3'. 42-85 ./s - • 2o -• • 40 - , .c$44 DATAPRINT • N56780 . . . ... . . . -. I_. ...j . •I .. .L_ -_j . I L .. •° ::'I ;-. .. ai t)L#LL 9'5 7. o ' 41.4- N'/Q 4z, o.J ,TT9,o Yo7O /07. /2 / DL #z_) /07 - 79/ 7qq JACK N. SPAR LING STRUCTURAL ENGINEER CARLSBAD, CA. 92008 PROJECT .8,' 7Y'i7 (pr, 'i Tt• /7 "nz .. JOB SHEET P 24 c lo 755 V-'--- Z7e_ o" 110 17,0 7 L o I - f//4i/-I: 53.6.3= 2oO ,7oio?; 4 f.4 PLLL t. '. 2.67 20- 7e.7 be ,o p,z2?r2o tO7 k - ?, < 9. Gp ic- 14 0 -' k • 2,t - /V?P Vie7/' ILI 08 • - 13e ,5 Y7 20 128*i= , 4.q 5 ,7 DATAPRINT N56780 .B_ /2,J A i172O 167 o -ir JACK N. SPARLING PROJECT STRUCTURAL ENGINEER 'cj '."1 CARLSBAD, CA. 92008 Y7v1 JOB REV. SHEET DATAPRINT N567eO F7LS; U" L7..t) cr(7'i PL1LL 5,7 22L=4/,4 7;?';,, M LL 541 Jr 7 J 7 547 95.7 2-4 7 - = Z3'o l4s 007c7/Zi2. 2, 7 2.C7• /5 5 .7 /5i• 2 . /20. 3 JACK N. SPAR LING STRUCTURAL ENGINEER CARLSBAD, CA. 92008 PROJECT cow,-7' )' 7c JOB SHEET r (2~D -(t) .4 A -, C(D LL /2O,3" F 7 __ 235a, ,33 85o 58o fir 061 .. 54zP, A' 5s3 54ô , /70 'Z' 1117 . Usert 24 ''24" 933 —2 ._ 5 f 2' - M 23)800 4: . O05 x 1 2. ,72' - 7,3 / ke-r eq v,,.,er'y 94Li' 4" • . I . DATAPRINT N56780 DL.. JACK N. SPARLING STRUCTURAL ENGINEER CAR LSBAD, CA. 92008 - PROJECT / JOB r' r (.f Coi r'7' REV. SHEET Z7L 27.4- Li72 L L - .21.3 LL 44, L. _1_4 -2' 355o/a' c 5o , / • 2 0 cv C? 6-3 001 0/1 5c__ 2250 Al /1,' /8/8' K-Z1c") 2, 046 ,t43550 60 -= -ea Vsa7 DATAPRINT N56780 - JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD, CA. 92008 PROJECT Y 707- JOB r.itta#y cccliii. REV. SHEET 11 44-7 2,3 LL boo a'-dpi7 4,-" D1. b.e'v-s'-/8.8 4.17 447oc Se 0 L3cse it - F7I 484L8 2C2O4 323° -/- I, II 7? ; 3i -2. P:. M= 3 77— y3_/o = - 3i2o • 2 . / 24,000'/J — 7 / ,i No Z3o'L&— 34 8" - 84 As , 02 S 8 • /7 I, /•2 /7a'pr eo Way DATAPRINT N567B0 MAM vti ZE E II- ._JLJ is II. All plyweol S*'c7' .1 CC r' c- E' glie b. r ZTZ. JO I - I I' -1•J . 1 - , JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD, CA. 92008 PROJECT Y7oz JOB SHEET !A1U4 ATJA/F'8 II II II II H I. 280 430 -650 - —PLY\ iA1L NA1tT 1- NML L42'1JT VLtL EDE- 3/ 6" 31A 4" 4." 3 9 -- tY L't'V 44 EA .\VALL ETA1 L DA?APRINT N56780 JACK N. SPARLING STRUCTURAL ENGINEER CARLSBAD, CA. 92008 PROJECT Y,702 JOB ri#ay Co4r1 REV. 'C - a.- SHEET if If tyNAflJ uL 4J LJ U IN TAL BL.V - = Et NA1LL SE" YE CV4 a rnv Jwr - •==, ,4- 2/SI IA Lr ( : 414ETA __ __ -_IAA 1LJtJ4I 7 -_4tfliT 1 ET () .r- = T/AEJJ1rn F 1yi.z+.H tttTL7 RruJ}1 Draw& IzAiuAT rTJ4 'Lall i1 DWI i'ii: $I- L14 - EE TABL. A/IpIi wood I .5+ru r c-c C -D Ede,-,c,,- 6/cie. $1J MZY 1AEZ. JTNr1 E .......1N A :Ti. rLYw. xaprom FLA'! IAPM/\ DATAPRIN1 N56780 3vd P/'w 2 nS5 /0, .37O 3, 0 90 .3,100 34'I 0 JACK N. SPARLING - -STRUCTURAL ENGINEER CARLSBAD, CA. 92008 PROJECT r, *Sar ,, 60cir7' Y7c2 JOB SHEET E- W /o?e/z p/at eI 7''3e7'( /4'''/8 Z3 ll e, / ea .2i, oo Wa/I £5 /0, 2'fJ/8c -- 3/00 hx ,C?O 31.5 =- /q/,goø 2 rel 2C 34;1 ,6 70 1 20.5 75/ .7 00 Z 44- 270 2nd f' 25,rS 2'p,4eO /6L . ,'230 1171 F 6554 4'aico 47, o . -. 5rd) If 00 DATAPIHY N5670 JACK N. SPARLING PROJECT STRUCTURAL ENGINEER I- CARLSBAD, CA. 92008. REV. SHEET E-W .Le,aelk coo 7' Im a il ç c 2 . Id = Z 70 = /P oo Ic, 47'/f/.. _____ c2 19990 e /0 3, 7e7 28/a /of Zr _____ 4 41(7 v,c,i/t 2./2 - .j /27 5-1 pe/: a Z2 /74o bol /7 /J2o 1 p Ok /3 DATAPRINT N56780 JACK N. SPARLING PROJECT JOB - STRUCTURAL ENGINEER eo LI fr• CARLSBAD, CA. 92008 - REV. SHEET II ½ -•------------ - 4 e', - C, - i'r 2.3 c 54 0 /it /o/ .i' 11 0 /00 o ' /• 7'. S-3 ,PQr2/s cq Sid'e ) R1 sz-o &S,9 o Zt 58 o_ 4 -3 ol rf/ er/ OL • -• 1/V7 7/ • '-/1 6.5 = /S?e7 3c4 - .ro 1lse / D 5 eri c1 e/ be /ov. j.v j4/ /51 ,...' .--,-.•-. DATAPRINT N56780 JACK N. SPAR LING STRUCTURAL ENGINEER CARLSBAD, CA. 92008 PROJECT c',pg-.f,7g- Y7oz JOB SHEET E-W Lc,oci: - Is" s'py Ld oo p, C W,//Ir a,-e 7L/e. Ja,ri' t'cer/ "q 0' /4g C79oO / S3 37(, 17 420 ea S/6/ 7 '172v= S 4' lcd iOrYi 12 4o' iQL:1•0V€ 4:?n) por/-tic- 6p/at9 3X e %d /7'r co /!O "QC /2/0 Z 20 LI / S' o use 54c BATAPRINT N56780 JACK N. SPARLING PROJECT STRUCTURAL ENGINEER CAR LSBAD, CA. 92008 E-LA,I Load: y .702 JOB J REV. I SHEET - 4, , 1ig c • /. e o 14r C,. 4 p/ Ld /7 / ' ?J7 O7'urr)Jr)5 ?'7 "10' 70 /12 7 ,c C/Ov */7s y7'J IA-4 OATAPINT N56780 . JACK N. SPAR LING STRUCTURAL ENGINEER CARLSBAD, CA. 92008 PROJECT r/7'7y Cojp-/ JOB SHEET 1 • . • -f (-I L q' 17 /7 - i3, FOE), c /7 ' /0 41c'o a /OOO ,> 91 7P-0-6 4 P- -;,/c ..T-:? ,.r,dc. DATAPRIHY N56780 JACK N. SPARLING PROJECT STRUCTURAL ENGINEER CARLSBAD, CA. 92008 I. Lal J/.72 S6t5-3 27 £4o 26 #5# ... S Y?02- 10 8 I IE-? REV. I SHEET .:-, SJoiii r'o( 57Ie.7 • Lcdr 5554o = 2.7,77o C4 A/-s Vile-r /- Wall -. ___ • 9-4 703 73.5?*85 3,5 e/s S 2 ' w// • 27770 • 435 /,2.#/Z-7 • 3.7 •• I PC, fl to/ s-.2 DATAPRINT N567e0 JACK N. SPAR LING STRUCTURAL ENGINEER CARLSBAD, CA. 92008 PROJECT 8r/#at (c ciriL Y7oz JOB - REV. SHEET N-s JOc/S /st0,, E- 70 4 2 .~t/ 4-3 -AL-/;y7 33 DATAPRINY N56780 CUKOCO STEEL SYSTEMS 536 Cleveland Avenue • Albany. CA 94710 • (415) 526•8560 CUROCO CARPORTS DESIGN CRITERIA AND ENGINEERING CALCULATIONS CARPORT MODEL 101M. DEPTH: IØ'0 BAY SPACING: DESIGN CRITERIA - 1) THE FOLLOWING STRUCTURE CONFORMS TO THE 1985 EDITION OF THE UNIFORM BUILDING CODE PER THE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS. 2) DESIGN LOADS 2. PSF FOR ROOF DECKING C. 249, PSF FOR WIND LOAD 160 PSF FOR STRUCTURE D. 4.4' PSF FOR UPLIFT LOAD 3) ROOF DECKING SHALL CONFORM TO ASTM A446,SPANLOY,. WITH F=80 KSI, G-90 COATING 4) FRAMING SHALL BE COLD-FORMED, LIGHT GAUGE METAL ASTM A446,SPANLOY, WITH G60 GALVANIZED COATING, MINIMUM Fy.=80 KSI 5) CONCRETE FOR FOUNDATION SHALL HAVE MINIMUM COMPRESSIVE STRENGTH, f'c = 2000 PSI AT 28 DAYS • 6) FOUNDATION DESIGNED FOR 2000 PSF AVERAGE SOIL PRESSURE !'P 4E19tiC W r/W t1=.e'' . IIi11 'iet:'ie .y%M') 64TI1L (?o mm Xf.-) CU ~65:_ ,oP LV - 9s T- 4 r/LF 1/1 4(flil 4 41 =6 -b'so I) — II" a Th r.WEP' 155Lr t)P.IL-L-IrJ& . I 4M 941 tAI- r- ciJ- itJ 14 &A e t '1 ..%7No. 25451 J I CIVIL c OF CA REVISION DATE (PROJECT . . u) b1rir:rr::ci:x:.i:'i 10' DATE SHT. 10F2 I CUSTOM ROLLED CORRUGATED METALS CO. enea( t9,e4 536 Cleveland Avenue, Albany, California 94710 Phone (415) 520-8560 CARPORT MODEL: 101M '1 DEPTH:_________ BAY SPACING: L-4J1-\t4 p(c*.J -, t4&-r. • n::; -b--- ---------- 0 3 X oi' 'nn21.L- Tu A r.I,1O1i (r... IiI,"Gx a io4 1-e 1 F 14ic Cfrlt. - .74 tsJt)ltJ(-: ,o4-r/c.p 2O.A :fl (*c) i P 'f'ZI2 u cqir'r 11 J tJ1L7 nf2- P. zr. (. i '22- I "i/ri tp-r 4' 1i4 F4 v t .I-' <4.a.' I4' E 4'p'1 DPOL-t)M'J t)D lts~ D GO 2 P(F i-go J(t+9iY) .471 %& 4H4 P(9- , l•l" beP. REVISION DATE PROJECT DATE I (IITflMFP I JOB SHT.20F2 'III' ! I'll ,IIII _____ p L111 HI1icx I PAU MW 1 BAY SPACE .:: I 42U- -10iL-LJI I I'/lLJL) . L IL)I \4 _-. • _OMH I-O loll-i 8-8.5 I 101 18-9 t011-I Ie57-20-6.5 . 20-9 .1,. IOU fri ZO-lo _DEPTH - . $• Q. 1. is-o L is-o a-o w•-o 20-O BAY SPACE 17-0 I is-o 20-0 17O :- 131 zo•o HBAY -= 8-8 ?,-O 10-O" e1-6 9-O . I0•-0 C PURLIW5 . . CIO.2.I4G&. CIo.2.14o.i. L_Cl0.2_-IGA. CIO-t,i4.GA. CIO-2-14C-A. GG.TLJBE COLS. .3.3-.05 3-3-095 3-3.095 3.3.095 5-3..015 33095 ROOF OCK W 371 • 28GA. W371 • 268A. W371-2.8" . ... . W371 &2SGA W571- 26 GA. W371 .2SGA. — EOUNne,i DEPTH - 4-0 4'-o 4'-o . :. .-- - 4.0 4- 101 _______ -: IO S . R 16'-Q_ EP. PICAL 5ECTIOhL_. — lIII liii I 'l \i •• iii; i.. LIII Y®1111Jj 'i®i.I I MTF%INM CP(JUNSL) 4 WLF B4Y J BAY SPACE 5? SPACE BàY 5PACE I_VMALVF MY _win IllI IIIT u1 WilliE_11111' uv imr LPCAM 'B' (6 CAP) I0-O 4-O I I a 2S M. OCrrrEML 2G4. PLABIDNS. IU I KINI = DWA - GA. FA2CIA FRONT S RAR 246A. !TRAP-SO O - BROADWAY 71 OcT (i\ ________ - FE.5PTN GFruvcTo -2 FSF -- -- 44:: ALL FMING SHU. BE COLD VIORM60 - Li IlJGE. kEBL. ASThI ::.wm4 G0 UN1IZED &nw 5=9MCF-MMKING •IRI_- - - - ATM....A44G5PANLY aei- - LA FLASHING TRIM SHALLZGGA. - - 7FrAs-r2t-Ep5 SWhLL.BE -M-54 TEI( - : -- - a.: FLASHING SIDELA FAZTENES BE 0 14 - 3455K SL 9. .CP-CRE7E MIU. COMP. 5EN8fl4. - f-ZCXV PSI AT 26 W.YS ..• ..z.... IDANS-SKALL.BM'SQUAR27- MMANG-717 IIF3IASTM ASCO GAWIX AZ-- S -- _._--- PLAN 'A' (MULTI -CAR) PLAN _C'(4. CAP) ff IA I - -- 4TK5cR5W5t'N'P j 4 7.GA. .JDTPIM l--. 2(.G&. SNOTMM:. -Er , -per: .2 DET STANDARD FLASHING - I ..- - 12 i vp S Sr 4. MV ENGINEERING, INC. 2450 Vineyard Avenue, #102 Escondido, California 92025-1330 619/743-1214 Job #1225-87 October 27, 1988 Mr. Henry Tubbs 690 Elm Avenue, Suite 204 Carlsbad, California 92008 Exploratory Borings for Caissons, 2558 Roosevelt Street, Carlsbad As requested, two additional borings were excavated at the subject site to determine the soil parameters for caisson foundations for the proposed structure. Two-foot diameter borings were advanced to 43 feet and 42 feet in the areas indicated on the enclosed Plate 1. Boring logs are enclosed as Plates 2 and 3. The following recommendations should supersede the previous recommendations from earlier reports. Recommendations not superseded are still valid and should be adhered to. Considering the indicated subsurface soils conditions, the recommended deep foundations should consist of drilled caissons or piers. Straight shaft caissons penetrating the unsuitable soils and adequately embedded into the firm and competent formational soil (approximately 32 feet to 34 feet down, plus 5 feet embedment) should be used. Please note that bell-tipped caissons usually cannot be formed in the granular soils below the water table. Also, casing of the drilled shafts appears necessary for stabilization and to prevent caving. The casings may not be pulled out as the concrete is being poured. Moderate levels of dewatering of the drilled shafts is also indicated and should be anticipated. The recommended caissons including caisson cap and their spacing should be designed by the project structural engineer. The following soils parameters associated with the design of the caissons are recommended. Base of all caissons should be located at the depth of at least 38 feet below the existing grades. Mr. Henry Tubbs October 27, 1988 Page 2 Minimum diameter of the caissons ..... Minimum embedment depth of caissons into the competent formational soils. *(C) Net allowable bearing capacity of the formational soils at the depth of 38 feet Passive resistance (for the portion embedded into the firm formational soil, not to exceed 1200 psf maximum) ..... Coefficient of friction between the formational soil and concrete ...... Caissons should not be spaced closer than 8 feet on centers. Caissons planned to be located where our drilled should be at least 43 and 42 deep BH-B respectively. 2 feet 5 feet 10,200 psf 400 psf/ft. 0.35 borings were for BH-A and *This value may be increased per U.B.C. for each additional foot of widths and/or depths to a maximum value of three times the designated value if needed. Although our calculations indicated 10,200 psf net allowable bearing, we recommend full capacity not be used in design and may be limited to 7000 psf to the indicated depth. All caisson shafts should be inspected and approved by the geotechnical engineer or his representative prior to pouring concrete. All unsound materials in the drilled shafts should be cleaned out prior to pouring the concrete. The two exploratory borings were drilled to 42 feet to 43 feet; if the foundation caissons are drilled in the same holes as this investigation, 'they will have to be drilled clean to the above depths. Quality workmanship and continuous inspection will be required during the construction phase. Since down hole inspection of caisson shafts may not be possible due to the nature of subsurface soil conditions, SPT tests may be necessary and should be provided at the site by the drilling company in order to verify competency of the bearing strata. MV ENGINEERING, INC. • 2450 VINEYARD AVENUE, #102 • ESCONDIDO, CALIFORNIA 92025-1330 • 6191743-1214 SOILS TESTING PERC TEST SOIL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS Mr. Henry Tubbs October 27, 1988 Page 3 Floor Slabs Conventional slab-on-grade type flooring may be used. The slab-on-grade floors should be supported on at least three feet of properly compacted non-expansive soils. The subgrade soils should be compacted to at least 90% of maximum dry density per ASTM D-1557-78. The slab-on-grade floors should be at least 3 inches thick and reinforced with minimum 10xlO/6x6 welded wire mesh placed at mid-height in slabs. All slabs should be provided with 4 inches of clean coarse sand underlay. The interior slabs should also be provided with six-mil moisture barrier placed at mid-height in the sand. All slabs should be provided with weakened plane joints at 12 feet on center both ways. The slabs should also be separated from the columns by proper control joints or block-out. Other recommendations such as lateral soil pressures for design of the retaining walls will be provided upon request. If you should have any questions or if clarification is necessary please do not hesitate to contact our office at your convenience. Reference to our Job #1225-87 will expedite response to your inquiries. We appreciate this opportunity to be of service to you. MV ENGINEERING, INC. Rã1ph M. yin GE #863 ES c3/ ( No. 863 rYJ .\ Exp. 12-31.89 / RMV/kmh MV ENGINEERING, INC. • 2450 VINEYARD AVENUE, #102 • ESCONDIDO, CALIFORNIA 92025-1330 • 6191743-1214 SOILS TESTING PERC TEST SOIL INVESTIGATIONS GEOTECIINICAL INVESTIGATIONS TEST BORING LOCATION MAP PLATE 1 JOB NO 1225-87 =30 BOUNDARIES ROXIMATE RILE DRILL RIG BUCKET AUGER BORING DIAMETER 24 inches LOGGED BY S.M. DATE DRILLED 10/14/88 W a. ow DESCRIPTION AND CLASSIFICATION z Q a_ui I-<Z z >- w5 > wLU c. a_ < ww wi- <0: - >-z w a_ <a- wO 0 Cn O- OO Brown silty sand, moist firm upper 12 inches. FILL - - Red-brown silty sand. Moist, moderately firm to - - loose. NATIVE - Firms at li feet. - - Soil continues as above. - 10 - 4.8 105.9 79.4 Moderately loose at 8 feet. - - At 12 feet light colored fine sand, moist and loose. - 15 - Scattered cobbles at 15 feet. Very moist to wet - - and very loose, caving in. - - At 151 feet firms into massive, medium to coarse - - grained sand with clay binder, firm. - 20 = Tan colored silty sand. Moist, scattered pebbles. 10.8 122.7 - .IL5 - 25 - 30 - Water seeps at 30 feet. 11.2 125. - - 20 Firm at 32 feet. - - Boring filling with water. - 35 - - - Firm at 36 fet. : 26 12.8 119.1 - 40 - 25 11.6 125. II at 43 feet. Bottom at 43 feet. zw EXPLORATORY BORING LOG MR. HENRY TUBBS ROOSEVELT STREET, CARLSBAD MV ENGINEERING, INC. 2450 Vineyard Ave.. Suite 102 PROJECT NO. PLATE BORING Escondido, CA 92025-1330 NO BH-A Phone: 619/7431214 1225-87 DRILL RIG BUCKET AUGER BORING DIAMETER 24 inches LOGGED BY S.M. DATE DRILLED 10/14 /88 Q- LLJZ ow DESCRIPTION AND CLASSIFICATION Z 2 mp WW W <Z If ________________ —. __________________ ,- z w )- w3 > 0W cc - c U.. < QWU) zi5 ww LLJF -Z O.p >z w _j W 0 ° OO 02... = Brown silty sand. FILL. Debris, wood, paper, - - asphalt. - - Red-brown silty sand. Moist, moderately loose. - - Clay binder. - - Scattered pebbles. - 10 - - - Light colored silty fine sand. Moist, very loose. 15 - - Wet at 15 feet. Cobbles at 16 feet. - - Tan to light colored silty sand. Moist, medium to - - coarse grained, slight clay binder. - - Moderately firm. = 20 - Water seeps at 20 feet. - 25 -W10 11.9 122.6 Boring filling with water. - 30 - 1 - 10.8 126.7 - - 21 - 35 - TI Firm at 34 feet. - - At 42 feet gradational contact with a very stiff to - 40 - 26 hard claystone/siltstone. _ 11 -at- 42 feet. 16.7 113.7 Bottom at 42 feet. LW EXPLORATORY BORING LOG MR. HENRY TUBBS ROOSEVELT STREET, CARLSBAD MV ENGINEERING, INC. 2450 Vineyard Ave.. Suite 102 PROJECT NO. PLATE BORING Escondido. CA 92025-1330 Phone: 619/743-1214 NO. BH-B 1225-87 PRELIMINARY SOIL INVESTIGATION PROPOSED OFFICE BUILDING 2558 ROOSEVELT STREET CARLSBAD, CALIFORNIA 0 JOB #1225-87 PREPARED FOR: MR. HENRY TUBBS 690 ELM AVENUE, SUITE 204 CARLSBAD, CALIFORNIA 92008 OLt)Nt -i50 I MV ENGINEERING, INC. 2450 Vineyard Avenue, #102 Escondido, California 92025-1330 619/743-1214 Job #1225-87 June 10, 1987 Mr. Henry Tubbs 690 Elm Avenue, Suite 204 Carlsbad, California 92008 PRELIMINARY SOIL INVESTIGATION, PROPOSED OFFICE BUILDING, 2558 ROOSEVELT STREET, CARLSBAD, CALIFORNIA Pursuant to your request, MV Engineering, Inc. has performed an investigation of the surface and subsurface soil conditions at the subject site. The enclosed report has been prepared to present the results of our preliminary soil investigation. This.report includes the results of our field investigation, laboratory analyses, and our summary of findings and recommendations for site development as understood.* From a geotechnical standpoint it is our opinion that the site is suitable for the proposed development provided the recommendations presented in this report are incorporated into the design and construction of the project. Thank you for choosing MV Engineering, Inc. If you have any questions concerning this report, please do not hesitate to call US. Reference to our Job #1225-87 will expedite response to your inquiries. We appreciate this opportunity to be of service to you. MV ENGINEE Ra1pVM. Vinje RCE #25115 RMV/lr TABLE OF CONTENTS Page I. General Information .....................1 II. Purpose of Investigation ................ III. Field Investigation ....................1 Surface Conditions ................. 1 Field Work .....................2 Subsurface Conditions ...............2 Geologic Hazards ..................2 IV. Tests and Results ....................3 Maximum Density Test ...............3 Field Density Tests ...............3 Expansion Test ...................4 Direct Shear Test ...................4 V. Bearing Capacity ....................4 VI. Lateral Load Parameters ................5 VII. Conclusions and Recommendations .............6 VIII. Reference ........................8 IX. Limitations ........................8 APPENDIX Plate Test Pit Location Map ..................1 Logs of Test Pits (and Key) . . . . . . . . . . . . . . 2-3 Appendix "Att - Specifications for Construction of Controlled Fills; and Unified Soil Classification Chart MV ENGINEERING, INC. . 2450 VINEYARD AVENUE, #102 • ESCONDIDO, CALIFORNIA 92025-1330 • 619I7431214 SOILS TESTING • PERC TEST SOIL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS PRELIMINARY SOIL INVESTIGATION PROPOSED OFFICE BUILDING 2558 ROOSEVELT STREET CARLSBAD, CALIFORNIA I. GENERAL INFORMATION A Preliminary Soil Investigation, has been prepared for the above-mentioned site located on the northeast side of Roosevelt Street as shown on the vicinity map, Plate 1. The site is legally described as •a portion of Lot 45, Tract 1722, Seaside Lands, in the City of Carlsbad, in the County of San Diego, State of California. The Assessor's Parcel Number 203-102-35. It is understood that the site will be used for a two-story office building on top of a first floor parking garage. The grading and site plans were not available at the time of the investigation. II. PURPOSE OF INVESTIGATION The purpose of this investigation is to determine the following: 1 - the existing soil conditions; 2 - the presence and effect of any expansive soil; 3 - the allowable soil bearing pressures; 4 - the presence of existing fill or ground water; 5 - the geologic conditions and obvious geologic hazards; 6 - any construction problems that can be anticipated, and to make appropriate foundation recommendations. III. FIELD INVESTIGATION A. Surface Conditions 11 The site is a rectangular shaped parcel. The dimensions and orientation are shown on the enclosed-Test Pit Location Map, Plate 1. The site is level and flat. There are two existing structures on the parcel as shown on Plate 1. The ground surface around the structures is paved with asphalt/concrete. Planters are located along the property perimeter. MVENGINEEFG,INC. • 2450 VINEYARD AVENUE, #102 • ESCONDIDO, CALIFORNIA 92025-1330 • 6191743-1214 Sc TESTING PERC TEST SOIL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS S PRELIMINARY SOIL INVESTIGATION PAGE TWO ROOSEVELT STREET, CARLSBAD 6/.10/87 Field Work Two exploratory borings were excavated with a 24-inch diameter bucket auger on May 28, 1987 in the subject area as shown on Plate1. The borings were entered and inspected by a staff geologist from this office. Samples of the soils were visually classified by field identification procedure in accordance with the Unified Soil Classification. A simplified version of the Unified Soil Classification is included in the Appendix at the end of this report. Continuous logs of the soils encountered in the test pits are shown on Plates 2 and 3. Subsurface Conditions Geologically the soils at the site are derived from marine terrace deposits. Uncompacted fill ranging in thickness from six inches to four.feet was encountered in the excavations. The maximum amount of fill was found in the south end of the property. The fill is derived from the native soils which is a silty sand. There is esentially one soil type based on engineering properties as described on the logs which was encountered during the investigation. The soil type is referred to later as Soil Type 1. Sf11, TYPF Soil Soil Unified Soil Type Description Classification 1 red-brown to brown silty sand SM No ground water or detrimentally expansive soil was encount- ered during the investigation. Geologic Hazards. There were no known landslides in the immediate area nor is there any reason to suspect the site is situated on a landslide. There were no mapped faults projecting through the site nor were any detected during the investigation. Until recently the nearest known active fault was the Elsinore Fault approximately 23 miles to the northeast. A 5.3 MV ENGINEERING, INC. • 2450 VINEYARD AVENUE, #102 • ESCONDIDO, CALIFORNIA 92025-1330 • 6191743-1214 SOILS TESTING PERC TEST SOIL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS PRELIMINARY SOIL INVESTIGATION PAGE THREE ROOSEVELT STREET, CARLSBAD 6/10/87 magnitude earthquake and subsequent aftershocks have occurred approximately 25 miles southwest of Oceanside during July 1986, suggesting the possibility of future seismic events. There were no observed faults or slide planes in the test pits. It is believed the greatest geologic hazard would be from earth shaking in the event of an earthquake. IV. TESTS AND RESULTS Maximum Density Test A laboratory compaction test was made on Soil Type 1 to determine the maximum dry density and optimum moisture content as specified by ASTM D-1557 (Method A). This test uses the minus #4 sieve soil in a 4-inch diameter 4- inch high cylindrical mold. The sample is formed with a 10-pound hammer falling 18 inches for 25 blows on each of 5 layers. The results follow. LABORATORY COMPACTION Soil Soil Maximum Dry Opt. Moist. Location Type Description Density(pcf) Content(%) B 1 @ 3' 1 red-brown to 133.4 7.9 brown silty sand B = boring These results may be used during the grading where applicable. FieldDensity Tests Moisture contents and densities were determined on four paraffin coated undisturbed samples using the water displacement method. The results are presented on the logs at the corresponding locations. The relative compaction noted on the logs is defined as the ratio of the field dry density to the maximum laboratory dry density. MV ENGINEERING, INC. • 2450 VINEYARD AVENUE, #102 • ESCONDIDO, CALIFORNIA 92025-1330 • 6191743-1214 SOILS TESTING PERC TEST SOIL INVESTIGATIONS GEOTECKNICAL INVESTIGATIONS PRELIMINARY SOIL INVESTIGATION PAGE FOUR ROOSEVELT STREET, CARLSBAD 6/10/87 Expansion Test One expansion test was made on a representative sample of Soil Type 1. The soil was remolded to 90% of the maximum dry density in 2k-inch diameter 1-inch high ring mold. The sample was instrumented, loaded with 1 psi and submerged in water. The ratio of the change in height from the air dry to the saturated condition is defined as the percent expansion. The results are presented below. EXPANSION TEST Soil Initial Saturated Expansion Location Type w ,lo w 10 (%) B 1 @ 3' 1 6.8 120.6 10.4 121.8 0.2 B = boring w = moisture content (%) o = dry density (pcf) Direct Shear Test One direct shear test was performed on a representative sample of Soil Type 1 for strength parameters in the lateral load and bearing capacity calculations. Three specimens of each soil were prepared by molding the soil in 2k-inch diameter 1-inch high rings to 90% of the maximum dry densities and optimum moisture contents and soaked overnight. The specimens were loaded with normal loads of 1, 2, and 3 KSF respectively and sheared to failure in an undrained shear. The results are presented in the next section. V. BEARING CAPACITY The values of internal friction and apparent cohesion derived from the direct shear test were used in the Terzaghi Formula in accordance with the procedure outlined in Reference 1, Page 171, to compute the allowable bearing capacity. MV ENGINEERING, INC. • 2450 VINEYARD AVENUE. 102 • ESCONDIDO, CALIFORNIA 92025-1330 • 6191743-1214 SOILS TESTING PERC TEST SOIL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS PRELIMINARY SOIL INVESTIGATION PAGE FIVE ROOSEVELT STREET, CARLSBAD 6/10/87 Terzaghi Formula: Bearing Capacity = 2/3 cN'c + DN' + j ) BN Assumptions: For a three-story structure Depth of Footings, D = 24" W-idth of Continuous Footing, B = 18" N, N.. = dimensionless parameters, Ref. 1, Fig. 75 Factor of Safety = 3 ALLOWABLE BEARING CAPACITY Wet Angle of Apparent Bearing Soil Density mt. Fric. Cohesion Capacity Location Type 4 (pcf) 0, (°) c, (psf) (psf) B 1 @ 3' 1 128.7 38 160 3105 B = boring VI. LATERAL LOAD PARAMETERS The lateral load parameters to be used in design of the retaining and restraining walls (using level backfills) are derived from the friction angle, 0, obtained from the direct shear test using the following formulas: Active Pressure Coeff., K = 1-sinO = 0.24 a 1+sinO Passive Pressure Coeff., K= l/ka = 4.2 At Rest Pressure Coeff., K0 = 1-sinO = 0.38 The equivalent fluid pressures are obtained by the formulas: Peq. = Ka = 0.24 x 128.7 = 31 pcf (active) Peq. = K0 Ô = 0.38 x 128.7 = 50 pcf (at rest) Peq. = K ' = 4.2 x 128.7 = 541 pcf (passive) As applicable where = wet density = 128.7 pcf, for 0 = 38° Recommended design values based upon anticipated conditions are found in Section VII, Conclusions and Recommendations. MV ENGINEERING, INC. • 2450 VINEYARD AVENUE, #102 • ESCONDIDO, CALIFORNIA 92025-1330 • 61917431214 SOILS TESTING PEOP TEST SOIL INVESTIGATIONS - GEOTECHNICAL INVESTIGATIONS PRELIMINARY SOIL INVESTIGATION PAGE SIX ROOSEVELT STREET, CARLSBAD 6/10/87 VII. CONCLUSIONS AND RECOMMENDATIONS 1 - It is recommended that the preparation of the native soil and any grading be done in accordance with the enclosed "Specifications for Construction of Controlled Fills" except if superseded by the following recommendations. 2 - It is recommended that any septic tanks or other large buried objects detected during the grading be removed. The voids should be filled with compacted soil and tested per soil engineer in charge. All roots, irrigation lines, and other objectional debris should be hand picked and removed from the site. 3 - The cut portions of any transition lots shall be undercut a minimum depth of three feet below the proposed pad grade or to a minimum depth of 12 inches below the bottom of the footing, whichever is greater, and replaced as a structural fill. This precaution will decrease the potential of cracking of the slab along the dayline line. 4 - All underground utility trenches should be compacted to a minimum of 90% of the maximum dry density of the soil unless otherwise specified by the respective agencies. Care should be taken not to crush the utilities or pipes during compaction of the soil. 5 - The tests and observations indicate there are no large geotechnical problems with respect to the geology or the soil conditions on the site. There were no obvious geologic hazards encountered during the investigation. It is felt that the biggest geologic hazard will be from ground shaking during an earthquake. Design in accordance with the latest Uniform Building Code Seismic Zone IV specifications should be adequate to minimize damages. 6 - It is our opinion that the main geotechnical problem will be the compaction of the loose fills and topsoils. Our test and observations show that the existing fill does not meet minimum compaction/grading requirements for the City of Carlsbad. Therefore, it is recommended that all existing fill be removed down to firm material, ripped and recompacted prior to placing any gill or structures. The excavations will be on the order of three to five feet. The exact depths will be determined during the grading by the soils engineer on site. Due to the lack of a precise grading plan for this 1t, specific foundation recommendations cannot be made at this time. However, general foundation recommendations for granular non-expansive soil follow. MV ENGINEERING, INC. • 2450 VINEYARD AVENUE, #102 • ESCONDIDO, CALIFORNIA 92025-1330 • 6191743-1214 SOILS TESTING PERC TEST SOIL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS PRELIMINARY SOIL INVESTIGATION PAGE SEVEN ROOSEVELT STREET, CARLSBAD 6/10/87 We recommend that the top three feet of the building pad not contain any detrimentally expansive soil. If any import soil is needed to complete grading, it should be granular and non-expansive. The soil should be examined and approved by our field representative prior to delivery of the soil to the site. 7 - Foundation Recommendations: a - It is recommended that normal concrete wall footings be used in accordance with Uniform Building Code design (i.e. 12 inches wide by 12 inches deep, 15 inches wide by by 18 inches deep, 18 inches wide by 24 inches deep for one- and three-story structures respectively, minimum depths, measured from the lowest adjacent ground surface) b - Use two #4 reinforcing rods in the footings. Place one rod three inches from the top and the other three inches from the bottom of the footing. c - All-spread footings should be a minimum of 24 inches in width and length and imbedded a minimum of 24 inches. below nearest adjacent finished grade. Spread footings should include a minimum of two #4 bars each way. d - Use 6x6/10xl0 welded wire mesh placed mid-height in all slabs. Use 31-inch minimum thick slabs and a minimum of four inches of clean sand (S.E. 30 or greater) under all slabs. A plastic moisture barrier is optional. If used it should be placed mid-height in the sand. Provide weakened plane joints spaced 15 feet on center each way for all slabs. 8 - Our tests and calculations indicate an allowable bearing capacity of 3105 psf for continuous and isolated footings. Experience and good engineering practice would limit this value to 2500 psf. 9 - It is recommended that lateral design loads of 31, 50 and 541 pcf be used as equivalent fluid pressures for the active, at rest, and passive conditions respectively. Use a coefficient of friction of 0.35 for concrete on soil. These recommendations assume drained and level backfill conditions as well as a granular non-expansive type of backfill material. 10 - Footings located on or adjacent to top of slopes should be extended to a sufficient to a sufficient depth to provide a minimum horizontal distance of 5.0 feet between the bottom edge of the footing and the face of the slope. MV ENGINEERING, INC. • 2450 VINEYARD AVENUE, #102 • ESCONDIDO, CALIFORNIA 92025•1330 • 6191743-1214 SOILS TESTING / PERC TEST SOIL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS PRELIMINARY SOIL INVESTIGATION •PAGE EIGHT ROOSEVELT STREET, CARLSBAD 6/10/87 Use cut and fill slope ratios of 2:1 (horizontal:vertical) for overall gross slope stability. 11 - During the course of our investigation test pits were dug to various depths. After logging and sampling of the test pits they were backfilled, rolled and tamped. This backfilling process does not acquire the necessary compaction for the support of any future overlying structures or pavement. Therefore, during the grading of the site, the test pits should be re-excavated and backfilled to not less than 90% of the maximum dry density for the soil. The approximate locations of the test pits are shown on the Test Pit Location Map, Plate 1. 12 - Finish grading should direct and maintain drainage away from all slopes and building. 13 - It is recommended that a pre-grading meeting be held between the owner, grading contractor and a representative of this firm to discuss the operation and to arrange a testing schedule. Finalized development plans should incorporate these recommendations and be reviewed and approved by. this office. . REFERENCE 1 - Terzaghi and Peck, 1948, "Soil Mechanics in Engineering Practice", John Wiley & Son, N.Y. LIMITATIONS Our conclusions and recommendations have been based on all available data obtained from our field investigation and laboratory analyses, as well as our experience with the soils and formational materials located in the general area. Of necessity, we must assume a certain degree of continuity between exploratory excavations and/or naturalexposures. It is necessary, therefore, that all observations, conclusions, and recommendations be verified during the grading operation. In the event discrepancies are noted, we should be notified immediately so that an inspection can be made and additional recommendations issued, if required. MV ENGINEERING, INC. • 2450 VINEYARD AVENUE, #102 • ESCONDIDO, CALIFORNIA 92025-1330 • 6191743-1214 SOILS TESTING PERC TEST SOIL INVESTIGATIONS GEOTECKNICAL INVESTIGATIONS PRELIMINARY SOIL INVESTIGATION PAGE NINE ROOSEVELT STREET, CARLSBAD 6/10/87 :The recommendations made in this report are applicable to the site at the time this report was prepared. It is the responsibility of the owner/developer to insure that these recommendations are carried out in the field. The firm of MV Engineering, Inc. shall not be held responsible for changes to the physical condition of the property, such as addition of fill soils or changing drainage patterns which occur subsequent to the issuance of this report. This report should be considered valid for a period of one year and is subject to review by our firm following that time. If significant modifications are made to your tentative development plan, especially with respect to the height and location of cut and fill slopes, this report must be presented to us for review and possible revision. Should any questions arise concerning this report, please do not hesitate to contact this office. Reference to our Job #1225-87 will expedite response to your inquiries. We appreciate this opportunity to be of service to you. MV ENGINEERING, INC. Raip M. Vinje RCE #25115 RMV/lr - MV ENGINEERING. INC. • 2450 VINEYARD AVENUE, #102 • ESCONDIDO, CALIFORNIA 92025-1330 • 6191743-1214 SOILS TESTING PERC TEST SOIL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS BOR F-1101- £ L OCA FION MA P 2568 ROOSE VEL T STREET CARLSRA/J, CAL/FDR/'I/A LEGEIVIJ VICINITY MA? NO SCALE It ,-3ITE P1 LI T / PRIMARY DIVISIONS GROUP SECONDARY DIVISIONS SYMBOL GRAVELS CLEAN GRAVELS GW ________ Well graded grovels. gravel-send mixtures, little or no flns. MORE THAN HALF OF COARSE (LESS THAN GP Poorly graded gravels or gravel-sand mixtures, little or no fines. 5% FINES) Cl) FRACTION IS GRAVEL GM silty gravels, gravel-sand-silt mixtures, non-plastic tines. Z w LU OZN LARGER THAN WITH Z U. NO. 4 SIEVE FINES GC Clayey gravels, gravel-sand-clay mixtures, plastic fines. 0 1W SANDS CLEAN SW SANDS Well graded sands, gravelly sands, ilitie or no fines. LU Z LU 05 Cl) < 0 x MORE THAN HALF OF COARSE (LESS THAN SP Poorly graded sands or gravelly sands, lithe or no lines. C lo- 5% FINES) 0 SANDS SM Silty sands, sand-silt mixtures, non-plastIc fines. 0 UJ CC FRACTION IS 0 SMALLER THAN WITH NO. 4 SIEVE FINES SC Clayey sands, sand-clay mixtures, plastic fines. w ML Inorganic slits and very fine sands, rock flour, silty or clayey fine SILTS AND CLAYS ________ sands or clayey slits with slight plasticity. LIQUID LIMIT IS CL Inorganic clays of low to medium plasticity, gravelly clays, sandy 2 ELI o i u, ro LESS THAN 50% clays, silty clays, lean clays. OL Organic silts and organic silty clays 0110w plasticity. Z cn o cc <i -' - SILTS AND CLAYS MH Inorganic slits. micaceous or diatomaceous fine sandy or silty 0 soils, elastic silts. LU CC w Z z oz LIQUID LIMIT IS CH Inorganic clays of high plasticity, fat clays. GREATER THAN 50% OH Organic clays of medium to high piasticity, organic silts. HIGHLY ORGANIC SOILS PT Peat and other highly organic soils. GRAIN SIZES U.S. STANDARD SERIES SIEVE CLEAR SQUARE SIEVE OPENINGS 200 40 10 4 314" 3" 12" SAND GRAVEL SILTS AND CLAYS I COBBLES BOULDERSI I FINE I MEDIUM I COARSE I FINE I COARSE RELATIVE DENSITY ANDS, GRAVELS AND NON-PLASTIC SILTS BLOWS/FOOT VERY LOOSE 0 - 4 LOOSE 4-10 MEDIUM DENSE 10 -30 DENSE 30-50 VERY DENSE OVER 50 CONSISTENCY CLAYS AND PLASTIC SILTS STRENGTH BLOWS/FOOT VERY SOFT 0-Va 0-2 SOFT Y4-'4 2-4 FIRM '1,-I 4-8 STIFF 1-2 8-16 VERY STIFF 2-4 16-32 HARD OVER 4 OVER 32 Blow count, 140 pound hammer falling 30 inches on 2 Inch O.D. split spoon sampler (ASTM D-1 586) Unconfined compressive strength per SOILTEST pocket penetrometer CL-TOO A = undisturbed chunk sample I 2 - Standard Penetration Test (SPT) (ASTM D-1 586) D I with blow counts per 6 inches = disturbed sample I I 4 = California Sampler with blow O = sand cone test II counts per 12 inches /4V1 / MV ENGINEERING, INC. KEY TO EXPLORATORY BORING LOGS Unified Soil Classification System (ASTM D-2487) Mr. Harry Tubbs 2558 Roosevelt Street, Carlsbad PROJECT NO. DATE —87 6/10/87 I KEY ILL RIG Bucket Auger - SURFACE ELEVATION DEPTH TO GROUND WATER N / E BORING DIAMETER 24" DESCRIPTION AND CLASSIFICATION uJ w - asphalt/concrete 3 inches thick Brown silty sand. First six inches re- - 1 - worked, natural below. Dry and moderately SM loose below. Numerous shell fragments. Fine to medium - 2 - grained sand. -3- 4 - —5- -8- - - Trace clay @ 7' 10 @ 10', moisture increases, becomes - - moderately loose. - 11 - - 12 - - 13 - j LOGGEDBY R. W. DATE_DRILLED5 / 7 Eh L 3.7 119.1 89.3 5.3 97.6 73.2 6.2 R18.8189.1! 4b ldws 5.1 193.31 69.9 BOTTOM OF BORING @ 13 EXPLORATORY BORING LOG MV ENGINEERING, INC. 2450 Vineyard Ave., Suite 102 Escondido, CA 92025-1330 Phone: 6191743•1214 Mr. Henry Tubbs 2558 Roosevelt Street, Carlsbad PROJECT NO. PLATE 1225-87 2 • Boring 1 _I LOGGED BY R. W. J DATE _DRILLED 5/28/87 a- Ow z i fi UHILL HIU Bucket Auger SURFACE ELEVATION DEPTH TO GROUND WATER N/E BORING DIAMETER 24" - DESCRIPTION AND CLASSIFICATION W W - 0 asphalt/concrete 3,, - FILL: Red-brown silty sand. Trace clay. - 1 - Moist moderately loose. SM - 2 - Fine to medium grained. -. - @ 3' small pieces of plastic and yarn. -4- - - NATIVE: Red-brown silty sand. Trace clay. - Moderately moist and moderately dense. - 8 - SM - -8- Soil Type 1 - - BOTTOM OF BORING @ 8' - 10 - 11 - - 12 - - 13 - A I I 5.8 I 99'.2174.31 41ilows I 6.5 1119.11 89.31 L I I 6.4 I 94.71 71.01 - 14 EXPLORATORY BORING LOG MV ENGINEERING, INC. 2450 Vineyard Ave., Suite 102 Escondido, CA 92025-1330 Phone: 6191743.1214 Mr. Henry Tubbs 2558 Roosevelt Street, Carlsbad PROJECT NO. PLATE 1225-87 3 Boring 2 APPENDIX "A" (1986) SPECIFICATIONS FOR CONSTRUCTION OF CONTROLLED FILLS GENERAL DESCRIPTION The construction of controlled fills shall consist of an adequate preliminary soil investigation, clearing, removal of existing structures and foundations, preparation of land to be filled, excavation of earth and rock from cut area, compaction and control of the fill, and all other work necessary to complete the grading of the filled areas to conform with the lines, grades, and slopes as shown on the accepted plans. CLEARING AND PREPARATION OF AREAS TO BE FILLED: All fill control projects shall have a preliminary soil investigation or a visual examination, depending upon the nature of the job, by a qualified soil engineer prior to grading. All timber, trees, brush, vegetation, and other rubbish shall be removed, piled and burned or otherwise disposed of to leave the prepared areas with a finished appearance, free from unsightly debris. Any soft, swampy or otherwise unsuitable areas shall be corrected by drainage or removal of compressible material, or both., to the depths indicated on the plans or as directed by the soil engineer. The natural ground which is determined to be satisfactory for the support of the filled ground shall then be plowed or scarified to a depth of at least six inches (6") or deeper as specified by the soil engineer, and until the surface is free from ruts, hummocks, or other uneven features which would tend to prevent uniform compaction by the equipment to be used. No fill shall be placed until the prepared native ground has been approved by the soil engineer. Where fills are made on hillsides with slopes greater than 5 (horizontal) to 1 (vertical), horizontal benches shall be cut into firm, undisturbed, natural ground at the elevation of the toe stake. The soil .enginër shall determine the width and frequency of all succeeding benches, which will vary, with the soil conditions and the steepness of slope. After the natural ground has been prepared, it shall be brought to the proper moisture content and compacted to not less than 90% of maximum density, ASTM D-1557-64T. Expansive soils may require special compaction specifications as directed in the preliminary soil investigation by the soil engineer.. The cut portions of building pads in which rock-like material exists may require excavation and recompaction for density compatibility with the fill as directed by the soil engineer. MATERIALS The fill soils shall consist of select materials, graded so that at least 40 percent of the material passes the No. 4 sieve. The material may be obtained from the excavation, a borrow pit, or by mixing soils from one or more sources. The material used shall be free from vegetable matter and other deleterious substances, and shall not contain rocks or lumps greater than six inches (6") in diameter. If excessive vegetation, rocks or soils with unacceptable physical characteristics are encountered, these materials shall be disposed of in waste areas designated on the plans or as directed by the soil engineer. If soils are encountered during the grading operation which were not reported in the preliminary soil investigation, further testing will be required to ascertain their engineering properties. Any special treatment recommended in the preliminary or subsequent soil reports not covered herein shall become an addendum to these specifications. No material of a perishable, spongy or otherwise unstable nature shall be used in the fills. PLACING, SPREADING AND COMPACTION FILL MATERIAL The selected fill material shall be placed in layers which shall not exceed six inches (6") when compacted. Each layer shall be spread evenly and shall be thoroughly blade-mixed during the spreading to insure uniformity of material and moisture in each layer. When the moisture content of the fill material is below that specified by the soil engineer, water shall be added until the moisture content is near optimum as determined by the soil engineer to assure thorough bonding during the compaction process. This is to take place even if the proper density has been achieved without proper moisture. When the moisture content of the fill material is above that specified by the soil engineer, the fill material shall be aerated by b].ading and scarifying or other satisfactory methods until the moisture content is near optimum as determined by the soil engineer. After each layer has been placed, mixed and spread evenly, it shall be thoroughly compacted to not less than the specified maximum density in accordance with ASTM D1557-64T. Compaction shall be by means of tamping or sheepsfoot rollers, multiple-wheel pneumatic-tired rollers, or other types of rollers. Rollers shall be of such design that they will be able to compact the fill to the specified density. Rolling each layer shall be continuous over its entire area and the roller shall make sufficient passes to obtain the desired density. The entire area to be filled shall be compacted to the specified density. Fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compaction operations shall be continued until the slopes are stable but not too dense for planting and until there is no appreciable amount of loose soil on the slopes. Compacting of the slopes shall be accomplished by backrolling the slopes in increments of three to five feet (3' - 51 ) in elevation gain or by other methods producing satisfactory results. If the method of achieving the required slope compaction selected by the contractor fails to produce the necessary results, the contractor shall rework or rebuild such slopes until the required degree of compaction is obtained. Field density tests shall be made by the soil engineer for approximately each foot in elevation gain after compaction, but not to exceed two feet in vertical height between tests. The soil engineer shall be notified to test the fill at regular intervals. If the tests have not been made, after three feet of compacted fill has been placed, the contractor shall stop work. on the fill until tests are made. The location of the tests shall be spaced to give the best possible coverage and shall be taken no farther than 100 feet apart. Tests shall be taken on corner and terrace lots for each two feet (2') in elevation gain. The soil engineer may take additional tests as considered necessary to check on the uniformity of compaction. Where sheepsfoot rollers are used, the tests shall be taken in the compacted material below the disturbed surface. No additional layers of fill shall be spread until the field density tests indicate that the specified density has been obttined. G. The fill operation shall be continued, in six-inch (6") compacted layers, as specified above, until the fill has been brought to the finished slopes and grades as shown on the accepted plans. SUPERVISION Supervision by the soil engineer shall be made during the filling and compacting operations so that he can certify that the fill was made in accordance with accepted specifications. The specifications and soil testing of subgrade and basegrade material for roads or other public property shall be done in accordance with specifications of the governing agency. It should be understood that the contractor, shall supervise and direct the work and shall be responsible for all construction means, methods, techniques, sequences and procedures. The contractor will be solely and completely responsible for conditions at the job site, including safety of all persons and property during the performance of the work.'Intermittent or continuous inspection by the soil engineer is not intended to include review of the adequacy of the contractors safety measures in, on or near the construction site. SEASONAL LIMITS' No fill material shall be placed, spread or rolled during unfavorable weather conditions. When the work is interrupted by heavy rain, grading shall not be resumed until field tests by the soil engineer indicate that the moisture content and density of the fill are as previously specified. In the event that, in the opinion of the engineer, soils unsatisfactory as foundation material are encountered, they shall not be incorporated in the grading and disposition will be made at the engineers discretion. p UNIFIED SOIL CLASSIFICATION Group • dntifying Criteria Symbol Soil Description I. tJ]SE GRAINED (more 50% larger than $ZWD sieve) crvels (more than 50% GW Gravel, well-graded gravel- zer than #4 sieve sand mixture, little or no lu= smaller than 3") fines. crL—plastic • GP Gravel, poorly graded, gravel- sand mixture, little or no fines. GM Gravel, silty, poorly graded, gravel-sand-silt mixtures. • GC Gravel, clayey, poorly graded, gravel-sand-clay mixtures. .arras (more than 50% SW Sand, well-graded, gravelly :t 11er than #4 sieve) sands, little or no fines. rr-pl as tic • SP Sand, poorly graded, gravelly sands, little or no fines. SM Sand, silty, poorly graded, sand-silt mixtures. SC Sand, clayey, poorly graded, sand-clay mixtures. II. F GRAINED (more than 5imaiier than #200 Liljd Limit less than ML Silt, inorganic silt and SJ fine sand, sandy silt or • clayey-silt-sand mixtures with slight plasticity. CL Clay, inorganic clays of low to medium plasticity, • gravelly clays, sandy clays, silty clays, lean clays. City of Carlsbad CERTIFICATE OF OCCUPANCY BUILDING DEPARTMENT 'Building Address 2558 Roosevelt Street Building Permit No. R7_1;00 Occupant Name _____________________________________________ Business Phone Building Owner PRESIDENTIAL PLAZA Business Phone (619) 434-7173 Owner Address 690 Elm Avenue. Suite 204. Carihd ; (iA. 9200R Describe exact use of all portions of each building and lot CA I certify that this building or portion complies with the Uniform Building Code for the group and division of occupancy and the use for which the proposed occupancy is classified. The above information is true and correct, and I make this statement under penalty of perjury. Dated this I day of ______________ , 19 in the City of Carlsbad, California Signature of APplicar)t"/ " Signature of Building Official FOR DEPARTMENTAL USE ONLY Date Routed Use Zone - Inspected By Inspected By Inspected By -/ Type of Construction 1/,tj 5/& Date /Ci'i Zp proved 1" Disapproved Date _____ Approved Disapproved Date _____ Approved Disapproved COMMENTS: WHITE: Applicant BLUE: Building GREEN: Engineering CANARY: Health Dept. PINK: Planning GOLD: Fire COMMERCIAL/INDUSTRIAL APPLICATION FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT CITY OF CARLSBAD APPLICATION: NEW__ I/ __________ (CHECK ONE) REVISED__________ BUILDING P.C. NO.:__________ APPLICATION NO.: 'V30 INDUSTRIAL CLASS:_____________ DATE: 9-25-,97 gnature of City Representative APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT GENERAL: SITE APPLICANT: CST DEVELOPMRNT, TN( ADDRESS: 2 598 -reet do Henry Tubbs Carsbad TYPE OF BUSINESS:Prnfesgir,n1 flffir (h11 building) APPLICANT'S ADDRESS:690 Elm Avenue, Suite 204, Carlsbad, CA. 92008 WASTES AND PROCESSING: (Check where applicable) ja Domestic Waste Only II Industrial Waste J Industrial Waste NOT Discharged to Sewer Discharged to Sewer GENERAL DESCRIPTION OF WASTE (Chemical and Physical Characteristics of proposed waste): GENERAL DESCRIPTION OF PROCESS (If Applicable):_________________________ WASTES TO BE DISCHARGED TO SEWER: WASTE: TREATED:_______ (Check One) UNTREATED Shell building QUANTITY: AVERAGE ft GPD (Daily) MAXIMUM tPD (Gallons Per Day) APPLICANT OR REPRESENTATIVE OF FIRM: GST DEVELOPMENT, INC. By: Henry Tubbs (Print) TITLE: Presdent SIGNATURE:/ Y DATE: 9/25/87 /l DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE - CARLSBAD, CA 92009-4859 (619)438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only JOB 55c? rSeVe-L7 ADDRESS 'LE1!J Wf PLAN ID NO. 2 7 ,_..t,1 ASSESSOR'S PARCEL NO. 7hi7 OWNER OWNER'S MAILING I A ADDRESS 8763 08/04/89 0001 01 05 Misc 205.00 CITY 7%i(j/(J,J'/ ZIP ?V 47' TELI!Z)C2O3 ,.. VALIDATION AR CONTRACTOR/ /• ESTMATED VALUATION CONTRACTOR'S I MAILING ADDRESS (7 ) ')c. ~, f - PLAN CHECK FEE 001 -810.00.008821 IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. Tie. £~s '-OO ' CITY ZIP TEL(6 . STATE ? BUSINESS t5-)_. -/?j LICENSE NO. ) LICENSE NO. SUBDIVISION LOT(S) LEGAL DESCRIPTION CHECK IF SUBMITTED: 2 ENERGY CALCS 21987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WORK 2 STRUCTURAL CALCS 2 SOILS REPORTS 0 2 SELF ADDRESSED ENVELOPES —DATE GIVEN! DATE SENT TO APPLICANT CONTACT PERSON j c27ot4;-f LA COSTA LETTER ADDRESS F c SCHOOL FEE FORM CITY GiCiii IT73 ZIP TEL.91+?---b51Z)P & E CORRECTIONS LIST * 2 : t,t.e2 - 57irj fJ CERTIFICATE OF OCCUPANCY APPLICANTS IuI(AIL71 (,,/ White - File Yellow - Applicant Pink- Finance Gold - Assessor ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: • .Tuje... N1 Isscr JURISDICTION: C45b/ PLAN CHECK NO: 7-503' SET: PROJECT ADDRESS: csee5 PROJECT NAME: awi- rIW-4ny +- &wn Rre- P/ JURISDICQN PLAN CHECKER FILE COPY UPS DESIGNER k f;71 The plans transmitted herewith have been corrected where N necessary and substantially comply with the jurisdiction's building codes. fl The plans transmitted herewith will substantially complj with the jurisdiction's building codes when minor deiçieh-4 cies identified are resolved and checked by building department staff. fl. 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 for your information. The plans are being held at Esgil Corp. until corrected p1ansare submitted for recheck. O 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: Esgil staff did not advise the applicant contact person that plan check has been completed. LI Esgil staff did advise applicant that the plan check has been completed. Person contacted: • Date contacted: Telephone #________________ REMARKS: 0, ly o IQ 1,7,n (.s hwf. S QS EyiI By: ' . Enclosures: ft - ESGIL CORPORATION c,/- I / GA • AA VW 0 DM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (6 19) 560I468 DATE: M&i )I- JURISDICTION: c2.vry Or- CAP-L-5125AD PLAN CHECK NO: R.u. SET: PROJECT ADDRESS: 'ZSSS RO')L r• PROJECT NAME: PjTr,3'C.ouc.-r I CT I FILE COPY UPS DESIGNER D The plan transmitted herewith have been corrected where necessary and substantially comply with th4 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. D The plans transmitted-herewith have significant deficiencies n identified o the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jur-isdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: DOEL. J. GOUt' E3CITA C.A. 0 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:________________________ V - MA'L- Date contacted: Telephone #________________ 0 REMARKS: By: I ESGIL CORPORA T'ION C CITY OF CARLSBAD PLAN CHECK NO. 87-509 REV. BRITTANY COURT MAY 19, 1989 Plans (details) showing revised fire protection should be signed by the Architect (Robert Royce) who has accepted responsibility for the design of the building. The revised sheet identified as 3rd floor framing plan is the flat roof framing plan. Will 3rd floor beams be protected as shown on original plans? IdentIfyon revised sheets, the original detail designation and the sheet no. of the original plans where the detail originally was shown. Identify approval source for the one-hour beam protection proposed. Please make appropriate response to above items and submit two sets of plans to Esgil Corporation at 9320 Chesapeake Dr., #208, San Diego CA 92123. If you have any questions, please contact Gene Meier of Esgil Corporation at (619) 560-1468. Thank you. Datez Jurisdiction CALAD — Prepared by* Bldg. Dept. VALUATION AND PLAN CHECK FEE Esgil PLAN CHECK NO. _7- O? BUILDING ADDRESS 255 RoOEULr 5-r APPLICANT/CONTACT • '-• ot)D' PHONE NO._________________ BUILDING OCCUPANCY -2 / DESIGNER PHONE_____________ TYPE OF CONSTRUCTION -tS3 PR.. CONTRACTOR PHONE_________ BUILDING PORTION BUILDING AREA IVALUATION MULTIPLIER V.A.LIJ.g REtJ. To 3TEEL 5gAtA F Air ConditioninE Commercial Residential Res. or Comm. -Fire Sorinklers Total Value Building Permit Fee $_ Plan Check Fee $ $ COMMENTS; SHEET OF_____ I2/87/eo4/t DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 4 ) (619)438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only JOB ADDRESS 2558 I2'0O5EVEL.T PLAN ID NO. S')- ~(Y? -,'--- ASSESSOR'S PARCEL NO. Zo3 - 107--35 , OWNER E.S,bF JJTU3L PL4-zA 3108 11/1f uuui. u I1isc 195.45 OWNER'S MAILING ADDRESS qqi zz-46~E , W4y' VALIDATION AREA CITY jjvj,7,4ç ZIP92,71/ TEL. CONTRACTOR f/EuQ( X( s h:i_- . ESTMATED VALUATION PLAN CHECK FEE 001-810-00-00-8821 CONTRACTOR'S MAILING /9?/ V/4t( ADDRESS €: IF THE APPLICANT TAKES NO ACTION• WITHIN 180 DAYS, PLAN CHECK FEES CITY ZIP ?2.07VTEL. 40;:rZ-033Z- WILL BE FORFEITED. STATE BUSINESS LICENSE NO. 03 9ffZ63ICENSE NO. I SUBDIVISION LOT(S) LEGAL DESCRIPTION CHECK IF SUBMITTED: 2 ENERGY CALCS 21987 ENERGY CALCS FOR _NON _RESIDENTIAL _BLDGS DESCRIPTION OF WORK 3 sTb2 2 STRUCTURAL CALCS OFFiCI iLD&-. 'S 4 0 2 SOILS REPORTS PAP-14Un- 0 2 SELF ADDRESSED ENVELOPES 1 4 4 9 fin-H&A.,f22L/ISiO/sJ ç on vis 10 DATE GIVEN! SENT TO APPLICANT DATE 41 CONTACT PERSON /'4E( LA COSTA LETTER ADDRESS ,gq / £'' Li4I- /W way SCHOOL FEE FORM CITY £/(J,Q7(' ZIP TEL. P & E CORRECTIONS LIST a CERTIFICATE' OF OCCUPANCY APPLICANT'S SIGNATURE DATE White. File Yellow . Applicant Pink- Finance Gold - Assessor ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: Nov. 4- I9'8 APPI CANT JURIS TION JURISDICTION: C.rr-# OF ECKER DFILE COPY PLAN CHECK NO: ResJ. SET: [J-UPS flDESIGNER PROJECT ADDRESS: 2S ROo.ELT PROJECT NAME:1rA.1C.00Rr E 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' utoe. RE.MIs ELo%J are resolved and checked:by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted .herewith is 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. U The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted:______________________ Date contacted: Telephone # on _______________ REMARKS: T-'iE. LIc.EsJsD PROFE5I0,JAL. .th-o SCDtJD - ACI.EPTED Re,f'oJsieILI-r/ FOP. Ti-4E. OPJ(IiAL DE,tC,L) IS guiD Th PLAI.J RVJsiOr. (Oe?.rr As) By: ed. _______ Enclosures:___________________ ESGIL CORPORATION Date a Jurisdiction 2..ARL,&t Prepared byt D Bldg. Dept. t'4EIER VALUATION AND PLAN CHECK FEE E3 Esgil. PLAN CHECK NO._7ô9 R'J BUILDING ADDRESS -258 Roosuei- APPLICANT/CONTACT PHONE NO.________________ BUILDING OCCUPANCY - DESIGNER PHONE_____________ TYPE OF CONSTRUCTION -11-1R_ CONTRACTOR PHONE, BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER *ALU-E pa,. FEE. - Rev FouJDA,o Is - - 18.lx 1,25 Iq5,4J Air Conditioninz Commercial _@ - - Residential Res. orComrn. -Fire Sprinklers Total Value Building Permit Fee Plan Check Fee $ $ 15' 4 CON M(NTS: SHEET _OFi 12/87 I1 FOTIADI- ENGINEERING, INC. CONSULTING ENGINEERS & PLANNERS 740 13th Ave. • Suite 407 • San Diego, California 92101 Tel: (619) 234-3775 STRUCTURAL CALCULATIONS CLIENT PROJECT LOCATION I BUILDING CODE FILE NUMBER DATE APPROVED BY irvy cpjjg] oU.1IoN4 aHAN. t? oo$iEL4 i- . ERIC C. FOTIADI RCE 35763 '7fl ] I - I 1TIL. :C-/-4C F1!1 . . ( NI V 1 I. . • I I ii I I I;' • I , .•. . . . - . . . . I • I - . i •. . . . , . • . I I $ I I I . . I - • I I I I • . I . • • :- - I : • . . . . - I . I - - I - ........ . • . . . I : . . . . I ••I .• - - I ................. • • : I • . I I . I . . . • . . . . . - -- . I . • ....... •-- .•,. - I--.., - 4 - - ..................I ... .- : - p 1 . I -i . . . : . 4 . ! • . * I i -; : • . . - -I•t . . . . I ...........I !: • . ..• - . I • I • • I I I . • . . I I , - I •._. .... • r . . - I 1 • . ... •I •• •: . l i_i; 1 • . • -i . .1 1. . • . . I I• • .1 I - • I I ., ... . . • . . . I•• !. I I LI F r H I I • H H - ._.•.. f.: •:..H.... .... - - - . 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