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HomeMy WebLinkAbout2051 PALOMAR AIRPORT RD; A; CB980159; PermitCX- -}c"-i I, B U I L D I N G P E R M I T Permit No: CB80159 04/09/98 09:09 Prolect No: A9800220 Page 1 of 1 Development No: Job Address: 2051 PALOMAR AIRPORT RD Suite: A Permit Type: INDUSTRIAL TENANT IMPROVEMENT 5853 04/09/98 0001 01 02 Parcel No: 213-050-39-00 Lot#: C-PRMT 2827..00 Valuation: 598,000 Construction Type: VN Occupancy Group: Ref erence#: Status: ISSUED Description: TI-23,000 SF-OFFICE TO OFFICE Applied: 01/21/98 CREATE 2 SUITES-PINN FUND Apr/Issue: 04/09/98 Entered By: RMA Appl/Ownr : LARRY WHARTON 619 203-1773 639 BISON CT EL CAJON CA 92019 - *** Fees Required *** Fees-.Collected & Credits ---------------------------- - -------' c2 'Crdit': Adjustments: "0 '' Total .00 Total Fees: 4,34.0Uit\"' Total ParnerLts\ 1,517.00 -. Ca1.artce tiue: 2?827.00 Fee description - Un1.ts'\ 'F,èe/Uni't ,' Ext fee Data -___.:______ ----------------------- ----------------- Building Permit . / 2334.00 Plan Check 1517.00 Strong Motion Fee . // 126.00 Enter "Y" for PlumbaagJ.-Ue Fee ,') 20.00 Y Each Plumbing Fixture or Trap ' 7.01) 56.00 Each Install/Repair'Water ["J, , 7.0t 7.00 Enter "Y' for Electric Isu'e 'oe 10.00 Y Remodel/Alter Per AM luuu .25 .' 250.00 Enter 'V for Mechanical Issue Fa> ' ., 15.00 Y Install F'urn/Ducts/Heàt PLth.s "." >CO1?OflATED 1' 9.00 9.00 - - \\ ) - / -- S- - - FINAL APPROVAL IN - DATE CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 vIo FOR OFFICE USE ONLY PERMIT APPLICATION - CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 - -- (760) 438-1161 tio . P' PLAN CH EST. VAL.fl Plan Ck. Deposit Validated flifri l. Address (include Bldg/Suite #) Business Name (at this Legal Description Lot No. Subdivision Name/Number UjI4. eool tal #yfiunits Assessor's Parcel # Existing Use Proposed C-P*T Description of Work SQ. FT #of Stories # of Bedrooms # of Bathrooms ir pjncen VITI_ 'Yell Name Address City State/Zip Telephone # Fax # APPL1Tt jlj Cniractoj Agent for Contra 0g4 49epJ&'ownej T - LAO"Name f'9 12/3 ' dP 6W"7 State/Zi —, " .*$RIYNj5. 'k 42PI4 ame 4 A dress City State/Zip Telephone # J, S7fO!,cr r) (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, JlllnVov4 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, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. ny 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 185001). i ç i/rIL'.,,.a' flg/t 0412 /7 J_J,jj pJ K .j Zoe5 2 Name —j I Address -, City State/Zip Telephone # State License # 9_(06 9 ? License Class City Business License # J1e04yW Designer Name Address City State/Zip Telephone State License # )I*bRKERSÔMPENSA11ON Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 17 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. tO I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company (4&),,t.4.t..-/*S'cl'. Policy No. <.../_30cD h._L Expiration Date 7/t72 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) 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. WARNING: Failure to secu workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (8100,00 in d" n pjtrst of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE _____________________________________________ DATE 7 ,,öWirR BUILb!R CIARA11O -' I hereby affirm that I am exempt frorphe 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). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply 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). I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES DNO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE COMPLETE:YHlS S O&FORWOAWbENflUWINGJ1ITSÔjy , ' 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? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the Outer boundary of a school Site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 8 Co- NS ALiC1'lON LEGAGJ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS__________________________________________________________ APPNT CEIthF1CAIb . 9 I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit' 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. OSHA: An OSHA permit is required for excavations over 5'0 deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this all expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of it 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 .4.4 !form Building Code). APPLICANT'S SIGNATURE DATE WHITE: Fi YELLOW: Applicant PINK: Finance CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB980159 FOR 08/06/98 DESCRIPTION: TI-23,000 SF-OFFICE TO OFFICE CREATE 2 SUITES-PINN FUND TYPE: ITI JOB ADDRESS: 2051 PALOMAR AIRPORT RD APPLICANT: LARRY WHARTON PHONE: CONTRACTOR: PT4flNP! OWNER: REMARKS: C/MATT/918-0971 SPECIAL INSTRUCT: INSPECTOR AREA TP PLANCK# CB980159 0CC GRP CONSTR. TYPE VN STE: A LOT: 619 203-1773 PHONE: INSPECTOR ______________________ TOTAL TIME: --RELATED PERMITS-- PERMIT# TYPE A5980049 ASTI FS980037 FIXSYS CB980788 CTI AS980081 ASTI FAD98039 FADD CB980894 MISC STATUS ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural Ava 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 073198 Final Combo NS TP 073098 Frame/Steel/Bolting/Welding AP TP TEL & HALON RNS 072898 Frame/Steel/Bolting/Welding CO TP 072898 Gas/Test/Repairs AP TP MED & LOW PSI GAS TEST 072898 Rough Electric CO TP 072898 Rough/Topout PA TP 072798 Gas/Test/Repairs P1 TP START CLOCK MED PSI IN 072498 Interior Lath/Drywall AP TP SHFT ENCL INT 072498 Rough/Ducts/Dampers AP TP GREASE DUCT 072498 Frame/Steel/Bolting/Welding PA TP GREASE SHFT ENCL(VERT SHAFT) 072498 Rough Electric NR TP 072498 Rough/Topout NR TP 071098 Final Combo CO TP 070998 Final Combo CO TP 070898 Final Combo NS TP 070298 Frame/Steel/Bolting/Welding P1 TP CONF REG GREASE DUCT ENCL 070298 Underground/Under Floor AP TP KIT 070298 Final Electrical NR TP 062498 Rough/Ducts/Dampers CO TP GREASE SHFT ENCL @ KIT 061298 Interior Lath/Drywall AP TP SHOWER STALLS 061298 Const. Service/Agricultural AP TP U/G CONDUIT @ GYM CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB980159 FOR 08/06/98 INSPECTOR AREA TP DESCRIPTION: TI-23,000 SF-OFFICE TO OFFICE PLANCK# CB980159 CREATE 2 SUITES-PINN FUND 0CC GRP TYPE: ITI CONSTR. TYPE VN JOB ADDRESS: 2051 PALOMAR AIRPORT RD STE: A LOT: ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP 060598 Shower Pan/Roman Tubs AP PS 060298 Frame/Steel/Bolting/Welding AP TP 060298 Rough Electric AP TP 060298 Rough/Ducts/Dampers AP TP 060298 Interior Lath/Drywall AP TP 060198 Exterior Lath/Drywall NS TP 060198 Rough Combo NS TP 051498 Frame/Steel/Bolting/welding CO TP 051498 Rough/Ducts/Dampers CO TP 051398 Interior Lath/Drywall AP TP 051398 Frame/Steel/Bolting/Welding CO TP 051398 Rough Electric CO TP 051398 Rough/Ducts/Dampers CO TP 051398 Frame/Steel/Bolting/Welding CO TP 050798 Frame/Steel/Bolting/Welding AP TP 050798 Rough Electric AP TP 050798 Interior Lath/Drywall AP TP 050498 Interior Lath/Drywall AP TP 050498 Interior Lath/Drywall CO TP 043098 Frame/Steel/Bolting/Welding AP TP 043098 Rough Electric AP TP 043098 Rough/Ducts/Dampers AP TP 043098 Frame/steel/Bolting/Welding AP TP 043098 Rough Electric AP TP 042998 Interior Lath/Drywall PA TP 042998 Frame/Steel/Bolting/welding AP TP 042998 Rough Electric AP TP 042498 Rough Combo NR TP 042398 Frame/steel/Bolting/Welding PA TP 042398 Rough Electric AP TP 042398 Frame/steel/Bolting/Welding AP TP 042398 Frame/Steel/Bolting/Welding CO TP 042098 Interior Lath/Drywall AP TP 041098 Frame/steel/Bolting/Welding AP TP 041098 Rough Electric AP TP COMMENTS T-BAR CElL 1ST & 2ND FLR COMP CElL LITES RE-LOC 1 & 2 FLR DUCT RE-LOC 1 & 2 FLR 1 HR CORR COMP SEE NOTICE SEE NOTICE 1HR CORR #146 BTM LAYER CElL PHASE 2 CElL LITES NEED RET AIR PHSE 2 NEED SPECS @ PNL CUT OPENINGS PHASE 4 PHSE 3 PHS II WALLS 1 HR COVD TUNNEL PHASE 3,PHASE 2 COMP PHASE 3, PHASE 2 COMP RE-LOC DUCTS PHASE 1 SEISMIC UP-GRADE@GRID PHASE 1 RE-LOC CElL LITES PHASE 1 2ND FLR WALLS 2ND FLR 2ND FLR WALLS 1ST FLR CLNING 2ND FLR 2ND FLR WALLS T-BAR CElL @ 2ND FLR STR OPEN T-BAR CElL, 1ST FLR SECT I ONLY SECT 1 SECT 1 WALLS FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING CMWD ST LITE PLAN CHECK#: CB980159 DATE: 07/06/98 PERMIT#: CB980159 - PERMIT TYPE: ITI PROJECT NAME: TI-23,000 SF-OFFICE TO OFFICE CREATE 2 SUITES-PINN FUND ADDRESS: 2051 PALOMAR AIRPORT RD SUITE# A Jill c, 1998 CONTACT PERSON/PHONE#: C/918-0971 SEWER DIST: CA WATER DIST: CA INSPECTED DATE BY: INSPECTED:1((/?kAPPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED COMMENTS: Structural Inspections "A SPECIAL INSPECTION COMPANY" 8940 Alpine Avenue, La Mesa, CA 91941 Telephone/Fax: (619) 460-2782, Pager: (619) 979-0860 Inspection Report ru- Project Name: PINN FUND Project Address: 2051 PALOMAR AIRPORT RD. Architect: INTER . ARCH. Engineer: FIROUZI CONSULTING ENG INC. Contractor: U.S. BUILDING & DEVELOPMENT Page: 1 of I Report #: 01 Permit* CB 980159 File #: DSA #: Other: C.Q. WELDING MATERIAL SAMPUNO ........l:,.TERIAL.DESCRI.PTION .. Structural Steel [J H.S. Bolts 0 H.S. Bolts 0 Plans/Specs C1 Masonry 0 Prisms 0 Conc. PSI 0 Clearances (1 Concrete 0 Mortar/Grout fl Grout PSI 0 Positions o Fireproofing 0 Conc. Cylinders Mortar PSI 0 Sizes o Other. FIELD 0 Fireproof 0 Steel ASTM A36 0 Laps o Other: 0 Other: Elect./Wire E-7018 Consolidation o Other: 0 Other: 0 Fireproof Torque Ft.Lbs: fl Other: 0 Other: 0 Other: Other: o Other: 0 Other: 0 Other: Other: PERFORMED CONTINUOUS SPECIAL INSPECTION ON THE FILLET WELDING OF FRAMING FOR NEW OPFNINGS AT 2nd FLOOR AND ROOF LEVELS OF EAST WING. CERTIFIED WELDERS WERE OBSERVED FOR PROPER WELDING PROCEDURES AND TECHNIQUES. COMPLETED WELDS WERE INSPECTED FOR SIZE, LENGTH, LOCATION. CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise note , complies with approv Iftf)s 'stitute specifications and applicable sections of the building codes. This report covers the locations of t e work ied at oes f opinion or project control. Inspector: MARIO BATTAGLIA Cert: City of SD #350 6/2/98 1: 6/2/98 Dav2: 4: Time Start: Time Stow Copies of report submitted to EsGil Corporation In fPartners/lip with government for Building Safety DATE: 4/7/98 0 ZZWER JURISDICTION: Carlsbad U FILE PLAN CHECK NO.: 98-159 SET: Ill PROJECT ADDRESS: 2051 Palomar Airport Rd., #A PROJECT NAME: Pinnfund (T.I.) 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 deficiencies identified below 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. Liii The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: All Sadre Enclosures: Esgil Corporation El GA [] CM El EJ El Pc 3/24/98 - OTC - 4/7/98 trnsmtl dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax(619)560-1576 r. I EsGil Corporation Professional Plan Review Engineers DATE: APRIL 1, 1998 El AP ICANT JURIS. JURISDICTION: CARLSBAD U PLAN REVIEWER 0 FILE PLAN CHECK NO.: 98-159 SET: III PROJECT ADDRESS: 2051 PALOMAR AIRPORT RD., # PROJECT NAME: PINNFUND (T.I.) The plans transmitted herewith have necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will sua'?L1compIy with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. LII 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 Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. N The applicant's copy of the check list has been sent to: LARRY WHARTON 639 BISON CT., EL CAJON, CA N Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: Fax #: Mail Telephone Fax In Person N REMARKS: Please see attached for remaining corrections from previous list. By: Ali Sadre Enclosures: Esgil Corporation LI GA [-1 CM I EJ LI Pc 3/24 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 CARLSBAD 98-159 APRIL 1, 1998 Please-make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects. For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. The floor openings are still shown on various sheets of plans including lighting, suspended ceiling plans, etc. Please show ICBO approval numbers for the skylights per details on Sht. 3.10. 41. Note the length of the new C12x on S-2. Please see attached for P/M/E items. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please contact All Sadre @ 619/560-1468, at Esgil Corporation for questions. PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen PLUMBING (1994 UNIFORM PLUMBING CODE) . Provide complete plumbing plans. 48. Provide complete drain, waste and vent plans. Include the new water closets and urinals on the DWV diagram. 50. Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths. UPC Section 610.0 The water supply piping diagram is incomplete. If the lower level is supplied by a 1" pipe supply it is undersized for the amount of fixtures shown. Include a piping layout and note on the layout the new VS existing installation. Additionally, complete the above requested information. CARLSBAD 98-159 APRIL 1, 1998 55. Detail—shower drain 48 inches minimum from threshold at entry into the shower stall for wheel chair access, or detail curbs at entry to the shower stall. UPC Section 410.3 Detail the shower pan and shower pan water liner limits. New. Provide calculations to show compliance with UBC, Appendix 29, (Minimum Plumbing Facilities) as required by the City of Carlsbad. MECHANICAL (1994 UNIFORM MECHANICAL CODE) . Provide complete mechanical plans. 59. Provide mechanical ventilation in all rooms capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC, Section 1202.2.1 Note the outside air schedule on the plans. 63. Fire rated corridors are not to be used to convey air to or from rooms. UMC Section 601.1.1 How is the return air routed from the rated corridors? 65. Provide smoke detection in supply air duct of 'air-moving system' for required shut-off for smoke control as per UMC, Section 608 and also see Section 203. Not addressed for this plan review. ENERGY CONSERVATION 68. Provide complete energy designs for the proposed changes in envelope. The gym/basement area is going from unconditioned to conditioned area (I believe) and as such would require the envelope calculations for this area. Include the required insulation on the floorplans. Provide the completed ENV-1, ENV-2, ENV-3 forms showing energy compliance. Note: If you have any questions regarding this plan review list please contact Eric Jensen at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGil Corporation Professional Plan Review Engineers DATE: MARCH 16, 1998 D APPLLC NT JURIS JURISDICTION: CARLSBAD 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: 98-159 SET: II PROJECT ADDRESS: 2051 PALOMAR AIRPORT RD., #A PROJECT NAME: PINNFUND (T.I.) III The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. El The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. U The applicant's copy of the check list has been sent to: LARRY WHARTON 639 DISON CT., EL CAJON, CA U Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person U REMARKS: Please see attached for remaining corrections from previous list. By: Ali Sadie Enclosures: Esgil Corporation LIGA [I CM 0 E El PC 3/6 trnsmtidot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619)560-1576 CARLSBAD 98-159 MARCH 16, 1998 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects. For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. Structural 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 Code. 6. Training room as shown on sheet 2.11 does not match that on sheet 3.11; please revise plans accordingly. Also recalculate the area, the occupant load is still > 50. 14. Specify what type of repairs are done in room 132 per room label on sheet 1.11. 20. Show smoke & fire dampers at all ducted/or unducted air openings penetrations of 1-hour rated corridors. Section 713.10. This should be shown both on detail J/3.7 and mechanical plans; it is not shown at either locations. Also note on plans: "existing 20 minute doors into rated corridors to be field verified". Show 1/4" tempered glass railing with structural connections details per Section 2406.6 on detail F/3.1 0. Please show ICBO approval numbers for the skylights per details on Sht. 3.10. Please specify where details per S-2 & 1/S-3 are cross referenced on plans. Also show grid lines on both architectural & structural plans, so it is clear exactly where these details apply. Please provide structural calculations for all proposed changes per Shts. S-2 & 3. Please see attached for P/M/E items. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please contact Au Sadre @ 619/560-1468, at Esgil Corporation for questions. CARLSBAD 98-159 MARCH 16, 1998 PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen Plumbing plans were not provided for this recheck) The mechanical plans are limited to 4 sheets limited in scope to duct layout. Please provide complete plumbing and mechanical plans for the next recheck. 46. Each sheet of the plans must be signed by the licensed designer. PLUMBING (1994 UNIFORM PLUMBING CODE) . Provide complete plumbing plans. Provide complete drain, waste and vent plans. Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1217.0 Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths. UPC Section 610.0 Show water heater size, type and location on plans. UPC, Section 501.0 Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. UPC, Section 510.0 New and relocated water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2, H & S Code, Section 17921.3(b). New and relocated urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). Detail shower drain 48 inches minimum from threshold at entry into the shower stall for wheel chair access, or detail curbs at entry to the shower stall. UPC Section 410.3 Detail the shower pan and shower pan water liner limits. Shower control valves must be pressure balance or thermostatic mixing valves. UPC Section 410.7 CARLSBAD 98-159 MARCH 16, 1998 A complete plumbing plans review will be done when complete plumbing plans and calculations are provided. MECHANICAL (1994 UNIFORM MECHANICAL CODE) . Provide complete mechanical plans. Show the size, location and type of all heating and cooling appliances or systems. Provide mechanical ventilation in all rooms capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC, Section 1202.2.1 Provide mechanical plans showing existing and proposed HVAC equipment, ducts and access to equipment. Detail disposal sites of main condensate drainage from air conditioning units as per UMC Section 310 Detail overflow (secondary) condensate discharge from air conditioning units that are in a ceiling space to readily observed locations. UMC Section 310.1.1 Fire rated corridors are not to be used to convey air to or from rooms. UMC Section 601.1.1 Show the locations of the required fire and smoke dampers. Provide smoke detection in supply air duct of 'air-moving system' for required shut-off for smoke control as per UMC, Section 608 and also see Section 203. A complete mechanical plans review will be done when complete mechanical plans and calculations are provided. . ENERGY CONSERVATION 68. Provide complete energy designs for the proposed changes in envelope, and mechanical systems. Provide the completed ENV-1, ENV-2, ENV-3, MECH- 1, MECH-2, MECH-3 and MECH-4 forms showing energy compliance. The corrected, and completed ENV-1, LTG-1, and MECH-1 forms signed by the Principal Designers and Documentation Authors must be imprinted on the plans. Complete energy plan check will be done when complete corrected energy designs are provided. CARLSBAD 98-159 MARCH 16, 1998 Note: If you have any questions regarding this plan review list please contact Eric Jensen at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ELECTRICAL PLAN REVIEW 1993 NEC PLAN REVIEWER: Eric Jensen Show compliance with NEC Article 645 "Electronic Computer/Data Processing Equipment": Disconnecting Means for the electronic and HVAC equipment and the UPS system (if installed in the same room). Detail compliance: What method is to be used to shut off power to panels and HVAC. Show the existing stairwell lighting and note if it has an alternate source of power, i.e. battery back-up. If not, show how emergency exitway illumination is provided. (Typical for all stairwells) Include the lighting for the stairwells exiting the basement area (Including the lighting to be provide to a "public way" (exterior stairwell)) How is (emergency) exitway illumination provided in the lobby area and theater? Provide exitway illumination for both exits. How is illumination provided at the stairwell adjacent to the "theater Room"? 7. Show the location of the existing service. Include the new 400 and 600 ampere service disconnects. Identify on the single line diagram all of the overcurrent devices that shall be labeled as a "Service Disconnecting Means". Detail the electrical service room layout. 10. The electrical plan check is not complete, plumbing and mechanical plans have not been submitted at this time. Note: If you have any questions regarding this electrical plan review list please contact the plan reviewer listed above at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. EsGil Corporation fProfessionafP(an Review Engineers DATE: FEB 3, 1998 )A NT JURISDICTION: CARLSBAD U PLAN REVIEWER U FILE PLAN CHECK NO.: 98-159 SET:I PROJECT ADDRESS: 2051 PALOMAR AIRPORT RD., # A PROJECT NAME: PINNFUND (T.I.) 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 deficiencies identified below are resolved and checked by building department staff. FJ 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 Corporation until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: LARRY WHARTON 639 DISON CT., EL CAJON, CA Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person J REMARKS: By: All Sadre Enclosures: Esgil Corporation U GA 0 CM U EJ 0 Pc. 1/22 tmsmtidot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 CARLSBAD 98-159 FEB 3, 1998 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 98-159 JURISDICTION: CARLSBAD OCCUPANCY: B/A-3 USE: OFFICE TYPE OF CONSTRUCTION: V-N ACTUAL AREA: 23,000 THIS TI ALLOWABLE FLOOR AREA: NO CHANGE STORIES: 2 + BASEMENT HEIGHT: NO CHANGE SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 1/21 DATE INITIAL PLAN REVIEW COMPLETED: FEB 3, 1998 OCCUPANT LOAD: 250 DATE PLANS RECEIVED BY ESGIL CORPORATION: 1/22 PLAN REVIEWER: All Sadre FOREWORD (PLEASE READ): This plan review is limited to the 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. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1994 UBC. The following 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. 106.4.3, 1994 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 process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section. etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO. 40, TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1994UBC) tiforw dot CARLSBAD 98-159 FEB 3, 1998 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects. For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560- 1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. Indicate on the Title Sheet of the plans the name of the legal owner. Section 106.3.3. 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. Structural 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 Code. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1994 UBC, UMC and UPC and 1993 NEC. Provide a note on the site plan indicating the previous use of the building being remodeled. Section 106.3.3. Theater as shown on sheet 2.11 qualifies as A-3 occupancy and is not permitted on the second floor of type V-N construction. Please revise plans accordingly. Note on cover sheet all existing site items including ramps, walks, parking are handicapped accessible, subject to field verification. On the first sheet of the plans indicate: The floor area of the remodeled area, i.e., 23,000 sq.ft. Proposed occupancy classifications of the remodel area, B/A-3 (if theater is relocated to first floor). The occupant load of the remodel area(s). Show any existing fire rated stair shafts or rated corridors. CARLSBAD 98-159 FEB 3, 1998 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 Tables 3-D and 3-E. On details D & E/3.1, show: a) the diameter of the shot pins and their spacing at ends and corners. Fill in the blank bubble on sheet 1.01. Where is detail G/3.7 as referenced on note 11, sheet 1.01. Identify the type of repairs that are done in room 132 per sheet 1.11. On sheet 1.21, show the outline of the stairs leading to the second floor in room 193. Note on the plans: "All interior finishes must comply with Chapter 8 of the UBC". Specify "Class Ill flame spread rating (minimum) for B." Note on plan that suspended ceilings shall comply with UBC Tables 25-A, 16-0 and 16-B. In buildings having floors of wood frame construction draft stop the area between the ceiling and floor above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 100 L.F. Section 708. In buildings having roofs of wood frame construction draft stop the area between the ceiling and roof above so that no concealed space exceeds 9,000 s.f. and no horizontal dimension exceeds 100 L.F. Section 708. Smoke & Fire dampers shall be installed per Section 713.10 at all ducted or unducted air openings at penetrations of: a) The fire-resistive construction of corridors. Provide an exit analysis plan for each floor (may be 8 1/2" x 11" or any convenient size). The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 1003.1. Show the locations of existing exits from the building and show the path of travel from the remodel area to the existing exits. Exit doors should swing in the direction of exit travel when serving an occupant load of 50 or more. Section 1004.2. CARLSBAD 98-159 FEB 3, 1998 Exit doors from Group A-3 occupancy shall not be provided with a latch or lock unless it is panic hardware. Chapter 10. This applies to the theater. All doors and gates, within the exit path from Group A-3 occupancy to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Chapter 10. When additional doors are provided for egress purposes, they shall conform to the width, swing and hardware provisions in Chapter 10. Sections 1004.3 and 1004.6. See Sec. 1004.12. Clearly show where the non-rated corridor system terminates and a rated corridor system commences. One-hour fire-rated corridors shall have interior door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes. Doors shall be maintained self-closing or be automatic closing by action of a smoke detector per Section 713.2. Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 1005.8.1. Show rated corridors, lobbies, reception or foyers cross-hatched on the floor plans. Provide a complete architectural section of the corridor showing all fire-resistive materials and details of construction for all floors, walls, ceiling and all penetrations. Section 1005.7. If a room with an exhaust fan has a door opening into a rated corridor, show how makeup air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided. Section 1005.8.1. Provide a note on the plans stating: "Penetrations of fire-resistive walls and roof-ceilings shall be protected as required in UBC Sections 709 and 710." Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. (City Policy) All roof-mounted equipment shall be concealed from view. Provide structural detailing for the screening. Show code complying railing height, picket opening and post connection details on F13.10. 38. Please show ICBO approval numbers on details per 3.10. CARLSBAD 98-159 FEB 39 1998 Provisions in Chapter 7 require special treatment of penetrations at fire-resistive assemblies. Provide typical details on the plans showing how the fire-resistive integrity will be maintained at the following conditions (include the manufacturers' names and ICBO numbers (or equal) for any sealant): THROUGH-PENETRATIONS (through the entire assembly): Fire-resistive bearing walls and/or walls requiring protected openings shall have penetrations protected with through-penetration fire stops having an F-rating, T-rating or complying with UBC Standard 7-1, depending on their locations, sizes and combustibility. Fire resistive floor/ceiling assemblies shall have penetrations protected with through-penetration fire stops having and F-rating, T-rating or complying with UBC Standard 7-1, depending on their sizes, combustibility and whether the penetrations are in walls above. MEMBRANE-PENETRATIONS (through only one side of an assembly): Fire-resistive walls (whether bearing or not and whether requiring fire protected openings or not) shall have penetrations protected with membrane-penetration fire stops having an F-rating or complying with UBC Standard 7-1, depending on their size and combustibility. Limited steel electrical outlet boxes (not exceeding 16 sq. in., nor more than 100 sq. in. for any 100 sq. ft. of wall) require no protection. Fire-resistive ceilings shall have no penetrations, except for noncombustible sprinkler pipes and steel electrical outlet boxes as described above. NOTE: The plans should indicate the various fire-stop ratings required for all penetrations. Please note where details A & G/3.10 are referenced on plans. Please cross reference the details per S-2 on plans, i.e., show grid lines on both architectural and structural plans, so it is clear where they apply. Please provide structural calculations for all the proposed changes per sheets S- 2&S-3. Please note where detail IIS-3 is referenced on plans. More corrections may be necessary after complete exiting plans are submitted to EsGil for review. Please see attached for P/MIE items. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. If you have any questions regarding these plan review items, please contact All Sadre @ 619/560-1468, at Esgil Corporation. Thank you. CARLSBAD 98-159 FEB 30 1998 PLUMBING, MECHANICAL AND ENERGY CORRECTIONS JURISDICTION: Carlsbad DATE: 2/2/98 PLAN REVIEW NUMBER: 98-159 SET: I PLAN REVIEWER: Glen Adamek 46. Each sheet of the plans must be signed by the licensed designer. 47. Provide data on proposed hazardous material to be stored and used. UBC, Section 307 and UFC. Clearly show types of hazardous material is being stored or used. Provide a list of the proposed hazardous material classified as per UBC, Tables 3- 0 and 3-E. Provide the material safety data sheets (MSDS). Clearly show the amounts of each type of hazardous material to be stored and in use. C) Clearly show where in the buildings each type of hazardous material is being stored or used. PLUMBING (1994 UNIFORM PLUMBING CODE) Provide complete plumbing plans. 48. Provide complete drain, waste and vent plans. 49. Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1217.0 50. Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths. UPC Section 610.0 51. Show water heater size, type and location on plans. UPC, Section 501.0 52. Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. UPC, Section 510.0 53. New and relocated water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2, H & S Code, Section 17921.3(b). CARLSBAD 98-159 FEB 3, 1998 New and relocated urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard Al 12.19.2. H & S Code, Section 17921.3(b). Detail shower drain 48 inches minimum from threshold at entry into the shower stall for wheel chair access, or detail curbs at entry to the shower stall. UPC Section 410.3 Detail the shower pan and shower pan water liner limits. Shower control valves must be pressure balance or thermostatic mixing valves. UPC Section 410.7 A complete plumbing plans review will be done when complete plumbing plans and calculations are provided. MECHANICAL (1994 UNIFORM MECHANICAL CODE) . Provide complete mechanical plans. Show the size, location and type of all heating and cooling appliances or systems. Provide mechanical ventilation in all rooms capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC, Section 1202.2.1 Provide mechanical plans showing existing and proposed HVAC equipment, ducts and access to equipment. In Groups B, F, M, and S Occupancies, or portions thereof, where Class I, Il, or Ill-A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six air changes per hour. Such mechanical exhaust shall be taken from a point at or near the floor. UBC, Section 1207.5(UBC, Section 1202.2.2 should be corrected to read like UBC, Section 1207.5 was corrected. Note there was no code change to remove the new F, M, and S Occupancies from this ventilation requirements.) Detail disposal sites of main condensate drainage from air conditioning units as per UMC Section 310 Detail overflow (secondary) condensate discharge from air conditioning units that are in a ceiling space to readily observed locations. UMC Section 310.1.1 Fire rated corridors are not to be used to convey air to or from rooms. UMC Section 601.1.1 Show the locations of the required fire and smoke dampers. CARLSBAD 98-159 FEB 3, 1998 66. Provide smoke detection in supply air duct of 'air-moving system' for required shut-off for smoke control as per UMC, Section 608 and also see Section 203. 67. A complete mechanical plans review will be done when complete mechanical plans and calculations are provided. . ENERGY CONSERVATION 68. Provide complete energy designs for the proposed changes in envelope, and mechanical systems. Provide the completed ENV-1, ENV-2, ENV-3, MECH-1, MECH-2, MECH-3 and MECH-4 forms showing energy compliance. 69. Show the daylit areas and required daylit area lighting controls for new or relocated lighting in daylit areas. Title 24, Part 6, Section 131(c). 70. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131(d). The occupant sensors required in all areas as per the LTG-1 part 2 of 2 form are not all shown on the plans. 71. Correct the lighting energy design (the LTG- forms). The LTG-2 seems to show more Office area than shown on the plans. The medium screw base light fixtures are a minimum 75 watts for each light fixture. 72. The corrected, and completed ENV-1, LTG-1, and MECH-1 forms signed by the Principal Designers and Documentation Authors must be imprinted on the plans. 73. Complete energy plan check will be done when complete corrected energy designs are provided. Note: If you have any questions regarding this plan review list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ELECTRICAL PLAN REVIEW 1993 NEC JURISDICTION: Carlsbad DATE: 2/2/98 PLAN REVIEW NUMBER: 98-159 PLAN REVIEWER: Eric Jensen CARLSBAD 98-159 FEB 3, 1998 Note on the floorplans that "All plug and cord connected modular furniture shall have a dedicated neutral conductor for each ungrounded (phase) conductor." NEC 605-8(d) Show compliance with NEC Article 645 "Electronic Computer/Data Processing Equipment": Disconnecting Means for the electronic and HVAC equipment and the UPS system (if installed in the same room). Show the existing stairwell lighting and note if it has an alternate source of power, i.e. battery back-up. If not, show how emergency exitway illumination is provided. (Typical for all stairwells) How is (emergency) exitway illumination provided in the lobby area and theater? Commercial bathroom convenience receptacles are required to be GFCI protected. Detail the (location) installation of the transformers, panelboards, and distribution boards on the exterior of the building. Include the secondary conductor overcurrent protection disconnects within 25' of the transformers. Show the location of the existing service. Include the new 400 and 600 ampere service disconnects. Identify on the single line diagram all of the overcurrent devices that shall be labeled as a "Service Disconnecting Means". The service ground may or may not be permitted as the transformer grounding electrode depending upon the proximity of the electrical service. If the service is remote from the location, cold water or structural steel must be used. The new "ice storage system" may require compliance with the Uniform Mechanical Code, Chapter 11 "Refrigeration". Review UMC 1107.5 and 1108.4 if this Chapter applies and show compliance on the plans. The electrical plan check is not complete, plumbing and mechanical plans have not been submitted at this time. Note: If you have any questions regarding this electrical plan review list please contact the plan reviewer listed above at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. CARLSBAD 98-159 FEB 3, 1998 VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: 98-159 PREPARED BY: All Sadre DATE: FEB 3, 1998 BUILDING ADDRESS: 2051 PALOMAR AIRPORT RD., # A BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION BUILDING AREA (ft.2) IALUATION MULTIPLIER VALUE L (s) T. 1. 23,000 26 598,000 Air Conditioning Fire Sprinklers TOTAL VALUE 598,000 El 199 UBC Building Permit Fee El Bldg. Permit Fee by ordinance: $ 2,333.50 El 199 UBC Plan Check Fee El Plan Check Fee by ordinance: $ 1,516.77 Type of Review: El Complete Review El Structural Only El Hourly El Repetitive Fee Applicable El Other: Esgil Plan Review Fee: $ 1,213.42 Comments: Sheet I of I macvalue.doc 5196 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB q601 DATE ab/v ADDRESS 'o 51 PIWOR41, 47 J RESIDENTIAL RESIDENTIAL ADDITION MINOR (<$10,000.00) ANT PROVET (!t PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER AwPLANNER DATE ENGINEC72 777 DATE DoIMIsformsIPlanning Engineering Approvals City of Carlsbad 98016 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report:Wednesday, April 22, 1998 Reviewed by: Contact Name Larry Wharton Address 639 Bison Ct City, State El Cajon CA 92019 Bldg. Dept. No. CB980159 Planning No. Job Name Pinnfund Job Address 2051 Palomar Airport Ste. or Bldg. No. A 19 Approved - The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. O Disapproved - Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st 2nd 3rd Other Agency ID CFDJob# 98016 File#_________ 2560 Orion Way Carlsbad, California 92008 • (619) 931-2121 Firouzi Consulting Engineers, Inc. a structural analysis and design company STRUCTURAL CALCULATIONS PROJECT NAME: PINNFUND DATE: MARCH 19, 1998 ENGINEER OF RECORD: FIROUZI CONSULTING ENGINEERS, INC. jy F U .1 16959 Bernardo Center Drive, Suite 216, San Diego, CA 92128 (619)485-6227 (619) 485-6201 C'~ - ~~'l FIROUZI CONSULTING ENGINEERS, INC. 16959 Bernardo Center Drive, Suite 216 San Diego, California 92128 Phone (619) 485-6227, Fax (619) 485-6201 Project: Pinnfund Job #: Date: Mar '98 By: Page 1... DESIGN LOADS Roof Beams & Purlins Roof Members Dead Load Roofing 6.0 psf Framing 3.5 Plywood 1.5 Insulation 0.5 Ceiling 2.0 Misc 1.5 TOTAL 15.0 psf Live Load 0 - 200 sq. ft 20 psf 201 -600 sq. ft 16 psf Over 600 sq. ft. 12 psf Mezzanine Members Under Assembly Room Live Load 50 psf The orignal design loading of mezzanine members was 100 psf. By inspection new assembly room, OK. FIROUZI CONSULTING ENGINEERS, INC. 16959 Bernardo Center Drive, Suite 216 San Diego, California 92128 Phone (619) 485-6227, Fax (619) 485-6201 Project: Pinnfund Job #: Date: Mar '98 By: Page 2 DESIGN VALUES WOOD MEMBERS DOUGLAS FIR-LARCH 2" to 4" thick, 2" and wider No. I Fb = 1000 psi Ft = 675 psi F,, = 95 psi F0 1450psi F0 =625psi E1700000psi No.2 Fb 875psi F=575psi F,,=95psi F0 = 1300 psi F0 .1. = 625 psi E = 1600000 psi 5" thick and larger No.1 B&S Fb = 1350 psi Ft 675 psi F,, = 85 psi F0 = 625 psi F0 = 625 psi E = 1600000 psi No.1 P&T Fb = 1200 psi Ft 825 psi F,, = 85 psi F0 = 1000 psi F0 = 625 psi E = 1600000 psi Size Factor. C1 Fb Grades Width Thickness Ft F 2" & 311 4 Select Structural 2,3, and 4 1.5 1.5 1.5 1.15 No.1 and better 5 1.4 1.4 1.4 1.1 No.1, No.2, No.3 6 1.3 1.3 1.3 1.1 8 1.2 1.3 1.2 1.05 10 1.1 1.2 1.1 1.0 12 1.0 1.1 1.0 1.0 14 and wider 0.9 1.0 0.9 0.9 Stud 2,3, and 4 1.1 1.1 1.1 1.05 5 and 6 1.0 1.0 1.0 1.0 GLULAM BEAMS 24F-V4 Bending: Axial: 24F-V8 Bending: Axial: Fb (r in 1) = 2400 psi Fb (Tin C) = 1200 psi E = 1800000 psi F= 1150 psi Fb (T in T) = 2400 psi Fb (T in C) = 2400 psi E = 1800000 psi Ft = 1100 psi F0 .1 = 650 psi F,,= 165 psi F0 = 1650 psi E = 1600000 psi F0 .1. = 650 psi F,,= 165 psi F0 = 1650 psi E= 1600000 psi 14.27k-ft a 7.500 ft Shear: 0.00k-ft a 0.000 ft 0.00k-ft Camber: 0.00k-ft 18.55 Reactions... fv 65.83 psi Left DL 1.71k Fv 85.00 psi Right DL 1.71 k © Left © Right © Left © Center © Right Max Max Firouzi Consulting Engineers, Inc. Title: Pinnfund Job# 16959 Bernardo Center Dr., Ste. 216 Dsgnr: Date: San Diego, California 92128 Description: Scope: Building Improvements I General Timber Beam 3 1 General Information 1 Description New Skylight Support Beam Section Name 6x14 Center Span 15.00 ft .....Lu 0.00 ft Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 13.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn DOUGLAS FIR-LARCH, No.1 LL & ST Act Together Fb Allow 1,350.0 psi Load Our. Factor 1.000 Fv Allow 85.0 psi Beam End Fixity Pin-Pin Fc Allow 925.0 psi Wood Density 34.000 pcf E 1,600.0 ksi [uniform Loads Uniform Loads Over Full Span Center DL 210.00 #Ift LL 280.00 #Ift Left Cantilever DL #Ift LL #Ift Right Cantilever DL #Ift LL #/ft Beam Design OK Span= 15.00ft, Beam Width = 5.500in x Depth = 13.51n, Ends are Pin-Pin Max Stress Ratio 0.774 :1 Maximum Moment 14.3 k-ft Maximum Shear* 1.5 Allowable 18.6 k-ft Allowable Max. Positive Mom Max. Negative Moment Max @ Left Support Max © Right Support Max. M allow fb 1,025.32 psi Fb 1,332.45 psi 4.9 k 6.3 k 3.81 k 3.81 k 0.000 in 0.215 in 0.000 in 3.81k 3.81 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.144 in -0.320 in Deflection 0.000 in 0.000 in ...Location 7.500 ft 7.500 ft ...Length/Defl 0.0 0.0 ...Length/Defl 1,253.1 561.79 Right Cantilever... Deflection 0.000 in 0.000 in .Length/Defl 0.0 0.0 (C) 1983-97 ENERCALC e:enercalc\pinnfund.ecw KUV-0602755, V5.0.2, 1-Jun-1997 Firouzi Consulting Engineers, Inc. Title: Pinnfund Job # 16959 Bernardo Center Dr., Ste. 216 Dsgnr: Date: San Diego, California 92128 Description: Scope: Building Improvements I General Timber Beam 4 I Stress Caics Bending Analysis Ck 27.920 Rb 0.000 Sxx 167.063 in3 Area 74.250 in2 Cv 0.987 - Max Moment Sxx Req'd Actual fb © Center 14.27 k-ft 128.55 in3 1,332.45 psi © Left Support 0.00 k-ft 0.00 in3 1,332.45 psi © Right Support 0.00 k-ft 0.00 in3 1,332.45 psi Shear Analysis © Left Support © Right Support Design Shear 4.89 k 4.89 k Area Required 57.500 1n2 57.500 1n2 Actual Stress: Iv 85.00 psi 85.00 psi Bearing @ Supports Max. Left Reaction 3.81 k Bearing Length Req'd 0.748 in Max. Right Reaction 3.81 k Bearing Length Req'd 0.748 in Query Values M, V, & D @ Specified Locations Moment Shear Deflection © Center Span Location 0.00 ft 0.00 k-ft 3.81 k 0.0000 in © Right Cant. Location = 0.00 ft 0.00k-ft 0.00 k 0.0000 in © Left Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in (C) 1983-97 ENERCALC e:\enercalc\pinnfund.ecw KW-0602755, V5.0.2, 1-Jun-1997 Firouzi Consulting Engineers, Inc. Title: Pinnfund Job# 16959 Bernardo Center Dr., Ste. 216 Dsgnr: Date: San Diego, California 92128 Description: Scope: Building Improvements I Steel Beam Design c I General Information Description Existing Skylight Support Beam #1 Steel Section W16X31 Fy 36.00ksi Pinned-Pinned Load Duration Factor 1.00 Center Span 28.00 ft Bm Wt. Added to Loads Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu 0.00 ft [Distributed Loads #1 #2 #3 #4 #5 #6 #7 DL 0.053 kift LL 0.056 k/ft ST k/ft Start Location ft End Location ft [Point Loads #1 #2 #3 #4 #5 #6 #7 Dead Load 1.700 k Live Load 1.700 k Short Term k Location 10.000 ft Beam OK Using: W1 6X31 section, Span = 28.001t, Fy = 36.OksiEnd Fixity = Pinned-PinnedFy = 36.00ksi, Lu = O.00ft, LDF = 1.000 Actual Allowable Moment 34.402 k-ft 93.514 k-ft Max. Deflection -0.399 in fb: Bending Stress 8.741 ksi 23.760 ksi Length/DL Defi 1,547.8:1 fb / Fb 0.368: 1 Length/(DL+LL Defi) 842.8: 1 Shear 4.145k 62.885k fv: Shear Stress 0.949 ksi 14.400 ksi fv/Fv 0.066:1 [Force & Stress Summary <<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only 0 Center 0 Center 0 Cants c Cants Max. M + 34.40 k-ft 18.46 34.40 k-ft Max. M - k-ft Max. M @ Left k-ft Max. M © Right k-ft Shear @ Left 4.15k 2.27 4.15 k Shear© Right 3.17k 1.78 3.17 k Center Defi. -0.399 in -0.217 -0.399 -0.399 0.000 0.000 in Left Cant Defi 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Def 0.000 in 0.000 0.000 0 000 0.000 0.000 in ...Query Defi © 0.000 in 0.000 0.000 0.000 0.000 0.000 in Reaction © Left 4.15 2.27 4.15 4.15 k Reaction © Rt 3.17 1.78 3.17 3.17 k (c) 1983-97 ENERCALC e:\enercalc\pinnfund.ecw KW-0602755, V5.0.2, 1-Jun-i 997 Firouzi Consulting Engineers, Inc. Title: Pinnfund Job # 16959 Bernardo Center Dr., Ste. 216 Dsgnr Date: San Diego, California 92128 Description: Scope: Building Improvements I Steel Beam Design , I [section Properties Steel Section W16X31 Weight 30.98 #Ift r-xc 6.412 in Depth 15.88 in lxx 375.00 1n4 r-yy 1.166 in Web Thick 0.275 in lyy 12.40 in4 Misc 1.390 in Width 5.525 in Sxx 47.229 in3 Flange Thick 0.440 in Syy 4.489 in3 Area 9.12 in2 (C) 1983-97 ENERCALC e:enercalcpinnfund.ecw K'W-0602755, V5.0.2, 1-Jun-1 997 1irouzi Consulting Engineers, Inc. Title: Pinniund Job # 16959 Bernardo Center Dr., Ste. 216 Dsgnr: Date: San Diego, California 92128 Description: Scope: Building Improvements Steel Beam Design 7 I General Information Description Existing Skylight Support Beam #2 New Channels Added to Side of Beam Steel Section C1 2X20.7 Fy 36.00ksi Pinned-Pinned Load Duration Factor 1.00 Center Span 28.00 ft Bm Wt. Added to Loads Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu 0.00 ft [Distributed Loads #1 #2 #3 #4 #5 #6 #7 DL 0.060 klft LL 0.064 k/ft ST k/ft Start Location ft End Location ft [Point Loads #1 #2 #3 #4 #5 #6 #7 Dead Load 0.850 k Live Load 0.850 k Short Term k Location 10.000 ft Beam OK Using: C12X20.7 section, Span = 28.00ff, Fy = 36.OksiEnd Fixity = Pinned-PinnedFy = 36.00ksi, Lu = 0.00ff, LDF = 1.000 Actual Allowable Moment 23.929 k-ft 38.430 k-ft Max. Deflection -0.860 in . fb: Bending Stress 13.450 ksi 21.600 ksi Length/DL Defi 729.1 :1 fb I Fb 0.623: 1 Length/(DL+LL Defi) 390.5: 1 Shear 3.116k 48.384k fv: Shear Stress 0.927 ksi 14.400 ksi fv/Fv 0.064:1 [Force & Stress Summary <<- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only Center (cD Center c Cants 0 Cents Max. M + 23.93 k-ft 12.71 23.93 k-ft Max. M - k-ft Max. M @ Left k-ft Max. M @ Right k-ft Shear @Left 3.12k 1.67 3.12 k Shear@ Right 2.63k 1.43 2.63 k Center Defi. -0.860 in -0.461 -0.860 -0.860 0.000 0.000 in Left Cant Defi 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Def 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defi © 0.000 in 0.000 0.000 0.000 0 000 0.000 in Reaction© Left 3.12 1.67 3.12 3.12 k Reaction © Rt 263 1.43 2.63 2.63 k (C) 1983-97 ENERCALC e:nercalc\pinnfund.ecw KW-0602755, V5.0.2, 1-Jun-1997 Mrouzi Consulting Engineers, Inc. 16959 Bernardo Center Dr., Ste. 216 San Diego, California 92126 Title: Pinnfund Dsgnr: Date: Description: Scope: Building Improvements Job# I Steel Beam Design 0 I LSection Properties Steel Section C12X20.7 Weight 20.48 #/ft r-xx 4.609 in Depth 12.00 in lxx 128.10 1n4 r-yy 0.804 in Web Thick 0.280 in lyy 3.90 1n4 Misc 0.700 in Width 2.940 in Sxx 21.350 in3 Flange Thick 0.501 in Syy 2.653 in3 Area 6.03 in2 (C) 1983-97 ENERCALC e:enercaIcpinnfund.ecw KW-0602755, V5.0.2, 1-Jun-i 997 LOc\ BUILDING PERMIT 06/24/98 09:32 Page 1 of 1 Job Address: 2051 PALOMAR AIRPORT RD Permit Type: PLAN CHECK REVISION Parcel No: 213-050-39-00 Valuation: 0 Occupancy Group: Reference#: Description: REVISION-CHANGE OPENINGS ?INN FUND PCR No: PCR9808U Project No: A9800220 Development No: 8374 06/24/98 0001 01 02 C—PRMT 327.00 Construction Type: VN Status: ISSUED Applied: 05/18/98 Aor/Issue: 06/24/98 Entered By: JM Suite: A Lot#: Appl/Ownr : US BUILDINGS 760 350-0710 249 HWY 101 SUITE 19 SOLANA BEACH CA 92075 - -- *** Fees Required *** -- Fees Collected & Credits ----------------------------- _______T--- Fees: 327.VI Adjustments: 0."-:" " '"ta,l r,èdi .00 Total Fees: 3,7.)i)J''-' Totdl-Iarmez:\ iai .00 327.00 Fee descri'tion / '-" - / J-nits e7s.rnt Ext fee Data -- r------------ ----------'----- ----------------- " Plan Check Revisioni/FL )- - 327.00 --' \ "S '- 327.00 -- '5 -, \\ SIS - •\,S':. :- - - NcoRponATEE) C52 5• . - '5" 5'- 5 -- 5" 5 I' FINA[AppPovAL I INSP.__________ DATE CLEARANCE_ -- ---.- --TTL - CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 FOR OFFICE USE ONLY PLAN CHECK NO. 1;~6>?Z02k6 EST. VAL. Plan Ck. Deposit Validated By_ Legal Description Lot No. Subdivision Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use Proposed Use ' r rrC (\ry-w c t -- r r -c4c- of Work SQ. FT. #of Stories # of Bedrooms # of Bathrooms 2. CONTACT PERSON (It different from'applicant) . •. • . .. .' j s*1'wj ••_ \t\ . (4 • Name Address City Stath/Zip Telephone # / Fax # APPLICANT 0 Contractor 0 Agent forContractor. ..D.Owhr Deflr'fqrOnr'. ' ..... Telephone # Name Address City State/Zip PROPERTY OWNER .2 '' Name Address City State/Zip Telephone # CONTRACTOR . COMPANY NAME ,,..': (Sec. 7031.5 Business and Professions Coda: 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, commending with Section 7000 of Division 3 of the Business and Professions Code] 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). Name Address City State/Zip Telephone # - State License # License Class City Business License # Designer Name Address City State/Zip Telephone State License # S. WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: El I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No._____ Expiration Date___________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) 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. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000). in addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE 7. 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). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply 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). I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES Owo I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / Contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address I phone number / contractors license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work). PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY'. . '" 2 - ...:., - •- -- - 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? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 8 CONSTRUCTION LENDING AGENCY * r" I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS__________________________________________________________ 9, -APPLICANT CERTIFICATION I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit, 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. OSHA: An OSHA permit is required for excav tions over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Iding 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 co ncJ wit1365 ay fro 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 i c mrfen days (Section 106.4.4 Uniform Building Code). 4 APPLICANT'S SIGNATURE A DATE WHI : File YELLOW: Applicant PINK: Finance 7 EsGil Corporation In Partnership with government for Bui(1irzg Safety DATE: JUNE 17, 1998 JURISDICTION: CARLSBAD PLAN CHECK NO.: 98-159 (REV.) PCR 98-80 SET: II PROJECT ADDRESS: 2051 PALOMAR AIRPORT RD. PROJECT NAME: PINNFUND &E3P- %Lr-,~NT RI 0 PLAN REVIEWER U FILE fl The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. U The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. E The applicant's copy of the check list has been sent to: U Esgil Corporation staff did not advise the applicant that the plan check has been completed. F Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted (by: ) Fax #: Mail Telephone Fax In Person U REMARKS: Applicant should delete sheet S-6 from the submitted package as it does not pertain to this permit. Corridor and structural revisions under this plan change only. By: Ali Sadre Enclosures: Esgil Corporation E] GA C] CM DEJ E] PC 6/8 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 EsGil Corporation 1n Partnership with government for Building Safety DATE: MAY 28, 1998 JURISDICTION: CARLSBAD PLAN CHECK NO.: 98-159 (REV.) PCR 98-80 SET: I PROJECT ADDRESS: 2051 PALOMAR AIRPORT RD. PROJECT NAME: PINNFUND O APPLICANT 0 PLAN REVIEWER O FILE 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 deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: US BUILDINGS DEVELOPMENT 249 HWY. 101, SUITE 19, SOLANA BEACH, CA Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted (by: ) Fax #: Mail Telephone Fax In Person U REMARKS: Corridor and structural revisions under this plan change. By: All Sadre Enclosures: Esgil Corporation LI GA LI CM LI EJ 0 PC 5/18 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619)560-1468 • Fax (619) 560-1576 CARLSBAD 98-159 (REV.) PCR 98-80 MAY 28, 1998 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK NO.: 98-159 (REV.) PCR 98-80 I PROJECT ADDRESS: 2051 PALOMAR AIRPORT RD. DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: 5/18 MAY 28, 1998 REVIEWED BY: Ali Sadre FOREWORD (PLEASE READ): This plan review is limited to the 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. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following 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. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? L3 Yes 0 N Please show the location of all floor and roof openings per sheet S-6 on floor plans. Please provide a full height section through the floor/roof openings per previous item. Show a rated shaft is not required for such openings through the floors. CARLSBAD 98-159 (REV.) PCR 98-80 MAY 289 1998 Show the maximum size of the openings and indicate if there is a skylight on the roof. If so, show details and references as well as its ICBO # on plans. Please provide structural calculations for all the structural modifications. Please show guardrails at openings to be 42" high with 4" picket openings and connection details with references on plans. On detail 4/S-5, please indicate why the top and bottom connections are shop welded while the outside face is field welded. Please show the diameter of the shot pins on sections B & D/3.13. Please label the use of the newly created spaces on sheet 3.13. Please note the screw size and number between the wall and ceiling joists on Section 0/3.13. Please specify field welding requires special inspection and specify the name of the firm or individual responsible for it. Please note the ICBO # for the Hit anchors on S-5. 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 review for your project. If you have any questions regarding these plan review items, please contact All Sadre at Esgil Corporation. Thank you. CARLSBAD 98-159 (REV.) PCR 98-80 MAY 289 1998 VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: 98-159 (REV.) PCR 98-80 PREPARED BY: Ali Sadre DATE: MAY 28, 1998 BUILDING ADDRESS: 2051 PALOMAR AIRPORT RD. BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VN BUILDING PORTION BUILDING AREA VALUATION If MULTIPLIER If VALUE ($) REVISIONS 3-HOURS 87.15/HR. 261.45 ESGIL FEE Air Conditioning Fire Sprinklers TOTAL VALUE 1994 UBC Building Permit Fee El Bldg. Permit Fee by ordinance: $ 1994 UBC Plan Check Fee fl Plan Check Fee by ordinance: $ 326.81 CITY FEE Type of Review: • Complete Review El Structural Only • Hourly El Repetitive Fee Applicable El Other: Esgil Plan Review Fee: $ Comments: Sheet of macvalue.doc 5196 'Firouzi Consulting Engineers, Inc. a structural analysis and design company STRUCTURAL CALCULATIONS PROJECT NAME: PINNFUND DATE: JUNE 4, 1998 ENGINEER OF RECORD: FIROUZI CONSULTING ENGINEERS, INC. cwc-' C13:771:~f 16959 Bernardo Center Drive, Suite 216, San Diego, CA 92128 (619)485-6227 (619) 485-6201 'FIROUZI Project: Pinnfund qONSULTING Job #: By:_______ ENGINEERS, INC. Date: June '98 Page .1 16959 Bernardo Center Drive, Suite 201 San Diego, California 92128 Phone (619) 485-6227, Fax (619) 485-6201 DESIGN LOADS Roof Beams & Purlins Dead Load Roofing 6.0 psf Framing 3.5 Plywood 1.5 Insulation 0.5 Ceiling 2.0 Misc 1.5 TOTAL 15.0 psf Roof Sub-purlins Dead Load Roofing 6.0 psf Framing 1.5 Plywood 1.5 Insulation 0.5 Misc 1.5 TOTAL 11.0 psf Roof Members Live Load 0 - 200 sq. ft 20 psf 201 -600 sq. ft 16 psf Over 600 sq. ft. 12 psf Floor Members Office Dead Load 25 psf Partition Load 20 psf Live Load 80 psf Concentrated Load per usage Firoui Consulting Engineers, Inc. Title: Pinnfund Job # li959 Bernardo Center Dr., Ste. 216 Dsgnr: Date: San Diego, California 92128 Description: Scope: Building Improvements Steel Beam Design [General Information Description New Beams Steel Section W8XI0 Fy 36.00ksi Pinned-Pinned Load Duration Factor 1.00 Center Span 10.00 ft Bm Wt. Added to Loads Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu 0.00 ft Distributed Loads #1 #2 #3 #4 #5 #6 #7 DL 0.203 k/ft LL 0.360 k/ft ST k/ft Start Location ft End Location ft 11iiLi1 Using: W8X10 section, Span = 10.001t, Fy = 36 0ksiEnd Fixity = Pinned-PinnedFy = 36.00ksi, Lu = O.00ft, LDF = 1.000 Actual Allowable Moment 7.163 k-ft 15.459 k-ft fb: Bending Stress 11.010 ksi 23.760 ksi fb/Fb 0.463:1 Shear 2 865 k 19.315k fv: Shear Stress 2.136 ksi 14.400 ksi fv/Fv 0.148:1 Max. Deflection -0.144 in Length/DL Defi 2,236.0: 1 Length/(DL+LL Defi) 831.3:1 Force & Stress Summary 1 <<-- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only (6 Center t Center (ED Cants 01 Cants Max. M+ 7.16k-ft 2.66 7.16 k-ft Max. M - k-ft Max. M © Left k-ft Max. M @ Right k-ft Shear@ Left 2.87k 1.07 2.87 k Shear@ Right 2.87k 1.07 2.87 k Center Defi. -0.144 in -0.054 -0.144 -0.144 0.000 0000 in Left Cant Defl 0.000 in 0 000 0.000 0.000 0.000 0 000 in Right Cant Def 0.000 in 0 000 0.000 0 000 0.000 0.000 in ...Query Defi @ 0.000 in 0.000 0000 0.000 0.000 0.000 in Reaction © Left 2.87 1.07 2.87 2.87 k Reaction © Rt 2.87 1.07 2.87 2.87 k [Section Properties Steel Section W8XI0 Weight 10.05 #Ift r-xx 3.226 in Depth 7.89 in lxx 30.80 in4 r-yy 0.840 in Web Thick 0.170 in lyy 2.09 in4 Misc 0.990 in Width 3.940 in Sxx 7.807 in3 Flange Thick 0.205 in Syy 1.061 1n3 Area 2.96 in2 (C) 1983-97 ENERCALC c.\enercalc\pinnfund.ecw KW-0602755, V5.0.2, I-Jun-1997 FIROUZI Project: Pinnfund CONSULTING Job #: By:______ ENGINEERS, INC. Date: June '98 Page j 16959 Bernardo Center Drive, Suite 201 San Diego, California 92128 Phone (619) 485-6227, Fax (619) 485-6201 STRUCTURAL MODIFICATIONS Existing Purlins Since no additional load is being added, by inspeciton, OK. Wall Oøeninqs Three 3'-4" openings to be added to existing concrete panel. Reinforce openings with TS 5"x5"xl/2" attached with 5/8" dia. Hilti HIT (C-100) bolts at 24" o.c. By inspection, OK.