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HomeMy WebLinkAbout2742 STATE ST; ; CB891727; PermitBUILDING PERMIT 05/23/90 16:00 .. V Page 1 of 1; Job Address: 2742 STATE ST Str: Permit Type: COMMERCIAL TENANT IMPROVEMENT Parcel No: 203-181-19-00 V Valuation: 154,641 V Construction Type: VN Permit No: Project No: Development No: Fl: Ste: 5682 05/23/90 0001 01 C-PRMT CB89 17 27 A8902925 02 V 16119.00 Occupancy Group: B2 V Class Code: RP 89-5 Status: ISSUED Description: 9150 SF ANTIQUE. SALES 1 TENANT Applied : 11/02/89 BLDGS 2 & 3 PLUS ROOF ARCADE MAKE 1 BLDG Apr/Issue : 05/23/90 V Validated By: CD CONTRACTOR : WORTHING, B A INC . Lic. C NO . V PO BOX 1041 * CARLSBAD, CA 92008 *** Fees Required V7***. /Fee' Collected & Credits V V Fees: i ji'o.00Qj\) . Adjustments: / ,- Total Credits: \ .00 / Total Fees: . 1671000 7 '-Z. Total Payments: \ . 591.00 / /V• j\BalanceD u'e: \ 16,119.00 Fee description -_--..Un1ts-z'\FUnit Ext fee Data \ - Building Permit V J ( 832.00 Plan Check / . .1J 541.00 23.00 Strong Motion Fee \ I .. 5412:00 Y 'F.M.F./G.M.F. and Zone(99)\N (4.34.VO0/ / 434.00 1 NO FEE Traffic Impact Fee. Bridge Fee \ > 713.00/ / . 713.00 Enter Number of EDU's. i2 'N. '5T... .00 .00 MFF V \ ->.87 u\\\f / • V 8702.00. * BUILDING TOTAL 7) 16657.. 00 Enter "Y" for Plumbing Isue Fe'e/J>' C • V V 750 Y Eaáh Plumbing Fixture or Trap > 6.00-' 2.50 15.00 Each Building Sewer 1.00 6.50 6.50 V * PLUMBING TOTAL • V V • V 29.00 V Enter 'Y' for Mechanical Issue Fee> . 15.00 Y Each Install/Reloc Appliance .Vent > 2.00 . 4.50 . 9.00 * MECHANICAL TOTAL . . 24.00 IN (,9L APPROVAL DATE RANCE ZLS4L CFIY OF CARLSBAD V 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 ENGINEERING 05/23/90 16:15 Page 1 of 1. Job Address: 2742 STATE ST Permit Type: SEWER - OFFICE/WAREHOUSE Parcel No: 203-181--19-00 Description: CARLSBAD ART/ANTIQUE RETAIL/OFFICE/STORAGE Permitee: COSS DEVELOPMENT, INC. 1234 SANTA MONICA MALL SANTA MONICA, CA 90401 PERMIT Permit No: SE900070 5682 05/23/90 0001 01 02 C-PRMT 3850-00 Status: ISSUED Applied : 05/23t90 Apr/Issue 213 393-6028 Prepared By: DCM Permit Release Date Released : t*** Fees Required *FeesCollected & Credits / I Fees: 3,850>P - Adjustments: /00..--. ' .-Tet.a4/credits: .00 Total Fees: 3,8 0.00 fl\Y TotáLiPayment: .00 I aaiahcgr39.e:\ 3,850.00 Fee description I ./ Uni$?S. "-Fee/Unit Ext fee Data I <.-.. / ~21. \ (\ -J \ Office Square Foot age&-. / jl5.Q00 ,\ '-.00 5.08 Office Sewer Fee / \6350.00 0~ -2500.00 * SEWER TOTAL J 3850.00 '--1 61 CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT TYPE J A -'OMMERCIAL pNEW "'TENANT IMPROVEMENT B - U INDUSTRIAL DNEW DTENANT IMPROVEMENT C - DRESIDENTIAL DAPARTMENT DCONDO DSINGLE FAMILY DWELLING DADDITION/ALTERATION DDUPLEX DDEMOUTION ORELOCATION OMOBILE HOME DELECTRICAL DPLUHBING DMECHANICAL DPOOL DSPA DRETAINING WALL DSOLAR DOTHER EST. VA PLAN CX VALID. DATE C-PRIIT V 02 :5 ori - C Nearest earest cs c 4-fzL.-?,m--D LEGAL DESCRIPTION Lot NO. Subdivision Name/Number Unit No. Phase No. CHECK BELOW IF SUBMITTED: 02 Energy Cates 02 Structural Calcs 02 Soils Report Dl Addressed Envelope ASSESSOR'S PARCEL 3 1 Q I - V C1 EXISTING USE PROPOSED USE DESCRIPTION OF WORK -g Lv C, J31= d7- 7/Z) Sc PT BLDG. SO. FTG.9 OF ST ,. b-L& r71{& CONTACT PER S6II ' t MANIF 'tI N ADDRESS CITY i ZIP CODE 2_.- I DAY TELEPHONE GI -. SIGNATURE 72.7 5 APPLICANT []CONTRACTOR DAGENT FOR CONTRACTOR DOWNER [-]AGENT FOR OWNER NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE PRPERTY OWNER OWNER 6e0 (_oSS []LESSEE OTENANT NAME &OAS b-L.4 t' ADDRESS 17,-,6 Lj S0 i- c.— 4 A-L'-- CITY .A-4N- (LDAJCA- STATE ZIP CODE 9fD DAY TELEPHONE - go 2—S CONTRACTOR NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. # LICENSE CLASS CITY BUSINESS LIC. # SIGNATURE TITLE DATE DESIGNER NAME lJ.j ADDRESS j>o is a-/C. S2... I CITY )%_,.) irz.' STATE(.___ ZIP CODE 7_1 DAY TELEPHONESØ) 9 I STATE LIC. # Workers' Compensation Declaration: I hereby affirm that I have a certificate at consent to sets-Insure ISSUeD uy Cue tllrecwr UT ,rwSCr,, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800. Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE Certificate of Exception: I certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE 8. OWNER-BUILDER DECLARATION Owner-BuiLder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon,, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). C] I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Cede: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) Licensed pursuant to the Contractor's License Law). 0 I am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is except therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES [iio Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES MINO IF AllY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction tending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code). LENDER'S NAME LENDER'S ADDRESS APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPLICANT'S SIGNATURE DOWNER DCOHTRACTOR PHONE APPROVED BY: DATE: WHITE: File YELLOW: Applicant PINK: Finance Wyman Testing Laboratories 13230 Evening Creek Drive South Suite 210 San Diego, California 92128 (619) 486-0354 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE.STRESSED CONCRETE OREINFORCED GYPSUM DGLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS 2741 State Street NO. 90-259 ION WEEK ENDING 9-28 ' 90 OWNER OR PROJECT NAME Coss Canopy BLDG. PERMIT NO. 90105 PLAN FILE NO. - CONSTR. MATL ITVPE.GRADE.ETC.) ARCHITECT DESIGN STRENGTH SOURCE OR MFGR. ENGINEER __________ Harry F. Fletter DESCRIBE MATL. IMIX DESIGN, RE-BAR GRADE & MFGR.) A53 E70 Series Electrodes GENERAL CONTRACTOR B.A. Worthing CONTR. DOING REPORTED WORK Coast Iron Works LAB RECEIVING & TESTING CONSTR. MATL SAMPLES Wyman Testing Labs WELDING INSPECTION 9-26 Visually inspected the fillet welding of canopy frame connections in the following locations: canopy frame between Buildings 2742 & 2752 State Street. Certified welders were observed for proper welding procedures and techniques. Completed welds were inspected for size, length, location, and unless otherwise noted are free of visible defects and in accordance with the approved plans. This report concludes the welding inspection for this project. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS, ~N' (~N I SIGNATURE OF RE R INSPE TO - V TOF REPORT REGIS NUEfl Wyman Testing Laboratories 13230 Evening Creek Drive South Suite 218 San Diego, California 92128 (6:19) 486-0354 ' COVERING WORK PERFORMED DREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE DREINFORCED GYPSUM DGLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS 2742 State Street Carlsbad NO. 90-259 IOR WEEK ENDING 9-28 19 90 OWNER OR PROJECT NAME Coss Canopy BLDG. PERMIT NO. 89-1727 PLAN FILE NO. A8902925 CONS3fl. MATL LrVP..GBADE.TC.) Structural steel Assembly ARHITECT. oo wicker DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Harry F. Fletter DESCRLPE TL.JMIX DE5IGN. RE-BAR GBAOE & MFGR.I E7018 A36 Reint. Steel GENRAJ. CONTRACTOR Wind & Shd COTR. OOIrW REPORTED WORK coast iron works MATI. SAMPLES WELDING INSPECTION 9-24 Visually inspected the field welding of column to truss connections in the following locations: pads as per detail 1 on page SK7 of the engineers drawings. Certified welders were observed for proper welding procedures and techniques. Completed welds were inspected for size, length, location, and unless otherwise noted are free of visible defects and in accordance with the plans and specifications. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS.& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. ttl ZdS.G~.ARE OF R EG ISTER ED INSPECTOR- DATE OF EPOflT REGISTER NUMBER RECEIVED OCT 1 1 19U , SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6260 RIVEROALE STREET, P 0. BOX 20627. SAN DIEGO, CALIFORNIA 92120 (8 19) 280-4321 678 ENTERPRISE STREET. ESCONDIDO. CALIFORNIA 92025 (619) 746-4544 .JOB: ss Development Corp. ADDRESS: 2742 State Street TYPE INSPECTION Structural Steel Assembly MATERIAL INSPECTED: A$'.I!'I A53; Electrode 71T-11 SCST NO. 9.1. DATE 9012029 1 10-02-90 BLDG. PERMIT NO. PLAN FILE NO. 89-1727 A8902925 ITECT: Designer - Bob Wicker Harry F. Fletter CONTRACTOR: B. A. Worthina 09-17-90 Time Arrived: 0800 Tim Departed: 1600 Thomas Kriska Welder performing work: Edward A. Cruz, American Testing Institute, 508 CAQ #5003 dated 8-18-81, AWS 1.1-72. All positions fillet and/groove welds. Inspected fit up and welds for space frame canopy. Frame is being assembled on site. All horizontal trusses welded in shop. Welding about 20 percent caiplete. Fit up arxi welds per engineer details dated 9-4-90 and 7-30-90. AU work inspected appears to be in accordance with engineer's plans. DISTRIBUTION: (1) Wyman Engerprises, Inc. (1) City of San Diego SOUTHERN CALIFORNIA BOIL. AND TESTING. INC. IEWE$D ,BY Wyman Testing Laboratories 13230 Evening Creek Drive South Suite 218 San Diego, California 92128 (619) 486-0354 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE.STRESSED CONCRETE DREINFORCED GYPSUM DGLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFOACED MASONRY DPILE DRIVING DOTHER 2742 State St. JOB ADDRESS ---------------FOR Carlsbad WEEK 'I 90-259 "°' 9-21 ' 90 OWNER OR PROJECT NAME BLDG. PERMIT NO. PLAN FILE NO. Coss CanopFrame CONSTR-. MATL. (TYPE.GRADE.ETC.) Pjpe Cop Frame ARCHITECT DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Harry F. Fletter DESCRIBE MATL. (MIX DESIGNS RE -BAR GRADE & MFGR.) GENERAL CONTRACTOR ASTM A3 Pipe Wind & Shade CONTR. DOING REPORTED WORK P.1pi-rpdp AWS i71R Coast Iron LAB RECEIVING 6 TESTING CONSTR. MArL SAMPLES Wyman Testing Labs WELDING INSPECTION 9-18 Visually inspected the field welding of canopy pipe to pipe connections in the. following locations: per engineers plans at 22 places. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS•& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. zaei4z9A. 4~ ~'" z SIGNATURE OF RICGISVERED _!NSPECTOR DATE OF REPORT REGISTER NUMBER 31.0 C9: 31 TE T I HIG LE.ORATORY NO. 138 F002/E102 Wyman 13230 Evening Creek Drive South Testing Suite 218 • San Diego, Catornia 92128 Laboratories (619) 486-0354 - COVERING WORK PLRFORMEO LUEINroRcEr CONCRETE OsTRUCT. STEUI. ASSEMBLY WHICH IEOUI RED APPROVAL BY DPRE.STRESSEO CONCRETE [Job - OREINFORCED GYPSUM DOI.UE.LAM.FABRICAT,ON ThE SPECIAL INSPECTcJfl Op n- REINFORCED MASONRY - OPILE DRIVING DOTHER - ADDRESS 2742 State Street Carlsbad . ------- r. i wasif '°- 90-259 NUING 9-28 ii 90 OWNER Oil PIIOJECTUAMC COSS_Cançpy III-Do. PERMIT No. ]PLA.fl I'ILC NO. CONTR. MAT-1-ITVPW.C,iAtJIrc.i _________________________________ AflCTI __CI O5IGN STFf ENGTH sou,lcE OR MPI. gj -- Harry '. Fletter DESCRIDE MATL. IMI DsICr, RC.UAii GRADE & MFOR.r _________ A53 - LNRAI.. CPNTRAYOR B.A. Worthing E-70 Series Electrode Co CoastrR.00 IronanF o rg k w s jii4 TN To LAP RICKI & TITNa CPNTII ATL BAMPLIP Wyman Testing Laoora€ories WELDING INSPECTION 9-26 Visually inspected the fillet welding of canopy frame connections in the following locations: between buildings 2742 & 2752 state Street. Certified welders were observed for-proper welding procedures and techniques. Completed welds were inspected for size, length, location, and ur'lcss otherwise noted are free of visible defects and in accordance with the approved plans. This report concludes the welding inspection for this projec t. NOTES: All welds appear to be per the drawings and AWS. Complete report to be filed at a later date. 4 CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE P1SPECTEO ALL OF THE ABOVE REPORTED WORI(, J44ES$ OTHEPWISE NOTED I HAVE FOUND This WORK TO COMPLY WITH THE APPROVED PLANS SIECIiCATIONS,& APILiCAILE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. .11 r1fflo2 evnCl 999io eninev3 005C1 8(2 eIitjF MSe srnotiIs3 ,oeiCI nse 1ac6-a8 itha 'OTpiRJ EIITT flstfl'LW rtfeoT 2ehoJs1od6J vJaM32dA JØTd T3w4r2O T3war)Ro1v1liHJ o3MRO1011001fIVOa I,IOITAMJIQA9.MAJ.3VJ')(1 MU3Y3l04I.11O aTR3Ii03 ora-ni va JvoqA 10181VOBn H,IHW RHTOO aiuvia ajiD ''602AM oncpi&iiinD qO II0T3'4iI jAiq3 iir - -. I$Iw Io't ae 8-e - - V ees-ne ° ra V 3IaaA i9a2 9'6 O1 LJI' flA.J'T - .o r,1,nq I pdiwwo V YgonnO eao ifrflA - - - - iiieV ,' lall V HUI _______ __ poA$1?IIc3 .S 110 - 1.H&V'M £a*nonAu. biI TZ __ .iM iiWb' pti(tJdW A#6 iii* 1-I0q!iiThOa .RTiO l ow noI B6oD V • • V ti DV UAl.TAkflrCIiITR17 DHj]1I1DP.0 891 O&1Oc1Li •I1L.1B9T namy , wox'raqewi owiciaw 4 9lflA •YQ0n8Z 1c, n1bJew JeMa odi heJn9clenj yJ1zLaiV £tV Rnzb.tIIid noewed zeriolisoo.1 •pnlwoLlol er ni 1.113 ønhJo • 21LLb.[9W 9iqO] bDvl9ad0 919W e19ILL9W V .?9Upiri(ft9i bn6 noitrDo1 t fiqnéi I es12 b9sjani ew Pfilew b9iQq;o:) V iii bna ejo9iob e1dk1v l o sail gm bion oetwisd io ae.,Iu hu V .era1q bovoq3l (1 ililW B1d1 zo! no1ieqeni enib1w orfi e.obuiono ciq9,. ahiT V • V V . .9Oq • .2WA boa atitwb etii ThQ 9d oi la sqq e a-bJ9w I!A :ITO V • V .eS&b i9i61 E in helil. 9c1 Oi %oqe1 919.Lgfl1) V rI1 A L • •_• • V • .• -- I — QY&Ukv~y- ---- - -FixamuR nufaccon V TflOqaRV90 Afi 3WA).M03 RO IiOiT/UTRE UVOOA UHT 40 .IJA fVAW.J TM-IT Y11TF3) VUR3H r aiup 3vAH I QtCI1 tWRIsTO 03t1 ,1I'0 T4Q'I3P ,9.b4,01TAV113V8 WW4 C2VWI9RA £11-IT .4TIY V./LO OT J DARIJIU000310 OA2 40 VTi3IT 40 E001YOU,3AIJA L_SPECIAL INSPECTION SERVICE REGISTERED INSPECTOR'S WEEKLY REPORT IN0.qoo,4 I, ERING WORK PERFORMED CH REQUIRED APPROVAL IV SPECIAL INSPECTOR OF F 0 REINFORCED CONCRETE 0 PRE.STRESSEO CONCRETE REINFORCED MAS01SY STRUCT. STEEL ASSESSLY 0 GLuE.L*. FABRICATION (J REINFORCED GVPSLJI 0 OTHER Q PILE DRIVING RESS D1 '-li ZTccTc sT BUILDING PERMIT NUMBER SCI — PLAN P11.5 NUMSEN OWNENON PROJECT NAME ACNtECY CONSTR. MATI.. ITWOR, GRADE. EYC.I DESIGN SYRENOYW I SOURCE ON UPON. I ENGINEER 4A DCSCRI UAYI..IUS* CIRGIGN. IS C.0110 GRADE & UPON.. RELO.NOD. ETC.) A GENERAL CONTRACTOR CON TN. DOING REPORTED WORK iZo LoQS ELir E7fT!J LAS. RECEIVING I TESTING CONSTR. UATL. SAMPLES INSP'H. DATE 7491 LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS. PROGRESS. REMARKS, ETC. INCLUDES INFORMATION £501.1, - AMOUNTS OF MATERIAL. PLACED OR WORK PERFORMED;NUMBER. TYPE. I 10914T. NO'S. OF TEST SAMPLES TAKEN1 STRUCT. CONNECTIONS IWELOSMADIE. N.Y. DOLTS TORQUCDI CHECKED ETC. OZcO . Ebw^aL A. ': 4 " ;cAJ TT7 Jc jtTTuT c*3 ? Ljl LL31 &L P'(Fi F,LLCi cc of) \o& scAL- c(?A(-E - F(° v-' c :'.)C- 'ô& N~oi &LTZt.icss uttt t5) ,'KT &o7^ C, DLiTh-. V T o p-t iJ -r EkJG-1 &i2., 9,-10 -o-°O. P-LL KiPcTt PPPez (1z fr-i b4 CL aaNAAJCC LAt.s i-i CERTIFICATION OF COMPLIANCE Southern California Soil & Testing, Inc. $210 RIVERDALE ST.. P.O. BOX 20127 IAN 01200, CALIF 12120. PHONE 210.4321 I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED, I HAVE FOUND THIS WORK TO su Gw At UN £ OF REGISTERED iN SPEC TON COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS. AND APPLICABLE — - 150 1( SECTIONS OF THE GOVERNING BUILDING LAWS. DATE OFREPORT REGISTERNUMSEN JAPPLIfM 1SDICT ION PLAN CHECKER )FILE COPY !UPS 'DESIGNER t - v-• .-''::••:• a, a' ••' -' ' • ES'GIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) S60-1468 DATE: 2 J99'O JURISDICTION: c,r - PLAN CHECK NO: ce à'g-17z7 SET: 11/' PROJECT ADDRESS: 7,7j PROJECT NAME: ('A Pp 47,c . 77/ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. E The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified - . . are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on-the enclosed check list and should be corrected and resubmitted for a complete recheck. ç— The check list transmitted herewith is for your information. ' The plans are being held at Esgil Corp. until corrected pla•ns are submitted for recheck. fl The applicant's copy of the check list is enclosed for the 1I jurisdiction to return to the applicant contact person.. 0 The appliant's copy of the check list has been sent to: Is Esgil staff did 'not advise the applicant contact person that plan check has been completed. o Esgil staff did advise applicant that the plan check has been completed. Person contacted:________________________ Date contacted: . Telephone t________________ REMARKS: 0 . . By:Jy, EL) 4E2f Enclosures: ESGIL.CORPORATION ../ OGA DAA Dvw 0DM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560.1468 DATE: 1 99O DAPPLICANT fUKISDTc JURISDICTION: C,ci"S&LP PLAN CHEC DPILE COPY PLAN CHECK NO: C-B 89-/7z7 SET: DUPS P DES IGNER PROJECT ADDRESS: 7,5;-'?- TT 7• PROJECT NAME: CMeL5o 4("rS 9 , #vri9 J The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. Ei The plans transmitted herewith have significant deficiencies U identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. ' The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. 5 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: /?ô, Esgil staff did not advise the applicant contact' person that plan check has been completed. FM Esgil staff did advise *applicant that the plan check* has been completed. Person 'contacted:& Date contacted:_________________ Telephone 39 / REMARKS: _) r'4 r rr P / Z44" I r A I i/tf7i/ /4T1(7#/ _7; c, .ci7 By :z4,4//& ,'fJ c Enclosures: - ESGIL CORPORATION GA DAA Dvw 0DM JJ4 c::!3 S/7Z7 J,&ioj 2osNôr ,CIO O ,i '.i #o S (c ,, m Let ,oi - 1 oqp Arn o __ 7-,c lle,t'ati 7fJ9 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: C',7- O,' tel LJPLANCHECKER / []FILE COPY PLAN CHECK NO: C8 ô9 /7Z7 SET: - DPS flDESIGNER -J PROJECT ADDRESS: 2_7.h1 S7A7E i / PROJECT NAME:'p.fc 't$ 1,i7j,o; P'1j fl,The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. E. 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. The check list transmitted herewith is for your information. The plans are being held atEsgil Corp. until corrected plans are submitted for recheck. EJ 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: A&,%? 1 hJi EZ4P I 2L Esgil staff did not advise the applicant contact person that plan check has been completed. J Esgil staff did advise applicant that the plan check has been completed. Person contacted: _&)6 i,'/c-c4' : Date contacted: Telephone #______________ 0 REMARKS: By: /7A-#II,k' 1) Enclosures:____________________ ESGIL CORPORATION ' lI-c4 GA LJAA VW 0DM 'K PLAN CORRECTION sHcr TENANT IMPROVEMENT /01 J0 PLAN CH1KX NO: Uip c99',1727 Date plans received by jurisdiction: JURISDICTION: CAn /7- 2- - Date plans received by Esgil Corporation: TO: /7 Date initial plan check completed: By:)4tt//C éi117 PROJECT DATA Applicant contact person: OCCUPANCY: _48 1041 th? _ tO/Cb'Tel. 589cá/ BUILDING USE: //C I f1 I L FOD: PLEASE READ TYPE OF CONSTRUCTION: It -elorp .Z- .. .3 JkW Plan check is limited to technical requirements ACTUAL AREA: .57 60 S 7 3 contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National ALLCARLE AREA: - Electrical Code and state laws regulating energy conservation, noise attenuation and access for the SE:./ / - handicapped. The plan check is based on 1 regulations enforced by the Building Inspection HKI: I - Department. You may have other corrections based I on laws and ordinances enforced by the Planning SPRThKL: - Department, Engineering Department or other departments. Code sections. cited are based on the O(XUPARXIfl&D: /9OI /( 1985 UBC. The circled items listed need clarification, modification or. change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck mrocess. note on this list -(ora copy) _where each correction item has been addressed, i.e.. plan sheet. specification, etc. Reset o enclose the marked um list when you submit the revised plans. NOTE: PACE NUMBERS ARE NOT IN SJICE AS PAGES HAVING NO ITM wmc CORRECTIONS WERE BELEM. LIST NO. 90, TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1985 UBC 11 On the first sheet of the plans indicate: Type of construction of the existing building, present and proposed occupancy classifications of the remodel area and the occupant load of the remodel areas and the floor where the tenant improvement is located. 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. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UMC and UPC and 1987 NEC. Provide a fully dimensioned floor plan showing ( the size and use of all rooms or areas within the space being improved or altered. Draw the plans to scale and indicate the scale on the plan. Indicate the use of all spaces adjacent to the area being remodeled or improved. 5 Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Cog,e. F 'e "~K - 5'. Provide the correct address and suite number o ' tenant space on the plans. Section 302. J 1. 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, CA 92123, (619) 560-1468. 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: The jurisdiction's building department. Indicate on the Title Sheet óf•. the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. Show any existing fire rated area separation walls, occupancy separation walls, demising walls, shafts or rated corridors. Identify and provide construction details for proposed new fire rated walls. Specify on the plans the fire ratings of assemblies to protect proposed openings in existing or new fire walls. 7. Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 302. When the character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. Please provide complete details to show the building with comply. Section. 502. Q UBC Section 304 requires the Building Official to determine the total value of all construction work proposed under this permit. The value shall include all finish 'work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing Systems and any other permanent equipment. Please provide a signed copy of the designer's or contractor's construction cost ,, /estimate of all work proposed. Provide a plot plan showing the distance from the building to the property lines and the location of tenant space (or remodel) within the building. . Identify existing walls to be removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. 19. Provide a section view of all. new interior partitions. Show: XType, size, and spacing of studs. _`Indicate gauge for metal studs. Specify manufacturer and approval number or -- indicate "to be ICB0 approved". Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). Wall sheathing material and details of attachment (size and spacing of fasteners). Cd) Show height of partition and suspended ceiling, and height from floor to roof framing or flooFfaming. 5 5/16/89 . 2 Provide notes and/or details to show that the ( floor and wall finish in toilet rooms are surfaced with a smooth hard non-absorbent material extending five inches up the wall. Similar surfacing shall be provided on the Walls from the floor to a height of 4 feet around urinals and within water closet compartments. Section 510(b). Note on the plans: "All interior finishes must comply with Chapter 42 of the UBC". Specify "class flame spread rating (minimum) for ..11 0 Lateral bracing for suspended ceiling must be provided. (UBC Table 23-J) Where ceiling loads are less than 5PSF and not-'supporting interior partitions, ceiling, bracing shall be provided by four No. 12 gauge wires secured to the main runner within 2 inches of the cross runner intersection and splayed 90_ from each other at an angle not exceeding 45_ from the plane of the ceiling. These horizontal restraint points shall be placed 12 feet o.c. in both directions with the first point within 4 feet of each wall. Attachment of restraint wires to the structure above shall be adequate for the load imposed. 4'. In buildings having floors and roofs of wood f frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no concealed space exceeds 1,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space / has sprinklers, then 3,000 s.f. and 100 L.F.). z/. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has / sprinklers, then 9,000 s.f. and 100 L.F.). The tenant space and new and/or existing (. facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet Title 24, Part 2. 2/_ The width of the required level area 'on the side into which doors swing shall extend 24 inches past the strike edge for exterior doors and 18 inches past the strike edge for interior doors. Section 2-3304, Title 24. Specify lever-type hardware for passage doors on floors accessible to the disabled. . Section 2-3304, Title 24. 28. If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If "both sexes will be employed and the total number of employees will not exceed four", and only one restroom is provided, note the words in quotation above on the floor plan. Section 705. Lo(0 0---- p4'. In areas where the occupant load exceeds -, two exits are required. See_______________ / . Table 33-A. 0. Provide an exit analysis plan (may be 8 1/2" x ( 11" or any convenient size). Exits should have a minimum separation of one- half the maximum overall diagonal dimension of / the building or area served. Section 3303(c). 2. The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3303(a). Rooms with more than 10 occupants may have one (, exit through one adjoining room. Revise exits to comply. Section 3303(e). /f. Exit signs are required for exits serving an .occupant load exceeding 49. Show all required exit sign locations. Section 3314(a). Show that exits are lighted with at least one ( foot candle at floor level. Section 3313(a). Show the locations of existing exits from the ( building and show the path of travel from the remodel area to the existing exits. 37. Note on the plans: "All exits are to be openable from inside without the use of a key 0 or special knowledge". In lieu of the above, in a Group B occupancy, you may note "Provide a sign on or near the exit doors reading THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS /:b OURS".Section 3304(c). it doors should be a minimum size of 3 feet y 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304(e). () Exit doors should swing in the direction of egress when serving an occupant load of 50 or more or when serving any hazardous area. Section 3303(b). Applies to door(s)_________ A t.., Y7 I%# T 0 5/16/89 3 40/'Regardless of occupant load, a floor or landing / not more than 1/2 inch below the threshold is* required on each side of an exit door used for disabled access (maybe 1" maximum where not used for disabled access). Section 3304(h). Doors should not project more than 7 inches I into the required corridor width when fully opened, nor more than one-half of the required , corridor width when in any position. Section 3305(d). /Cz. Revolving, sliding and overhead doors are not ( permitted' as exit doors if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304(g). 03.Exit doors from assembly rooms with 50 or more occupants shall not be provided with a latch or lock unless it is panic hardware. Section 3318. A#0101 / 7) 6iTI1 BlaJ 4$" Double acting doors are 'not allowed when serving a tributary occupant load- of more than 100, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped with panic hardware. Section 3304(b). Corridors must provide continuous protection to / the exterior of the building. Interruptions by an intervening room is not permitted. Foyers, lobbies or reception •rooms constructed as required for corridors are not considered intervening rooms. Section 3305. jL Corridors and exterior exit balconies serving / 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Section 3305(b), 4'. When a corridor or exterior exit balcony is ( accessible to the handicapped, changes in elevations shall be made by.means of a ramp. Section 3305(f). 48( When two exits are required, dead end corridors 7 and exit balconies are limited to 20 feet. Section 3305(e). 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. One story buildings housing Group B, Division 4 occupancies.. Section 3305(g). r(non-rated corridors are used per 1985 UBC, if Section 3305(g), Exc. 5, provide a reference to .the corridors on the floor plan, noting: Corridors are non-rated per Section 3305(g), Exception 5, 1985 UBC. Smoke detection system must be listed by the State Fire Marshall and be a supervised low voltage system with combination audible and visual signals with battery backup. Smoke detectors shall be maximum 30' on center. Combined audible/visual signal device(s) shall be installed just inside of each exit door from the corridor, also all locations in the corridor must be in sight of a signal device. Power supply shall be dedicated branch circuit. Circuit disconnecting means shall be accessible only to authorized personnel and shall be clearly marked FIRE ALARM CIRCUIT CONTROL, with a lock- on device. /(1. 1985 UBC Section 3305(g), Exception 5, cannot be used for non-rated corridors in a fully sprinklered office space if the occupant load in the space exceeds 100. 1985 UBC Section 3305(g), Exception 5, is applicable to the office space but does not apply to the common corridor where the tributary occupant load appears to exceed 100 occupants. When 1985 UBC Section 3305(g), Exception 5, is ( applied for corridors on one floor., the corridors on the lower level(s) must be rated if these lower corridors serve more than 100 occupants. The tributary load from the upper level(s) shall be the total occupant load from the above level(s). Clearly show where the non-rated corridor system terminates and a rated corridor system commences. 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). 5/16/89 4 Show rated corridors, lobbies, reception or .,.foyers cross-hatched on the floor plans. 7.Total area of all openings, except doors, in any portion 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). Provide a complete architectural section of the corridor, or exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, ceiling and /all penetrations. Section 3305(g). Show the location of fire dampers. Provide fire -dampers at duct penetrations of fire- rated occupancy and area separations, shafts and corridor walls and ceilings. Section / 4306(j). If building exceeds two stories, show corridor ( is separated from elevator shaft. Sections 3304(g)(h) and 1706(a)(b). (See I.C.B.0. / interpretation). 61 Provide evidence of Health Department approval (for restaurants or for tenants using X-ray equipment). KZCMC,1 () Submit plan showing location of all panels. 63 Submit panels schedules. f56 Submit electrical load calculations Indicate existing main service size. Indicate existing total main service load. Indicate new additional loads. 6 Indicate wiring method, i.e. EMT, metal flex. 69 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. 0. Provide receptacle(s) within 25' of the roof mounted A/c units. UMC Section 509.: 1 Provide multiple switch lighting controls per CAC,. Title 24, 2-5319. Provide an electrical plan for the alarm system showing compliance with criteria described under earlier correction number 50. 73. Provide mechanical ventilation in all rooms capable of supplying a minimum of 5 cubic feet per minute of outside air with a total circulation of not less than 15 cubic feet per minute per occupant. Section 605 and 705, UBC. 74 Provide mechanical plans showing existing and proposed HVAC equipment, ducts and access to equipment. 75 Detail access and working. clearances to HYAC equipment. 76. Cooling coils or cooling units located in attic or furred space, where damage may result from condensate overflow, shall be provided with an additional water tight pan of corrosion resistant material to catch overflow if primary condensate drain becomes clogged. Section 1205, UMC. 7. 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). QProvide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1219. Provide drain; waste and vent plans. 0. Provide water line sizing calculations. UPC Section 1009. 1. Detail how floor drain trap seal is to be maintained. UPC Section 707 (floor drain trap priming). 2 Show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 1007(e). 08 ?Show 1/4" per 12" slope on drain and waste lines. UPC Section 407. ENKRGr .84. Provide complete energy design calculations, including all existing design and new energy design for this building. See attached non- residential energy design checklist. 85 .For remodels in an existing conditioned space, show that the remodeled space will use not more energy than the existing space or show the remodeled space will conform to latest energy design standards. 6/8/89 . 5 86. Please see additional corrections or remarks that follow. 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__________________ M# &)4# at Esgil Corporation Thank you. /45 I1/ 45 ppL/ 5A 7 - 8a v 2I dc,r,r,4/C F( '- 22. t ./'•• -. Enclosures:. 4 td Z5 c?r' ,Ie 01 I ?-€4 A, ,?) Ar—a) / 44( •.5u O7 r74e ii, r Jo1 lt//k j2i / j t4$ 15 1' J?t€7/6 fie7/'S , c. 5/16/89 . 6 REMODEL OR TENANT IMPROVEMENT CONSTRUCTION VALUATION The Building Official is mandated by State law to determine the value of work proposed in each application for a Building Permit. The value to be used, shall be the total value of all construction work for which the permit is issued as well as all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevators, fire exting- uishing systems and any other permanent equipmenti Uniform Building Code Section 304 (a) * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * APPLICANT PLEASE COMPLETE SITE ADDRESS PLAN CHECK NO.____________ DESCRIPTION OF PROPOSED WORK_________________________________________ AREA OF REMODEL__________________________________ TENANT IMPROVEMENT_____________________ ADDITION_______________________________ PROPOSED WORK INCLUDES: NEW SUSPENDED CEILING EJ YES NO NEW HVAC c: YES .NO NEW FIRE SPRINKLERS YES CD NO NEW PARTITIONS YES EJ NO NEW PLUMBING YES c: NO NEW ELECTRICAL YES c: NO HAS A CONTRACTORS ESTIMATE BEEN RECEIVED FOR THE PROPOSED WORK?( ]YES ( ]NO ITEMIZED COST ESTIMATE IS ATTACHED [ I YES I I NO I CERTIFY THE VALUE OF ALL PROPOSED CONSTRUCTION WORK COVERED BY THE PERMIT APPLICATION INCLUDING: ALL STRUCTURAL WORK, FINISH WORK, PAINT- ING., ROOFING, ELECTRICAL, PLUMBING, HEATING, AIR CONDITIONING, ELEVATORS, FIRE EXTINGUISHING SYSTEMS, AND ALL PERMANENT EQUIPMENT IS:$___________ THIS VALUE IS BASED ON.: DESIGNER'S ESTIMATE CONTRACTOR'S ESTIMATE ED OTHER, DESCRIBE BASIS_____________________________ THE ABOVE INFORMATION IS TRUE AND CORRECT APPLICANT DESIGNER CONTRACTOR PLAN CHECKER USE ONLY THE VALUE IS ACCEPTABLE = YES NO AN ITEMIZED COST BREAKDOWN IS REQUIRED TO CONFIRM THE ESTIMATED CONSTRUCTION VALUE. YES CZ1 NO BY:_______________________________ DATE: 4/22/85 Page 10f2 Remodel Or Tenant Improvement Information Form Plan File No. Cog ('9r)727 Jurisdiction ôç— (!ici342 Project Address . j7)9-7E S 7' Date REMODEL OR TENANT IMPROVEMENT BUILDING CODE INFORMATION REQUIRED PRIOR TO PLAN SUBMITTAL In order to complete a plan review of a remodel or tenant improvement within an existing building it is necessary that the information in Items 1-11 be provided or the approved plans be provided for the existing building. 1. Circle the existing type of construction for this building: I, II-FR., II-lhr., II-N, III-lhr., Ill-N, IV., V-lhr., V-N Does this building have fire sprinklers throughout? Yes No 3. Does the proposed project create a change. in use or occupancy classification? Yes No Describe the previous use of the project area Describe the proposed use of the project area Existing Building Area How many stories are in this building? Improvement Area_______________________________ What story is the improvement on?________________________________________________________________ Does this project involve alterations to: G : Existing fire walls Yes No Existing floor or roof loads Yes No Existing building structure Yes No Existing HVAC equipment Yes No If "YES", see 010 below Existing electrical service loads Yes No Existing lighting Yes No If "YES", See #10 below 07. What is the approximate date that construction of the existing building was permitted? ENERGY CONSERVATION Which of the following were checked and approved for Title 24 Energy Conservation at the time the original building was approved: Building envelope Yes No HVAC equipment Yes No Area lighting Yes No Water heating Yes No Will the proposed project significantly alter any element that was approved? Yes, No If "YES", see #10 below HANDICAPPED ACCESS FACILITIES Which of the following has been approved for compliance with the handicapped access Standards of Title 24, CAC: Parking & access to the building Yes No Building entrance doors Yes No Building stairs & elevators Yes No Existing public restrooms Yes No 0.. ENERGY DOCIJENTATION Remodels to existing conditoned spaces require that a Form CF-1 (attached) be completed, signed and imprinted on the plans. Additionally, if the building envelope, lighting or HVAC equipment are to be altered or added, appropriate State required documentation must be submitted. . . Provide copies of all existing CF-1 Forms for this building. Provide a copy of any existing approved energy design for the building. 12/16/87 Page 2 of 2 11. PLANS Plans shall clearly show all demolition and new construction proposed. cAan5 shall clearly show exit systems, fire rated construction details, occupancy require- ments, handicapped access provisions and other requirements necessary to show the work will comply with adopted codes and ordinances. If structural revisions or increased live or dead loads are proposed the structural plans details and calculations shall be provided and shall be signed by a California licensed engineer or architect. If electrical system revisions or increased electrical loads are needed provide electrical plans and specifications showing location of panels, panel schedules, existing service size, existing building load, additional loads, wiring method, exit signs and emergency lighting when required. e. If plumbing revisions or additions are proposed provide plumbing layout, details and specifi- cations. Include sizing calculations when necessary to justify pipe sizes. All sheets of the plans are requried to be signed by the responsible designer. Information is provided by Title Date *1/?1-87 Prepared byi /4/- teal i Jurisdiction Of aets;' o Bldg. Dept. VALUATION AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO. C9 BUILDING ADDRESS _27 1 2- L5'7*TE ST APPLICANT/CONTACT 8128_ith_/'4 PHONE 1O. BUILDING OCCUPANCY B- DESIGNER PHONE__çq-t)- TYPE OF CONSTRUCTION Vi'/ CONTRACTOR PHON— BUILDING PORTION BUILDING AREA VALUATION,,-' MULTIPL?tR VALUE 4L. • Air Conditioninj Cornmercial./. " Residen,iY Res. or Cqmn3V Fire SDrinklers - Total Value Bui1din Permit Fee S__ 70 Plan Check Fee $ S COMMENTS: ... . SHEET' OF_____ 12/87 Date iii 21-8 7 Prepared by 9__,E't1t4 Jurisdiction Of D Bldg. Dept. VALUATIONANDPLANCHECKFEE 0 Esgi]. PLAN CHECK NO 1:128: BUILDING ADDRESS •J 79 _I_V- __L5 7F_S7 APPLICANT/CONTACT 8i _iii, _AI&ER PHONE NO. BUILDING OCCUPANCY - -_..EZ..-' DESIGNER PHONE___________ TYPE OF CONSTRUCTION CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE / / 4,4 Frl Cc __•__ • ._/. ____ _______ • ____ ___ _____ Air ConditioninE Commercial Residential .• ._/ ____________ _____________________ Res. or Comm. -FireSorinklers / Total Value / Buildind Permit Fee S $ Plan Check Fee S CON MEN 7S, SHEET' OF 12/87 Date 60,9 Jurisdiction 0f aees,," Prepared byi o Bldg. Dept. VALUATION AND PLAN' CHECK FEE 0 Esgil PLAN CHECK NO. 6'-9 9 49r-/7_2 BUILDING ADDRESS 279a- 7/T Z.- 77E sr APPLICANT/CONTACT fiJj PHONE No. BUILDING OCCUPANCY - DESIGNER PHONE -f"- TYPE OF CONSTRUCTION CONTRACTOR PHNE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER LUE ôF /1 o. 9çLY i • ____ ________ Air Conditioninz Commercial— Residential Res. or Comm./ Fire Srinkers - Total Valu/ I I (_,g, 7' z, 11 Building Permit Fee $ • • • Plan Check Fee $ $ I • I c_-o COMMENTS: • SHEET• OF______ 12/87 BUILDING PLANCHECK ENGINEERING CHECKLIST DATE:_____ ITEM COMPLETE PLANCHECK NO.8?/727 ITEM INCOMPLETE - NEEDS YOUR ACTION 1 2 3 2712 5zi67- S N R X ITEM SELECTED Too C C C PROJECT ID: CñES5,W 1itT11'776 H H H E E E LEGAL REQUIREMENTS C C C K K K Site Plan "D E 1. 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, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. Provide legal description andAssessors Parcel Number—.-*-) Discretionary Approval Compliance No Discretionary approvals were required. V' 5. Project complies with all Engineering Condittons of Approval for Project No. k'P8r—S (o,e ii) Project does not comply with the following Engineering Conditions of Approval for Project No.______________________ Conditions complied with by: Date: Field Review Field review completed. No issues raised. Field Review completed. The following issues or discrepancies with the site plan were found: (y&ZXI ,irf - A. Site lacks adequate public improvements. B. Existing drainage improvements not shown or in conflict with site plan. - C. Site is served by overhead power lines. D. Grading is required to access site, create pad or provide for ultimate street improvement. FRM001O.DH 08/29/89 Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. Other: Dedication Requirements V 9. No dedication required. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 84" x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: Dedication completed, Date: By: Improvement Requirements No public improvements required. to occupancy. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit. for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are:__________________________________________ Improvement plans signed, Date: By: FRM001O.DH 08/29/89 ! 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date_______________ By:______________ Grading Requirements 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). V'14. No grading required as determined by the information provided on the site plan. 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date:_ By:_________ Mi scell aneous Permits _i16. Right-of-Way Permit not required. X 17. Right-of-Way Permit required. A separate Right-of-Way Permit issued by V&2 Engineering Department is require for the following: repzic a/lj/ hôki f OI)&7 ,f?er trb aiicu/r 5,a!AJa4 18. Sewer Permit is not required. X 19. Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. V"0. Industrial Waste Permit is not required. FRM001O.DH 08/29/89 r 21. Industrial Waste Permit is required. Applicant must complete an Industrial Waste Permit Appliction Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. -. Industrial Waste Permit accepted . Date: By:_________________ Fees Required wM 22. Park-in-Lieu Fee Quadrant:_____ Fee per Unit: Total Fee:_______ X 23. Traffic Impact Fee Fee Per Unit:' /6()0 Total Fee: 434.30 04~ 434 24. Bridge and Thoroughfare Fee Fee per Unit: Total Fee:'717-.0 WI/I 25. Q 32-4 DT Public Facilities Fee required. 26. Facilities Management F Fee: No Fer 4-27. Sewer Fees 5CF00070 EDU's Fee: IVIA 28. Sewer Lateral required:__ Fee:________ K REMARKS: RP8?-5 ,- y (ieo ñny br or ur S// 9C a 1/ & L=;rod rIOC ENGINEEgING AUTHORIZATIQN TO ISSUE PERMIT BY: Date:______ ,4/*: Znakaec 14 tie. 5-1-71.qO &/f ' 0 F FRM001O . DH 08/29/89 qiio b PLANNING CHECKLIST Plan Check No. -)2Z7 Address 71Z- S/_c+ APN: -$)-I Planner /77,hei MSJ" Phone 438-1161 (Name) Type of Project and Use (mM '71- 'II I Zone Facilities Management Zone Legend 10 41 Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number that deficiency 1) was identified DO 0 Environmental Review Required: YES _____ NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 9 El F-1 Discretionary Action Required: YES NO _____ TYPE 713 APPROVAL/RESO. NO. DATE: PROJECT NO. ,/? ______ OTHER RELATED CASES: Compliance with conditions of approval? If not, state ;onditions which require action. / L Conditions of Approval 00 0 Coastal: YES NO DATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 000 Landscape Plan Required: YES NO See..attached submittal requirements for landscape plans r Site Plan: - 00 0 Provide a fully dimensioned site plan drawn to scale. Shbw: North. arrow, property lines, easements, existing and proposed structures,, streets, existing street improvements, right-of-way width and dimensioned setbacks. 00 0 Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, 'existing topographical lines, existing and proposed slopes and driveway. 00 0 Provide legal description of property. Do 0 Provide assessor's parcel number. Zoning: 00 0 Setbacks: Front: Required Shown Int. Side: Required Shown Street Side: Required Shown Rear: Required Shown 00 0 Lot coverage: Required. Shown DD 0 Height: Required Shown DO 0 Parking: Spaces Required Shown Guest Spaces Required Shown Additional comments and remarks have been made on the building plans. These marked-Up plans may be picked up at the Building Department. These marked- up plans must be resubmitted with the revised plans for this project. Have plans been marked up? YES Additional Comments NO L Pr tg OK TO ISSUE DATE ______________ (.5/ 1•1/ PLNCK. FRM 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted -. Date: By:_________________ Fees Required (111/I 22. Park-in-Lieu Fee Quadrant:_____ Fee per Unit: Total Fee: Traffic Impact -Fee Fee Per Unit: ' I6 Total Fee:it.3O A. Bridge and Thoroughfare Fee V25. Fee per Unit: C)o Total Fee:71l.O W Public Facilities Fee required. Facilities Management Fee Zone: / Fee: D Fey-- EDU's______________ Sewer Lateral required:____________________________________ Fee: REMARKS:RP8 -5 (e cJr,.l,r) 1wr /p,00 yi ZiQy b,eJ? or v-cIS &','k, 'oir, wd.s/v e2 /t9' i9'ôrn'&9c cjla// , rtxzrerJ ,r,oP ii) 2zJ?Cy'. ENGINEERING AUTHORIZATIQN TO ISSUE PERMIT BY: Date: 5z* ____________ NrIc ta ?dsCo/2:: %n" ue. #-11,qo /&/~/ FRM0010.DH 08/29/89 k COMMERCIAL/INDUSTRIAL APPLICATION FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT - CITY OF CARLSBAD R P-*kq—.5 APPLICATION: NEW______________ BUILDING P.C. NO.:___________ (CHECK ONE) REVISED__________ APPLICATION NO.:_____________ INDUSTRIAL CLASS:______________ BY DATE: Signature of City Representative APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT A. GENERAL: APPLICANT: TYPE OF BU APPLICANT'S ADDRESS: tz4— c3,1 b44_.t1 , ~1A41 tZzl 1 WASTES AND PROCESSING: (Check where applicable) IRJ Domestic Waste Only —J Industrial Waste fl Industrial Waste NOT Discharged to Sewer Discharged to Sewer GENERAL DESCRIPTION OF WASTE (Chemical apd Physical Characteristics of proposed waste): le3s l vi I?_és1-v0,2 zg,1. GENERAL DESCRIPTION OF PROCESS (If Applicable): WASTES TO -BE DISCHARGED TO SEWER: WASTE: TREATED: QUANTITY: AVERAGE GPD (Check One) UNTREATED: (Daily) MAXIMUM GPD (Gallons Per Day) APPLICANT OR REPRESENTATIVE OF FIRM: ())c)ef_4_UJ_ TITLE: e +_ (Print) DATE: SIGNATURE B.0 I L D I N G P.E R M I T .: PCR No: PCR90105 09/26/90 09:12 - - Project No: A8902.925 Page 1 of 1 . - Development No: Job Address: 2742 STATE ST Str: Fl: Ste: - Permit Type: PLAN CHECK REVISION Parcel No: 203-181-19-00 8347 09/26/90 0001 Ot 02 Valuation 0 C-PfMT 1051-00 Construction Type: NEW 2 Occupancy Group:. Class Code: Status: ISSUED Description: CHGCANOPY,FRAME.& TRUSS - Applied: 09/25/90 - : - -• . Apr/Issue: 09/26/90 Validated By: DC ***. Fees Required *** Fees Collected & Credits -------------- Fees: 105.00 'Adjustments: - .00 /,2' /Total Credits: .00 Total Fees: 1054'60 /Totai3'Payments: .00 / - 3'Balartce D"ue: 105.00 Fee description / units Fee/Unit Ext fee Data Plan Check Rev1s1on/Fee) 7' 0\X-J) \ 105.00 _) !. \ /:/ iç) ILI - FINAL APPROVAL -, - INSP. - DATE - CLEARANCE CI1Y OF CARLSBAD .. -.. 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 - __t- -- - PERMIT APPLICATION City of.Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT TYPE I A - DCOMMERCIAL LJNEW DTENANT IMPROVEMENT EST. VAL -1 I PLAN CX DEPOSIT_______________________________ I VALID. BY DATE B 0 INDUSTRIAL DNEW 0 TENANT IMPROVEMENT C - DRESIDENTIAL [--]APARTMENT [-]CONDO DSINGLE FAMILY DWELLING DADDIT ION/ALTERATION DDUPLEX DDEMOLITION DRELOCATION [-]MOBILE HOME DELEC CAL OPLUMBING OMECHANICAL OPOOL DSPA DRETAINING WALL OSfADR '~~"-T— - 6'1. - _/1 7~ -7 I 8ui1d?ng or Nearest Cross Streets c1Z't//j 4-146 LEGAL DESCRIPTION Lot No. Subdivision Name/Number Unit No. Phase No. CHECK BELOW IF SUBMITTED: 02 Energy Calcs 02 Structural Calcs 02 Soils Report Di Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF WORK t A/i4t7 C4-44P 7' pza7n J' c') fldt?Y64 , BLDG. SO. FIG. (( -flt.1/A/7 OF STORIES 3. CONTACT PERSON NAME /4 £4'i#i5v ,A/C. ADDRESS CITY 1 STATE ' ZIP CODE 9d%7 DAY TELEPHONE J5,e4F 7Z q. 3 SIGNATURE L- APPLICANT - DCONTRAR DAGENT FOR CONTRACTOR DOWNER DAGENT FOR OWNER NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE PROPERTY OWNER OWNER c'$.Y 0 LESSEE [-]TENANT NAME eoZ ,5 . ADDRESS CITY STATE ZIP CODE DAY TELEPHONE CONTRACTOR NAME g.4. ADDRESS CITY 4got STATE ZIP CODE DAY TELEPHONE STATE LIC. 0 Srtzw LICENSE CLASS CITY BUSINESS LIC. N SIGNATURE ajcwx TITLE /'/9 DATE 71q 5rd DESIGNER NAME ADDRESS qa CITY ,41E,9.4Cl e9]P7g,f STATE 4—ZIP CODE DAY TELEPHONE STATE LIC. 9 Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to Self-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE 8. OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason: o I as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Cede: The Contractor's License Law does not apply to on owner of property who builds or improves thereon,, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Cede: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) Licensed pursuant to the Contractors License Law). 0 I am exempt under Section Business and Professions Cede for this reason: (Sec. 7031.5 Business and Professions Cede: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Cede) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES ONO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES ONO * Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? - DYES ONO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code). LENDER'S NAME LENDER'S ADDRESS APPLICANT'S SIGNATURE I certify that lhave read the application and state that the above information is correct. I agree to comply with alt City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH NAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPLICANTS SIGNATURE 0 R CONTRACTOR BY PHONE APPROVED.BY: ________________ 4 DATE: W: AdoIicant PINK: Finance ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: i/a' 4o flAPPL1CN (flU1SDICT JURISDICTION: PLAN-CHIC (]FILE COPY PLAN CHECK NO: 65 f77 SET: .JZ DUPS []DESIGNER PROJECT ADDRESS: 77&f2. smi-r sr PROJECT NAME: ip The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. Ej 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 jurisdiction to return to the applicant contact person. El The applicant's copy of the check list has been sent to: J Esgil staff didnot advise the applicant contact person that plan check has been completed. El Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted:. Telephone #______________ 0 REMARKS: By: _P_fec'+( Enclosures:____________________ ESGIL CORPORATION 0 GA • 0 AA 0 vw 0 D ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA, 92123 (619) 560-1468 DATE: !+I AX:~ NT JUR JURISDICTION: . jTIO CHE FILE COPY PLAN CHECK NO: I7?7 SET: /?év i nups 'DESIGNER PROJECT ADDRESS: PROJECT NAME: 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 E with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. Ej 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. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. FF The applicant's copy of the check list has been sent to: t-..'09-7)h,v& IA/C .•PO LSOX CAL__CA .Z.0o8 Esgil staff didnot 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:________________________ Date contacted: Telephone # J REMARKS: By: t2• Pf.c6'*, ESGIL CORPORATION 8,4.. Enclosures:______________________ 0GA 1-1 AA 0VW C3 DM JURISDICTION: ______Date plans received by plan checker:________________ 8/7- PLAN CHECK NO.: - I 7V7 Date plan check completed: B%y By: P "fS( b"-* PROJECT ADDRESS: ?7 yz 5 7)4 IL TO: i A t..jOyCTh-,/6 INC PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. 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. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS (ii) Please make all corrections on the original () Please indicate here if any changes have tracings and submit two new sets of prints, been made-to the plans that are not a result and any original plan sets that may have been of corrections from this list. If there are returned to you by the jurisdiction, to: other changes, please briefly describe them and where they are located on the plans. £ S 6 1L (o,t-P Have changes been made to the plans not resulting from this correction list? Please check. QTo facilitate checking, please identify, next Yes No to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. () D1 7)1 / L ,(( f C. 7) 4JO S /1j ALL • L / C T)'flbs p47 AlL Form No. PCS.41390 Date *4/ii4o Jurisdiction C1.LSzL - Prepared bys Bldg. Dept. 'p lc VALUATIONANDPLANCHECKFEE Esgil PLAN CHECK NO. ô (7? BUILDING ADDRESS APPLICANT/CONTACT PHONE NO._________________ BUILDING OCCUPANCY . DESIGNER PHONE____________ TYPE OF CONS TRUC•iON: CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE f— vi-S 1I-f..tZ_ (o S° /05 ° 1 • Air ConditioninE Commercial Residential Res. or Comm. Res. Sorinklers -Fire 1 I Total Value Building Permit Fee $___________________________________________________________________ Plan Check Fee $ • $ COMMENTS: • • EfL. &1 ° SHEET OF / 12/87 ffk+iffL;ti[,i T1±IiiJI EtJjJ1 TTC' -H--I--±HARRYFFLETTER--I : - ----...- -.--4 I TRUcTURALENOINEER.'S' -JOBNO3.I---S HT. NO.- --. 910 San MrcosBIvd. Sti. • BY . '1 LSan-Marcos, CA 92069 _ i: DAi-E - 7~fl 1 -H- !It LI.IQ . . . // / \. ..: / t /'//. /•' H /. ///• / /'f \:/...../...'._./ - ----- . - •/ . •: . -- . --.-_..--:--%3tP-:.- 4i.J _•:• ..: . Till]: AR JOB NO. OOI L SHT. NO. • ---STRUCTURAL ENGINEER ______________________- 9IOSinMarcosBlvd.Se20r . )_.San Marcos, CA 92069 _ .DATE7 . . . : . 11. : i___--- -- - - ::t --:- —: _ -- ..................................................a::. Aj - P C& I Z&.)t)• .: ......... 4 -rot. AL IZ- Lr tc.J1 '4 : 4.11 M L __ - 14L.JTh 1JftftEE, IE 9+ ----------------- SUPPORT REACTIONS ----------------- 3 , .) JOINT BENDING MOMENT X DIRECTION V DIRECTION NUMBER k-ft (+ clkwse) kips (+ rght) kips (+ up) 1 0 1323263 .1021611 2 o -.1323263 .1025235 ------------------ MEMBER END ACTIONS ------------------ MEMBER JOINT BENDING MOMENT AXIAL LOAD k-ft (+ clkwse) kips (+ rght) 1 1 (L) 0 .1632435 3 (R) .2.133057 -.1632435 2 3 (L) -.1133057 .1633979 2 (R) 0 . -.1633979 END SHEAR kips (+ up) 3.603754E-02 6.548224E-02 .0651544 3.636538E-02 ------------------- JOINT DISPLACEMENTS ------------------- JOINT NUMBER 1 2 3 ROTATION rad (+ clkwse) 0 .0 -2.409588E-05 X DIRECTION inches (+ rght) -1.323263E-31 1.323263E-31 4.125189E-07 V DIRECTION inches (+ up) -1.021611E-31 -1.025235E-31 -1.852717E-03 A :.tc..'A ç.z3.c I1 /t-7? N 0 -4 ,' - - a 1 mo COSS CANOPY (CUPOLA FRAME) ----------------- JOINT INFORMATION ----------------- JOINT ---COORDINATES--- ---------------JOINT LOADS --------------- NUMBER x( feet) Y( feet) MOMENT( k-ft) X-FORCE( kips) Y-FORCE( kips) 1 0 0 0 0 0 2 14.14 0 0 0 0 3 7.07 3.33 0 0 -.021 ------------------- SUPPORT INFORMATION ------------------- JOINT X-RESTRAINT V-RESTRAINT ROTATIONAL RESTRAINT 1 Rigidly restr'd Rigidly restr'd Unrestrained 2 Rigidly restr'd Rigidly restr'd Unrestrained -C ----------------- MEMBER PROPERITES ----------------- MEMBER C LEFT' END RIGHT' END AREA MOMENT of MODULUS of NUMBER Jnt. F/P Jnt. F/P (1n2) INERTIA (in4) ELAST (ksi) 1 1 P 3 F .669 .195 29000 2 3 F 2 P .669 .195 29000 -------------------------- MEMBER LOADING INFORMATION -------------------------- Full & Partial Span UNIFORM LOADS (k/ft.) I 1111111 I 1111111 k--a-->' II 1111 v—v—v—v L R TRIANGULAR <-c->: : LOAD I I I I (k/ft) L I R MEMBER UNIFORM PARTIAL SPAN a b TRIANGULAR C d NUMBER LOAD( k/ft.) UNIFORM LOAD (ft.) (ft.) LOAD( k/ft) (ft.) (ft) 1 .008 2 .008 CONCENTRATED P (kips) LOADS k ----- x----- ) ('ft) MEMBER NO. LOAD NO. P (kips) X (ft) 1 P - 1 .013 2.357 - 2 .026 4.75 MEMBER NO. LOAD NO. P (kips) X (ft) 2 P - i .013 2.357 P - 2 .026 4.714 HARRY F. FLETTER STRUCTURAL ENGINEER .________________ JOB NO. Q.ti_SHT.NO. 4 910 San Marcos Blvd. Ste. 201 _____________________________ BY ) San Marcos CA 92069 DATE H 4 C If 4 . . I I— U. - u -Nov- fe a 1 if 1p, ti Lr ./ . I / / . \ q) It 4 \\ }— IOIrJ '1- -"----—• N .Lr 0.4, fr if bi si Lr SAft N ' . ± — %'— .. i-., H I . . . . - . -...-....---..-. ----•-. -I----- - TT4J -P T:.1TL HARRY F. FLETTER STRUCTURAL ENGINEER JOB NO. tOO6 I % SHT. NO. 910 San Marcos Blvd. Ste. 201 _________________________ BY San Marcos, CA 92069 L ____________________________ DATE ç2cL. VA 1E ' - g -- - i\4. .114. '- Lc,4. z A otal 1.44 124- • I:T H Ti:;T: - - IFL: : li LrT1: TI LL r - • rfj~ ++h1HT i-t-r - - --- - - -1 717I COSS CANOPY (TRUSS T-1) ) ----------------- SUPPORT REACTIONS ----------------- JOINT BENDING MOMENT X DIRECTION Y DIRECTION NUMBER k-ft (+ clkwse) kips (+ rght) kips (+ up) 1 1.241763E-09 -2.384186E-07 .802612 4 -1..862645E-09 0 .8001584 ------------------ MEMBER END ACTIONS ------------------ MEMBER JOINT BENDING MOMENT AXIAL LOAD END SHEAR) k-ft (+ clkwse) kips (+ rght) kips (+ u) 1 1 (L) 1.241763E-09 -.7834699 1.489426E-04 ) 2 (R) -1.474532E-03 .7834699 -1.489425E-04 2 2 (L) 1.474533E-03 -1.090873 2.937159E-07 3 (R) -1.478686E-03 1.090873 -2.937741E-07 3 3 (L) 1.478683E-03 -.7810739 -1.493621E-04 4 (R) -1.862645E-09 .7810739 1.493621E-04 4 1 (L) 0 1.121504 1.192093E-07 5 (R) 0 -1.121504 0 5 5 (L) 4.967054E-09 1.157309 . .1403344 6 (R) .1144165 - -1.157309 .1571043 6 6 (L) -.1144164 1.155446 4.832987E-02 7 (R) -2.343722E-03 -1.155446 1.530012E-02 7 7 (L) 2.343729E-03 1.2.58304 1.512645E-02 8 (R) .1156444 -1.158304 4..850356E-02 8 8 (L) -.1156444 . 1.15788 .1654262 9 (R) 4..967054E-09 -1.15788 .1320124 9 9 (L) 0 1.118075 1.788139E-07 4 (R) 0 -1.118075 -1.788139E-07 ) 10 5 (L) 0 -.4143012 1.788139E-07 2 (R) 0 .4143012 -1.788139E-07 12. 2 (L) 0 .2800632 0 6 (R). 0 -.2800632 0 12 2 (L) 0 2.442016E-02 -1.601875E-07 7 (R) 0 -2.442016E-02 1.601875E-07 L3 7(L) 0 • 0205372 -7.636845E-08 3(R) 0 -.0205372 7.636845E-08 7 14 3(L) 0 .2880745 0 8(R) 0 -.2880745 0 ) 15 3(L) 0 -.4218233- -2.533197E-07 - 9(R) 0 .4218233 2.533197E-07 ------------------- JOINT DISPLACEMENTS JOINT NUMBER 1 2 3 4 5 6 7 8 9 ROTATION rad (+ ölkwse) 2.841642E-04 1.672512E-04 -1.671886E-04 -2.844307E-04 3.953211E-03 -2.111737E-03 -1.128773E-05 2.158687E-03 -3.994045E-03 X DIRECTION inches (+ rght) -3.910952E-03 1.059757E-04 8.094383E-03 1.209902E-02 8.197518E-03 8.323708E-03 4.093073E-03 -1.480263E-04 -2.818028E-09 V DIRECTION inches (+ up) -8.026119E-31 -2.912894E-02 -2.914757E-02 -8.001584E-31 -1.869126E-02 -3.025491E-02 -3.368001E-02 -3.030574E-02 -1.866103E-02 F~ COSS CANOPY (TRUSS T-1) ----------------- JOINT INFORMATION ----------------- JOINT ---COORDINATES--- NUMBER X( feet) Y( feet) 1 0 0 2 9.9 0 3 24.04. 0 4 33.94 0 5 4.95 5.07 6 9.9 6.5 7 16.97 6.5 8 24.04 6.5 9 28.99 5.07 JOINT LOADS MOMENT( k-f t) X-FORcE( kips) Y-FORCE( kips) 0 0 0 0 0 0 O 0 0 O 0 . 0 0 0 -.05 O 0 -.402 0 0 0 0 0 -.402 O 0 -.05 ------------------- SUPPORT INFORMATION ) ------------------- JOINT X-RESTRAINT Y-RESTRAINT ROTATIONAL RESTRAINT 1 Unrestrained Rigidly restr'd Unrestrained 4 Unrestrained Rigidly restr'd Unrestrained MEMBER ------------ ----------------- PROPERITES MEMBER 'LEFT' END 'RIGHT' END AREA MOMENT of MODULUS of NUMBER 3nt. F/P Jnt. F/P (in2) INERTIA (in4) ELAST (ksi) 1 1 F 2 F .799 .31 29000 2 2 F 3 F .799 .31 29000 3 3 F 4 F .799 .32. . 29000 4 1 P 5 P .669 .195 29000 5 5 F 6 F .799 .31 29000 6 6 F . 7 F .799 .31 29000 7 7 F .8 F .799 .31 29000 8 9 8 9 F 9 P 4 F P .799 . .669 .31 . .195 29000 29000 10 5 P 2 . P .669 .195 29000 11. 2 P 6 P .669. .195 . . 29000 12 2 . P 7 P .669 .195 29000 13 7 : P 3 . P .669 .195 29000 14 3 P 8 P .669 .195 29000 15 3... . P .9. P .669 .197 29000 -------------------------- MEMBER LOADING INFORMATION -------------------------- Full & Partial '<----b------> Span I I I I I I I I I 1111111 UNIFORM LOADS (k/ft) a a L R TRIANGULAR k-c-1 LOAD I I 1 . (k/ft) vvvv_____ a a L R MEMBER UNIFORM PARTIAL SPAN a b TRIANGULAR c d NUMBER LOAD(k/ft) UNIFORM LOAD (ft) (ft) LOAD(k/ft) (ft) (ft) 5 .016 6 .009 7 .009 8 .016 CONCENTRATED P (kips) LOADS :<-----x-----> (ft) a a L R MEMBER NO. LOAD NO. P (kips) X (ft) 5 P .096 .71 P-2 .119 3.54 MEMBER NO. LOAD NO. P (kips) X (ft) 8 P .119 1.41 P-2 .096 4.24 ) r ..r w r ..- 2'. 4 we ) HARRY F. FLETTER STRUCTURAL ENGINEER "NO. ' JOB It SRI. NO. 910 San Marcos Blvd. Ste. 201 ______________________________ BY. San Marcos, CA 92069 ______________________ DATE -2 9, . qQ 1w-. .. Ii I . :. .. 0 . .. . . . . jr - .......................... . . c b - \ FA . r . . . . - .J to aD JJ . 0.. rJ i 1 U tr 4.1 Vj - ... .; \____•_......._... r\.J..............L.j........_.._..... -.-------.. .en ---:j . ........-. .. .....----:--------------.--.--------)-r--.----..........-. 'tT ----------.......... -------.-.. : - --------------- -' HARRY F. FLETTER . . .. STRUCTURAL ENGINEER . CA3 JOB NO. 0 OG_L ISHT. NO. 9IO San Marcos Blvd. Ste. 201 _________________________ BY. ) San Marcos, CA 92069 DATE. TItc)SS C74.1 '5/4-(P VA, 7- -4 /. -~ 1 4 L cp -1o4 M-41 4L T ) ................. ............ .. . .... Ii 1 - - - - ___ - - V - V -- - -- - --. -. - V••V -- -. - - r -p-- --.. - -- i.i:.i.: - HARRY F. FLETTER V 0(0U SHT.NO; STRUCTURAL ENGINEER—. -. JOB NO. - 910 San Marcos Blvd. Ste. 201" 1 BY . . . .. } San Marcos, CA 92069 L_— . . . ..! DATE - V.V . • -- - _____ V - - . /. V-V. ..... . . J V . ... V. --_. - -V. /..-.-..--... . V ........ • .---------.-.. VV•• ............ V . V V - - • - V :-- ..\ 0 ;.......- - ..•J .1 / . . .. - :-- V ON Var ____ V V f\j .. ............_.L... Va- -V... 0 ............................V b) ....... V --: 040 -:_ - ._• ..... ir :--- - r--- ----... I ± F tZE E E ILY~: EEI1jE E XEE : EIE IF --1 7- ; ,E 1 hIbft H -77-1=+E1fEi I HARRY F. FLETTER = STRUCTURAL ENGINEER JOB NO.0( LI SHT. NO. 910 San Marcos Blvd. Ste. 201 _________________________ BY _____________________ ) San Marcos, CA 92069 _____________________________ ft DATE .2 ccr C.40rc1 Avam t C coIt.7 2 4 .io IA' i4 Al • %.2, c3_1 co.4ok(eIco'J 1-tc( c'4. ) cg~ q/ A'S /.0c.c •e OIL - r 777- T - TTL Hi - • AL H -7 74 41HiI=LtflEJThrriJi ) COSS CANOPY (TRUSS T-3) ----------------- SUPPORT REACTIONS ----------------- JOINT BENDING MOMENT X DIRECTION V DIRECTION NUMBER k-ft (+ clkwse) kips (+ rght) kips (+ up) 1 0 9.536743E-07 2.152205 6 -4.967054E-09 1.788139E-07 2.111807 ------------------ MEMBER END ACTIONS MEMBER JOINT BENDING MOMENT AXIAL LOAD END SHEAR k-ft (+ clkwse) kips (+ rght) kips (+ up) 1 1 (L) 0 -.8959684 . 1.017019E-03 2 (R) -4.915232E-03 .8959684 -1.017019E-03 2 2 (L) 4.915232E-03 -2.479493 -8.98242E-05 3 (R) -4.196624E-03 2.479493 8..98242E-05 3 3 (L) 4.196634E-03 -2.823273 -1.442991E--05 4 (R) -4..081195E-03 2.823273 1.442991E-05 4 4 (L) 4.081197E-03 -2.417901 7.779663E-05 5 (R) -4.703572E-03 2.417901 -7.779663E-05 5 5 (L) 4.703574E-03 -.8791628 -9.732246E-04 6 (R) -4.967054E-09 .8791628 9.732246E-04 6 1 (L) 0 2.330315 1.788139E-07 7 (R) 0 -2.330315 -1.788139E-07 7 7 (L) 0 2.236721 .0216152 • 8 (R) 0 • • -2.236721 - 2..161627E-02 8 8 (L) 0 • 2.077728 -2.259186E-02 9 (R) .1403215 • -2.077728 5.759186E-02 9 .9 (L) -.1403215 2.677935 .10204 10 (R) .1942871 -2.677935 .11096 10 10 (L) -.1942871 2.63703 .1016117 11 (R) 8..539353E-02 . -2.63703 .0743883 11 11 (L.) -8.539353E-02 . 2.024149 4.134838E-02 12 (R) 0 -2.024149 -1.348383E-03 12 12(L) 0 2.178816 . 2.161537E-02 13 CR • 2.178816 • 2.161603E02 1.192093E-07 -1.192093E-07 0 0 IS 13 13 (L) 0 2.286601 6 (R) 0 -2.286601 14 7 (L) 0 -1.302911 2 (R) 0 1.302911 15 2 (L) 0 .1488972 8 (R) 0 -.1488972 16 2(L) 0 .6033176 9 (R) 0 -.6033176 17 9 (L) 0 -.2341475 3 (R) 0 .2341475 18 3 (L) 0 .218673 10 (R) 0 -.218673 19 10 (L) 0 .2739784 4 (R) 0 -.2739784 20 4 (L) 0 -.2741134 11 (R) 0 .2741134 21 11 (L) 0 .5545503 5 (R) 0 -.5545503 22 5 (L) 0 .1921101 12 (R) -2.483527E-09 -.1921101 23 5 (L) 0 -1.261804 13 (R) 5.587935E-09 1.261804 5.960465E-07 -5.960465E-07 7.450581E-07 -7.450581E-07 -6.705523E-08 6.705523E-08 1.266599E-06 -1.266599E-06 3.129244E-07 -3.129244E-07 -9.834766E-07 9.834766E-07 6.984919E-10 -6.984919E-10 3.576279E-07 -3.576279E-07 ------------------- JOINT DISPLACEMENTS ------------------- JOINT ROTATION NUMBER rad (+ clkwse) 1 1.033501E-03 2 8.432472E-04 3 2.594396E-04 4 . -2.709308E-04 5 -8.337811E-04 6 -1.015842E-03 7 9.004991E-04 8 7.210661E-04 9 . 3.025204E-03 10 -8.460448E-04 11 -2.062503E-03 12 -7.134749E-04 13 . -8.869356E-04 X DIRECTION inches (+ rght) -1.898994E-02 -1.674737E-02 -6.474555E-03 5.222576E-03 1.524021E-02 1.744071E-02 1.64108E-03 .0147488 1.098268E-02 -8.057302E-04 -1.173124E-02 -1.592437E-02 -2 .924428E-03 V DIRECTION inches (+ up) -2.152204E-30 -5.626094E-02 -.1084533 -.1077833 -5.539519E-02 -2.111807E-30 -1.142522E-02 -5.659618E-02 -8.553863E-02 -.1157696 -8.779037E-02 -5.582771E-02 -1.126135E-02 ) ) MEMBER NUMBER 1 2 3 4 5 6 7 8 9 10 11 12 'LEFT' END Jnt. F/P 1 F 2 F 3 F 4 F 5 F 1 P 7 P 8 P 9 F 10 F 11 •F 12 P IC. COSS CANOPY (TRUSS 1-3) ----------------- JOINT INFORMATION ----------------- JOINT ---COORDINATES--- NUMBER X(feet) Y(feet) 1 0 0 2 4.833 0 3 12.833 0 4 20.833 0 5 28.833 0 6 33.666 0 7 .833 2 8 4.833 3.64 9 8.333 3.64 10 16.833 3.64 11 24.833 3.64 12 28.833 3.64 13 32.833 2 JOINT LOADS MOMENT( k-ft) X-FORCE( kips) Y-FORCE( kips) O 0 0 O 0 0 O 0 0 0 0 0 O 0 0 O 0 0 0 0 -.7 0 0 -1 O 0 -.128 0 0 -.119 O 0 -.073 0 0 -1 O 0 -.7 JOINT 1 6 ------------------- SUPPORT INFORMATION ------------------- X-RESTRAINT Y-RESTRAINT Unrestrained Rigidly restr'd Unrestrained Rigidly restr'd ROTATIONAL RESTRAINT Unrestrained Unrestrained ----------------- MEMBER PROPERITES ----------------- 'RIGHT' END 3nt. F/P 2 F .3 F 4 F 5 F 6 F 7 P. 8 P 9 F 10 F 11 F 12 P 13 P AREA MOMENT of MODULUS of (in2) INERTIA (in4) ELAST (ksi) .799 .31 29000 .799 .31 : 29000. .799 .31 29000 .799 .31 29000 .799 .31 29000 .799 .31 29000 .799 . .31 29000 .799 .31 29000 .799 .31 29000 .799 .31 29000 .799 .31 29000 .799 . .31 29000 0 P, . f'?'? .41 zvwvw ,14 7 F 2 p .669• .195 29000 15 2 P 8 F .669 .195 29000 16 2 P 9 P .669 .195 29000 17 9 P 3 P .669 .195 29000 18 3 P 10 P .669 .195 29000 19 10 P 4 p .669 .195 29000 20 4 p 11 P .669 .195 29000 21 11 P 5 P .669 .195 29000 22 5 p 12 F .669 .195 29000 23 5 P 13 F .669 .195 29000 MEMBER LOADING INFORMATION --------------------------- Full & Partial k ---- b ------ > . TRIANGULAR Span . '.(-c-)'. LOAD UNIFORM LOADS k--a-->HIHH : : : . (k/ft) (k/ft) v_v_v_v v_v_v_v______ L R L R MEMBER UNIFORM PARTIAL SPAN a b TRIANGULAR c d NUMBER LOAD( k/ft) UNIFORM LOAD (ft) (ft) LOAD( k/ft) (ft.) (ft.) 7 .01 / 8 .01 9 .01 10 .01 11 .01 12 .01 CONCENTRATED P (kips) LOADS K-----x----- (ft) L MEMBER NO. LOAD NO. P (kips) X (ft) 9 p-i. .128 4. MEMBER NO. LOAD NO. P(kips) X (ft) 10 P-i. ?.096 . 4 ................................... HARRY F. FLETTER STRUCTURAL ENGINEER C c C eLiz5c:,ç 910 San Marcos Blvd. Ste. 201 San Marcos, CA 92069 JOBNO.O(ct SHT.No _SK.-( BY DATE 71-186-90 ) 114: L Est,- 1z 47 tio 11101 10 .-:. _::::- • oiESSIo* • CIO OF CA • L. -------------• . HARRY F. FLETTER STRUCTURAL ENGINEER '' - JOB NO.0.cM'(iSHT.NO. —SL- 9 10 San Marcos Blvd. Ste. 201 ______________________________ BY San Marcos, CA 92069 DATE 7• ). HARRY F. FLETTER STRUCTURAL ENGINEER r JOB NO3.GI SHT. NO. 910 San Marcos Blvd. Ste. 201 _____________________________ BY LL— -. San Märcos, CA 92069 . DATE . .. . Lm te isiPT/ HARRY F. FLETTER STRUCTURAL ENGINEER 910 San Marcos Blvd. Ste. 201 San Marcos, CA 92069 iT ..T : ••. AILR . . ...i. .. . . . . HARRY F. FLETTER .. - STRUCTURAL ENGINEER . _ JOB 9IO San Marcos Blvd .Se.20I - BY ) San Marcos, CA 92069 DATE -o ) .. . ..: - .:. Cj J , 53 = EE:: rzFI T TTT T" HARRY F. FLETTER . . STRUCTURAL ENGINEER C'5, JOB NO.,II SHT. NO. c .-c 910 San Marcos Blvd. Ste. 201 . BY 4 ..,. San Marcos, CA 92069 ..... . DATE. t. • ) j co COW tIIT2 - LLL1: . ... : ........ HARRY F. FLETTER STRUCTURAL ENGINEER - 910 San Marcos Blvd. Ste. 201 San Marcos, CA 92069 • JOB NO.O C.D I L SHT. NO. BY DATE 1•oO COL. c.Z '2 ft ,e L€/3LoL .-.---_tP r. PL-. c rm D -TM L3 & QL. NO al HARRY F. FLETTER STRUCTURAL ENGINEER c CA 0 P1 JOBNO%t SHT.NO._Sk 9I0San Marcos Blvd. Ste. 201 _________________________ BY San Marcos, CA 92069 DATE '?-4- Ro ).. . . . . Of -- : • : • Tf. I4J_J_ • • ... . • ... BARRY F. FLETTER STRUCTURAL ENGINEER CSo P 910 San Marcos Blvd. Ste. 201 San Marcos, CA 92069 JOB NOQ,I f SHT. NO. BY. DATE C.4.Oo ...DTA1LQ .•• OftS,04 .•. • • • /'• \)_L - - - I-,------------- — - - - - - - - - - - - Of VL It HARRY F. , STRUCTURAL ENGINEER JOBNO.c%( L SHT.NO.\c 910 San Marcos Blvd. Ste. 201 ____________________________ BY r-L ) San Marcos, CA 92069 DATE ): DT4l __ i:' 'ç,. CT 457