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Home My WebLink About2100 PALOMAR AIRPORT RD; ; CB080846; Permit06-27-2008 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB080846 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title Applicant 2100 PALOMAR AIRPORT RD CBAD Tl Sub Type INDUST 2130201800 Lot# 0 Status $20,47500 Construction Type 3A Applied Reference # Entered By PALOMAR AIRPORT-HANGER #7- Plan Approved 585 SF TI-(335 SF MEZZANINE TO OFFICE.250 SF 1ST FLR Issued Inspect Area Plan Check* Owner ISSUED 05/08/2008 RMA 06/27/2008 06/27/2008 KELCHLIN CONSTRUCTION COUNTY OF SAN DIEGO 12225 WORLD TRADE DR 92128 858618-2785 PUBLIC AGENCY 00000 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $201 15 Meter Size $0 00 Add'l Reel Water Con Fee $13075 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $430 PFF (3105540) $0 00 PFF (4305540) $0 00 License Tax (3104193) $0 00 License Tax (4304193) $000 Traffic Impact Fee (3105541) $000 Traffic Impact Fee (4305541) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Master Drainage Fee Sewer Fee $0 00 Redev Parking Fee $0 00 Additional Fees HMP Fee TOTAL PERMIT FEES $000 $000 $000 $000 $372 65 $343 98 $000 $000 $296 40 $273 60 $4800 $2000 $3750 $000 $531 45 $000 $000 77 $2,259 78 Total Fees $2,259 78 Total Payments To Date $2,259 78 Balance Due $000 :.;DJNG PLANS IN STORAGE ATTACHED Inspector —> FINAL APPROVAL Date _Clearance NOTiCE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as lees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees'exactions if you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bpi any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired City of Carlsbad 1635 Faraday Ave , Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax 760-602-8558 Plan Check No. Plan Ck. Deposit Building Permit Application JOB ADDRESS2-100 -020 - CONSTR TYPE I OCC GROUPPHASE # # OF UNITS I # BEDROOMS # BATHROOMS TENANT BUSINESS NAME DESCRIPTION OF WORK Include Square Feet of Affected Area(s) \ FIRE SPRINKLERS YES/fi NOD E (ff Different Fom ADDRESS-p-ioo ARCH/DESIGNER NAME & ADDRESS (Sec. 70315 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 fjfe~a//ifried statement that Ae a licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 ol Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis lor the jftegn exemption Any violation of Section 71)31 S by any applicant for a permit subjects the applicant to a mil penalty of not more than five hundred dollars {$500}) | " Workers' Compensation Declaration / hereby affirm under penalty of perjury one of the following declarations D 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 J& 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 workers compensation insurance carrier and policy number are InsuranceCo I ^t^goVy^ /^uvt»A/-rfi \ IA^> Policy No g^uJCLQO L| gr«T<5 Cs Expiration Date O[ [ 8 I ( 7JD<3 <? This section need not be completed if the permit is for one hundred dollars ($100) or less O 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 (4100,000), in addition to the cost of compensation, damages as orovided for injeettoin706 of the Labor code, Interest and attorney's fees I hereby affirm that I am exempt from 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 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) O 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) n I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement CJ Yes a No 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors license number) 4 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 / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work) ^PROPERTY OWNER SIGNATURE DATE Is (he applicant or future building occupant required to submit a business plan acutely hazardous matenals registration form or nsk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act' O Yes D No Is the applicant or future building occupant required to obtain a permit from the air pollution control distnct or air quality management district' a Yes O No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? a Yes a No IF ANY OF THE ANSWERS ARE YES, / EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec 3097 (i) Civil Code) Lender's Name Lender's Address Irertjfythatlhavereadtheapplic^onandstatethattheabcweinfb^^ I agree to comply with all Crty ordinances and State laws relatmgto building construction I hereby auftionze representative of the City of Carlsbad to enter upon ttie 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 stones in height EXPIRATION Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if Ihe building or work authonzed by such permit is not commenced within 180 days from the date of such permit or if the builaWbr work auttaaecTBft such perrat is suspended or abandoned at any feme after the work is commenced for a penod of 180 days (Secton 106 4 4 Unifoim Building Code) , ^APPLICANT'SSIGNATURE C^^sC^Pf ^J-^-^f ' DATE \f ip^ai City of cansbad iTti^IIEfEj^ Final Building Inspection u^^ Dept Building Engineering Planning CMWD St Lite NEn-e^ 1 v) Plan Check* Date 09/30/2008 Permit* CB080846 Permit Type Tl Project Name PALOMAR AIRPORT-HANGER #7- Sub Type INDUST 585 SF TI-(335 SF MEZZANINE TO OFFICE.250 SF 1ST F Address 2100 PALOMAR AIRPORT RD Lot 0 Contact Person JOE Sewer Dist CA Inspected /) / j Bv /. (j[J<8s4A0i Inspected Bv Inspected Bv Phone 6197783994 Water Dist CA Date a / // f/ XInspected i rZ/o^ % Approved £s Disapproved Date Inspected Approved Disapproved Date Inspected Approved Disapproved Comments Inspection List Permit* CB080846 Type Tl Date Inspection Item 09/30/2008 89 09/30/2008 89 09/15/2008 14 09/15/200834 09/15/2008 44 09/12/2008 14 09/12/200824 09/12/2008 34 09/12/2008 44 09/04/2008 17 08/29/2008 17 08/29/2008 24 08/11/2008 14 08/11/200824 08/08/2008 34 07/16/2008 11 Final Combo Final Combo Frame/Steel/BoltmgA/Veldin Rough Electric Rough/Ducts/Dampers Frame/Steel/Boltmg/Weldin Rough/Topout Rough Electric Rough/Ducts/Dampers Interior Lath/Drywall Interior Lath/Drywall Rough/Topout Frame/Steel/Boltmg/Weldin Rough/Topout Rough Electric Ftg/Foundation/Piers INDUST PALOMAR AIRPORT-HANGER #7- 585 SF TI-{335 SF MEZZANINE TO OFFICE Inspector Act Comments TP - TP TP TP MC MC MC MC TP MC MC TP TP TP PD AP Rl AP AP AP CO SEE NOTICE CO CO CO AP CO NOTICE, OK TO TAPE LOWER RM AP EXT GATE CODE 2 & 4 SIMULTANEOUSLY AND THEN 3 AP NEED ENG REV FOR TJIs, L90 SPEC & NEED WELD REPORT CO NEED TES T AP AP Wednesday, October 01, 2008 Page 1 of 1 City of Carlsbad Bldg Inspection Request For 09/30/2008 Permit* CB080846 Title PALOMAR AIRPORT-HANGER #7- Inspector Assignment TP Description 585 SF TI-(335 SF MEZZANINE TO OFFICE.250 SF 1ST FLR OFFICE) Type Tl Sub Type INDUST Job Address 2100 PALOMAR AIRPORT RD Suite Lot 0 Location OWNER COUNTY OF SAN DIEGO Phone 6197783994 Inspector Owner WESTERN SERVICE CONTRACT CORP <LF> PALOMAR AIPOR Remarks Total Time Requested By JOE Entered By CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comments AP . Comments/Notices/Holds Associated PCRs/CVs Original PC# PCR05031 WITHDRAW PALOMAR AIRPORT BLDG 1 RLVISF 1RI NCI I DRAINS PCR05043 ISSUED AIKI'OR I HANGAR BLDG-1, PLUMBING REVISIONS PCR05095 ISSUED PALOMAR AIRPOR P HANGER BLDG 1 MISC REVISIONS DPI TA 5 PCR05119 ISSUED PALOMAR AIRPORFCNIR DkPERRCD STAIR SUBMITTIAL BLDG I PCR05180 ISSUED BLDCi I DELTA 8 S> PAIR SUBMI H AL PCR05189 ISSUED PALOMAR AIRPORT BLDG I DELTA 7 RHVISIONS PCR05227 ISSUED PALOMAR AIRPORT CENTER CHANGE DIRIXTIVr II-I DOOR ADD HKhLl I b \VINL PCR06035 ISSUED PALOMAR AIRPORT BLDG 1 WALl GLAZING Inspection History CommentsDate Description Act 09/15/2008 14 Frame/Steel/Bolting/Weldmg AP 09/15/2008 34 Rough Electric AP 09/15/2008 44 Rough/Ducts/Dampers AP 09/12/2008 14 Frame/Steel/Bolting/Weldmg CO 09/12/2008 24 Rough/Topout CO Insp TP TP TP MC SEE NOTICE MC City of Carlsbad Bldg Inspection Request For 09/12/2008 Permit* CB080846 Title PALOMAR AIRPORT-HANGER #7- Inspector Assignment TP Description 585 SF TI-(335 SF MEZZANINE TO OFFICE.250 SF 1ST FLR OFFICE) Type Tl Sub Type INDUST Job Address 2100 PALOMAR AIRPORT RD Suite Lot 0 Location OWNER COUNTY OF SAN DIEGO Owner RELATIONAL PALOMAR LLC <LF> PALOMAR AIRPORT CENT Remarks CEILING IN HANGER #7 Phone 6194954148 Inspector Total Time Requested By JESUS Entered By CHRISTINE CD Description Act Comments 14 Frame/Steel/Boltmg/Welding 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers Comments/Notices/Holds Associated PCRs/CVs Original PC# PCR05031 WITHDRAW I'ALOMAR AIRPORT BLDG 1 REVISE TRENCH DRAINS PCR05043 ISSUED AIRPORI HANGAR BLDG-I PLUMBING REVISIONS PCR05095 ISSUED PALOMAR AIRPORT HANGER BLDG I, M1SC REVISIONS DPLTA 5 PCR05119 ISSUED PALOMAR AIRPORT CNIR DrTERRED STAIR SUBMITT1AL BLDG I Bl DO I DELTA 8 STAIR SUBMITTAL, PALOMAR AIRPORT BLDG I I3FLTA 7 REVISIONS PALOMAK AIRPORT CENI ER , CHANGE D1REC1IVL 11-1 DOOR ADD HRELI1C W1NC PALOMAR AIRPORT BLDG I, WALL GLAZING PCRoSlSO ISSUED PCR05189 ISSUED PCt«iJ5227 ISSUED PCR06035 ISSUED Inspection History Date Description Act Insp 09/04/2008 17 Interior Lath/Drywall AP TP 08/29/2008 17 Interior Lath/Drywall CO MC 08/29/2008 24 Rough/Topout AP MC 08/11/2008 14 Frame/Steel/Bolting/Welding AP TP 08/11/2008 24 Rough/Topout CO TP Comments NOTICE OK TO TAPE LOWER RM EXT GATE CODE 2 & 4 SIMULTANEOUSLY AND THEN 3 NEED ENG REV FOR TJIs, L90 SPEC & NEED WELD REPORT NEED TEST NOTICECITY OF CARLSBAD (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE PERMIT NO DATE Y** **Z*f\ ^^ .' TIME *' LOCATION ° ~ "' ' ~ ^ u 6 fe.rU ^; I I • V U i^ I FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? . YES L FOR FURTHER INFORMATION, CONTACT _ ^ JA\PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 08/29/2008 Permit* CB080846 Title PALOMAR AIRPORT-HANGER #7- Description 585 SF TI-(335 SF MEZZANINE TO OFFICE.250 SF 1ST FLR OFFICE) Sub Type INDUST Inspector Assignment TP Type Tl Job Address 2100 PALOMAR AIRPORT RD Suite Lot 0 Location OWNER COUNTY OF SAN DIEGO Owner OPEN RANGE INC <LF> PALOMAR AIRPORT CENTER LLC Remarks Phone 6197783995 Inspector Total Time CD Description 17 Interior Lath/Drywall 24 Rough/Topout Act Comments Requested By MANNY Entered By CHRISTINE &V-a L&i^&tL Comments/Notices/Holds Associated PCRs/CVs Original PC# PCR05031 WITHDRAW PALOMAR AIRPORT BI DC I REVISE TRCNCIf DRAINS AIRPORT I IANGAR BLDG-1 PLUMBING REVISIONS HALOMAR AIRPORT HANGER B! DO I M1SC REVISIONS DO 1 A S PALOMAR AIRPORT CN I R DEFERRED S I AIR SUBMI I I IAL BI DC I HI DG I DELTA 8 S 1 AIR SUBMITTAL PAIOMARAIRPORFBIDG I DELIA? REVISIONS PALOMAR A1RPORI CENTER CHANGE DIRECTIVE 1 1- 1 DOOR ADD HRR 1TP WINL PALOMAR AIRPORT BLDG I, WALL 01 A7ING Inspection History Act Insp Comments TP NEED ENG REV FOR TJIs L90 SPEC & NEED WELD REPORT CO TP NEED TEST TP PD - PCR05043 ISSUED PCR05095 ISSUED PCR05119 ISSUED PCR05180 ISSUED PCR05189 ISSUED PCR05227 ISSUED PCR06035 ISSUED Date *. Description 08/11/2008 14 Frame/Steel/BoltingA/Veldmg AP 08/11/2008 24 Rough/Topout 08/08/2008 34 Rough Electric 07/16/2008 11 Ftg/Foundation/Piers AP AP NOTICE CITY OF CARLSBAD (760) 602-2700 BUILDING DEPARTMENT *'" " , 1635 FARADAY AVENUE DATE Z»7 A\Jfr7 7^-"^ TIME LOCATION -2[oo -p^uoKA^ AigJ^^T tz-t> 4-lfeig. PERMIT NO ^S>^ FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? ' ' YES FOR FURTHER INFORMATION, CONTACT _ PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER "A Quality Assurance Firm" TESTING SERVICES &• INSPECTION INC. 3030 Main Street San Diego, CA 92113 (619) 234-9904 (619) 234-4931 Fax VISUAL INSPECTION REPORT Ll Name HVSGbRft? PALOMAR AIRPOKI Projicl *\ddrii,i 2100 A 21SO P \LOMAR VIRPORTWAl HViS(,rRft7 Approv.il Numhir C B08-II846 Arduleu N/A HOKOWIIZ IAYI Projcu Number VV Genera/ Contractor M.LC11L li\ C ON.VTKl'C J ION Contrinor Doing Reported Work \\ I ION \L IKON tt ORkS lull V\ Olliu \/\ lab Ru.c.ivinp&TLsnngCQiisU1 Mai I Samples N/\Other N/V 1VSPECIION MM L SAMPLING On iUAI'l OESCRIPIIOiN I^S1•L( I ION CHECK I 1ST Field Shop CnnircteCMiiidirs PI ll C oiKri.lt i ii S n Com Mix PM Clt. i Stuiunnl Slid Grout S^imp Com Mix/PM Pl.KltlOMS i \M.iM'iir\ Pnsnii All l SIA.S M isoinv I31ot.k Groin Mix/l'Sl Pile Morlii Roofing H s Uohs 7/S 1 UK)III. A|J|<llCll Specullx Aaph lit i Tuisum Applied Soil-,Rnnfini!Skil Boll Pull Oul Steel Fiii.pnii'1 Dnllul Hol>.» PiC'.tres., Lomriie i SliLiiglli Bull i BKxk e AIIIUII WaleipMuhni!OlIlLl I nil Hii OS H I'D Ollii-i Mel il Deck ObA Ollk.1 (.oiretiioii'.Cftniplele OlIlLl I |HI\> i. il Other Oilici Li uch Plant Olhu Inspection Date 07-21-08 INSPECT ED THE INSTALLA 1 ION OF AS TIM A325 HIGH STRENGTH BOL FS, INCI UDING BOI f HOLES AND F AYING SURFACES FOR FRICTIOM TYPE CONNECTIONS AS NOTFD ON THF APPROVfD DRAWINGS VERIFIED FASTENER TENSION BY TWIST OFF 'I YPE TENSION CONTROI METHOD W16 v 26 BEAM TO TS 5 \ 5 \ ',* POS1 S- TOTAL OF 8-7/8' BOLTS CERflUCVriOS Ol COMPIHNtE Ml of ilii. iipwiid iimk unkas oihLiu^L HUI«| cranphi-s wiih ijipintnl pi u report only i-Overt ihe lonlions ot the milk nibpLi.ii.d inJ dues nul i-oiibiiiiiie einjiiiiDiiL opinion laiioiii mil ifiplii il>L M.L>it>iiM.'li!ic!>iiil(liii(.<.ntks Thii SI VM T\ L SCHLVGTR CFR1 HIC \PFMIMBtR INSI'I 'S SIGN \UIRf £29 0 ^P /'rfrffiML.*,,^7f NOTE Inspections based on A 4-hour minimum, actual tmu niter 4 hours 2 hour show up minimum lor jut) cancellations double time on Sunda\ 1 "V^-y^ve (A 11 turn efleffeitivc on Saturda>s SUBMII PhD 10 THE C11Y Of CARI SBAD/ NAIIONAI IRON WORKS "A Quality Assurance Firm" TESTING SERVICES &• INSPECTION INC. 3030 Mam Street San Diego, CA 92113 (619) 234-9904 (619) 234-4931 Fax VISUAL INSPECTION REPORT Project Name HANGLR #7 McCELLAN- PALOMAR AIRPORT Project Address 2100 & 2150 PALOMAR AIRPORT WAV Approval Number CB08-0846 Archilid N/A Engineer HTK Project Number N/A General Contractor KELCIILIN CONSTRUCTION1 Job Number N/A Contractor Doing Reported Woik NATIONAL IRON WOUUS Other IN/A Lab Receiving & 'I esling Conslr Mat I Samples N/A Other \/A INSPECTION IMAT'L SAMPLING Q'l V MVPLDESCRIFHON INSPECTION CHECK LIST held \ Shop Concrete Cylinders Reinforcinj. Steel Pl.in/Sp<:i.s Concrete Mortar Samples Cone Mit/PSl Clearances Structural Steel Grout Samples Cone Mix/PSl Positions Ma^onrv Masonry Prisms All Thread Bolts Sizes Fireproofin^Mdsonrv Block Grout Mix/PSI L.ips Pile Driving Reinforcing Steel Morcar Ivpe/PSI Consolidation Roofing Fireprootini;US Bolts Torque Applied Specially Asphalt Concrete Electrode E-70T Tuiuun Applied Soils Technician Roofing Sled A-500 Lpoxy Bolt Pull-Out Steel Fireproof Drilled Holei Prestress Concrete High Strength Bolts Units Block Corrective Action Waterproofing Other Unit Brick OSHPD Other Metal Deck OSA Other Remf Tendons Corrections Complete Mcclnnical Other Cpox) Eli.cmcil Other aher BdlJi Plant Other Other Inspection Date 07-08-08 INSPECTED THE WELDING OF BEN F P[ ATE TOPE SADDLER ON (5) SQUARE TUBE 5 \ 5 \ V, COLUMNS PER DETAIL 8/ S-3 AND I WO COLUMNS WITH ADDITIONAL SHEAR PL A I E CONNECTIONS PER DETAIL 3/ S-3 AND 13/ S-3 COMPLEI ED WELDS ARF IN CONFORMANCE WITH DESIGN DRAWING AND ACCEPTED TO INCLUDE WELDING OF 5/8 ROUND WELDED STUDS ON EACH COLUMN PCR DETAII 20/ S-3 CERl If1 IC'A'I ION OF COMF1 IANCE All of the reported work unless otherwise noted, complies \vitli apprjx^drflaas, specifications and ipplicable sections ot the building codes This report onl\ coxcrs the locations of the work inspected and does not constitute engineering opinion or proiccl control / \ INSPLC TOR NAME Jt ^N DIAZ CERl IFICATE NUMBER 190 NOTE Inspections based on a 4-hour minimum, actual time after 4 hours, 2 hour show up minimum for job cancellations Overtime effective on Saturdays, double time on Sunday SUBM11 rbD TO THF CITY Of CARLSBAD/ NATIONAI IRON WORKS EsGil Corporation In Partnership with government for (Building Safety DATE June 26, 2008 JURISDICTION Carlsbad PLAN CHECK NO 080846 SET III PROJECT ADDRESS 2100 Palomar Airport Way PROJECT NAME Office T.I. (Hangar # 7) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes XI 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 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 Kris Telephone # 858/273-3889 Date contacted 6/26/08 (by Abe) Fax # Mail Telephone Fax In Person . Xi REMARKS Engineer of Record must/sign both sets of structural plans Applicant to carry the approved set of plans to the city /Tfrf By Abe Doliente Enclosures Esgil Corporation D GA D MB D EJ n PC 6/26/08 9320 Chesapeake Drive, Suite 208 ^ San Diego, California 92123 <fr (858)560-1468 ^ Fax (858) 560-1576 EsGil Corporation^ ••••. In (Partnership with government for <Sui[ifing Safety DATE June 24, 2O08 OAPPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 080846 SET II PROJECT ADDRESS 2100 Palomar Airport Way PROJECT NAME Office T.I. (Hangar # 7) 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 Akropolys Interiors 3660 Clairemont Dr , Suite 10, San Diego, CA 92117 Esgil Corporation staff did not advise the applicant that the plan check has been completed A! Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Akropolys -— C-H/U^1 Telephone # 858/273-3889 Date contacted £/x^/V/(by/^ Fax # - 3866 MB\V Telephone Fax y^ In Person REMARKS By Abe Doliente Enclosures Esgil Corporation D GA D MB [X] EJ D PC 6/17/08 9320 Chesapeake Drive, Suite 208 + San Diego. California 92123 * (858)560-1468 + Fax (858) 560-1576 Carlsbad 08O846 June 24, 2008 RECHECK CORRECTION LIST JURISDICTION Carlsbad PLAN CHECK NO 080846 PROJECT ADDRESS 2100 Palomar Airport Way SET II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED ESGIL CORPORATION 6/17/08 June 24, 2008 REVIEWED BY Abe Doliente FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, 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 The approval of the plans does not permit the violation of any state, county or city law A Please make all corrections on the original tracings and submit two new complete sets of prints to Esgil Corp ortothebldg dept of the juris B To facilitate recheckmg, 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 C The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items D 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? QYes QNo Carlsbad 080846 June 24, 2008 Please make all corrections, as requested in the correction list Submit three new complete sets of plans for commercial/industrial projects For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 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 1 Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes California Business and Professions Code 2 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 California Business and Professions Code 7 Revise the sheet index sheet to show the drawings submitted There are two sheet M-2 shown PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen ELECTRICAL (2005 NATIONAL ELECTRICAL CODE) PLUMBING (2006 UNIFORM PLUMBING CODE) MECHANICAL (2006 UNIFORM MECHANICAL CODE) ENERGY CONSERVATION 1 Include compliance with CBC 412 2 4 for the heating equipment Caution This Code section is stringent, a careful review is warranted Provide a complying mechanical design Design unchanged, applicant is discussing a waiver from this Code requirement with the City Note If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 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 In (Partnership with government for <Buifd*ing Safety DATE May 20, 2008 alAEEUCANT JURISDICTION Carlsbad O~PEANREVIEWER a FILE PLAN CHECK NO 080846 SET I PROJECT ADDRESS 2100 Palomar Airport Way PROJECT NAME Office T.I. (Hangar # 7) 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 XI 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 XI The applicant's copy of the check list has been sent to Akropolys Interiors 3660 Clairemont Dr, Suite 10, San Diego, CA 92117 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted/ Akrppolys 0n/U^ Telephone # 858/273-3889 Date contactec^/^V^b Fax # - 3866 vMail Telephone v Fa*v \^1n Person REMARKS {CckJMfj By Abe Doliente Enclosures Esgil Corporation D GA D MB [X] EJ D PC 5/12/08 9320 Chesapeake Dme, Suite 208 4 San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad O80846 May 2O, 2008 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO O80846 OCCUPANCY B TYPE OF CONSTRUCTION II-1HR ALLOWABLE FLOOR AREA SPRINKLERS'? REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED May 20, 20O8 JURISDICTION Carlsbad USE Offices ACTUAL AREA 658 SF (T I only) STORIES 2 HEIGHT OCCUPANT LOAD 7 DATE PLANS RECEIVED BY ESGIL CORPORATION 5/12/08 PLAN REVIEWER Abe Doliente FOREWORD (PLEASE READ)- This plan review is limited to the technical requirements contained in the International 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 2007 CBC, which adopts the 2006 IBC 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 105 4 of the 2006 International 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 Carlsbad O8O846 May 20, 2O08 Please make all corrections, as requested in the correction list Submit three new complete sets of plans for commercial/industrial projects For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 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 • PLANS 1 Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes California Business and Professions Code 2 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 California Business and Professions Code 3 Provide a Building Code Data Legend on the Title Sheet Include the following code information for each building proposed 4 Occupancy Classification(s) B/S-2 4 For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" option was chosen from Section 508 3 * Description of Use Offices (T I portion only) 4 Type of Construction II-A * Sprinklers Yes * Stories 1 + M 4 Height * Floor Area 674 SF, T I only 4 Occupant Load. 7 (T I only) 4 Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2007 California Building Code, which adopts the 2006 IBC, 2006 UMC, 2006 UPC and the 2005 NEC Carlsbad O80846 May 2O, 2008 • STAIRWAYS 5 Handrails (Sections 1012 and 1009 10) a) Handrails are required on each side of stairways b) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous Additionally, the open sides of stairs shall be provided with 42" high guards, per Section 1013 c) The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension If the handrail is not circular, it shall have a perimeter dimension of at least 4" and not greater than Q 25" with a maximum cross-section dimension of 2 25 inches d) Handrails shall be continuous, without interruption by newel posts or other obstructions e) Handrails shall extend 12" beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser f) Ends of handrails shall be returned to a wall, guard or the walking surface • ACCESSIBILITY Q Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List • ADDITIONAL 7 Revise the sheet index sheet to show the drawings submitted 8 Please see the following corrections for electrical, energy, plumbing and mechanical 9 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 10 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 Have changes been made to the plans not resulting from this correction list? Please indicate Q Yes a No - Carlsbad 080846 May 20, 2O08 11 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation Thank you PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen ELECTRICAL (2005 NATIONAL ELECTRICAL CODE) PLUMBING (2006 UNIFORM PLUMBING CODE) MECHANICAL (2006 UNIFORM MECHANICAL CODE) ENERGY CONSERVATION 1 Provide electrical plans 2 Detail the indirect receptor location for the condensate waste design 3 Include compliance with CBC 412 2 4 for the heating equipment Caution This Code section is stringent, a careful review is warranted Provide a complying mechanical design 4 Provide plans, calculations and worksheets to show compliance with current energy standards (The LTG is missing, the submitted energy plans do not describe the correct square footage) 5 On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design (Include both existing and new areas 6 Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131 (d) 7 Provide the bi-level lighting controls as per Title 24, Part 6, Section 131 (b) Note If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 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 O8O846 May 20, 2008 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2007 edition of California Building Code, Title 24 Per Section 1091, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities NOTE All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24 • REMODELS. ADDITIONS AND REPAIRS When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B 2 These requirements apply as follows a) The area of specific alteration, repair or addition must comply as "new" construction b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features d) Existing drinking fountains (if any) must be shown to comply with all accessibility features e) Existing public telephones (if any) must be shown to comply with all accessibility features •Carlsbad O8O846 May 20, 2O08 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 080846 PREPARED BY Abe Doliente DATE May 20, 2008 BUILDING ADDRESS 2100 Palomar Airport Way BUILDING OCCUPANCY B TYPE OF CONSTRUCTION II-A BUILDING PORTION Office T 1 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Rlrin Pprmir FPP hv Ordina AREA ( Sq Ft ) 674 cb Valuation Multiplier 3437 By Ordinance ..... i nrp ^ ! Reg Mod VALUE ($) 23,165 23,165 $226 35 Plan Check Fee by Ordinance Type of Review \^ ] Repetitive Fee ~^Tj Repeats Comments Complete Review D Other r-1 Hourly Structural Only Hour* Esgil Plan Review Fee $147 13 $12676 Sheet 1 of 1 macvalue doc Carlsbad Fire Department BUILDING DEFT Plan Review Requirements Category TI, INDUS! Date of Report 05-16-2008 Reviewed by Name Address KELCHLIN CONSTRUCTION 12225 WORLD TRADE DR SAN DIEGO CA 92128 Permit # CB080846 Job Name PALOMAR AIRPORT-HANGER #7-ADD Job Address 2100 PALOMAR AIRPORT RD CBAD IWWMM'I'lS'ETU"1'"' Ilfe^i11ffi^6inta?e*subrnitted for review is incomplete At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards Please review carefully all comments attached Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval Conditions: roNoooi IET] APPROVED^ THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW Entry 05/16/2008 By GR Action AP PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB DATE 5- / a- o <e> ADDRESS RESIDENTIAL RESIDENTIAL ADDITION MINOR « $10.000.00) IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINES DATES DATE S DOcs/MlsformVPIannmg Engineering Approvals ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET n Estimate based on unconfirmed information from applicant / >D Calculation based on building plancheck plan submittal • ' -. ' ... \ 1 Address Prepared by Bldg Permit No Checked by Date EDU CALCULATIONS List types and square footages-for all uses •* IX ——**- N ' -. '' . " r ' Types of Use Types of Use Sq Ft /Units EDU's EDU's APT CALCULATIONS tList types and square footages for all uses Types of Use Types of Use ADT's \ ADT's FEES REQUIRED WITHIN CFD D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1 PARK-IN-LIEU FEE FEE/UNIT PARK AREA & # NO UNITS D 2 TRAFFIC IMPACT FEE ADT's/UNITS / / D 3 BRIDGE AND THOROUGHFARE FEE (DIST #1 ADT's/UNITS X " FEE/ADT DIST #2 D 4 FACILITIES MANAGEMENT FEE UNIT/SQ FT D 5 SEWER FEE EDU's . BENEFIT AREA EDU's ZONE./ X FEE/SO. FT /UNIT D 6 SEWER LATERAL ($2,500) D 7 DRAINAGE FEES PLDA_ ACRES X FEE/EDU HIGH = $ /LOW X FEE/AC -$ D 8 POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION WordVDocs\Mlsforms\Fee Calculation Worksheet 1 of 2 X .7/ 7£ O^L^J- . I Ul \lflll il_w iiv «. „ 3PERABLE ATING BARS. WARE >ENING HARDWARE.h252) ^S (762 mm) VIDE A CLEAR. )NED AT AN ANGLE ICHNG SHALL HAVE WHEELCHAIR FRAME DOORS ARE ISH SIDE RVING AN OCCUPANT ING DOORS WITHOUT NGING, SLIDING AND 15- ) A 30-POUND IECTED TO A 15-POUNO ING AND UNLOADING 12 INCHES (305MM) JACENT ACCESS ABLE. CT, I HAVE M(S) SERVING £QUIREMENTS 5) IS/ARE NOT . REQUIRE ELEVATIONS TOR HE/SHE SHALL REQUIRE' COMPLETE, DETAILED PLANS CLEARLY SHOWING ALL EXISITNG NON COMPLYING CONDITION AND THE PROPOSED MODIFICATIONS TO MEET CURRENT ACCESSIBILITY PROVISIONS AFFECTED BY THE REMODEL (including site plan, floor plans, details, etc) THE PLANS MUST BE STAMPED BY THE FIELD INSPECTOR AND RESUBMITTED TO THE BUILDING DEVELOPMENT REVIEW DIVISION TYPE OF CONS' TENANT BUILDII SCOPE OF ' BUILDING 1 TYPE OF CONSTRUCTION. TYPE II ONE-HOUR HANGAR GROUP. NET GROUP S, DIVISION 5 HANGAR AREA: NET TOP LEVEL OFFICE AREA: GROUP B JET CENTER GROUND LEVEL AREA. GROUP B JET CENTER TOP LEVEL AREA. GROUP B STAIRS/CORRIDORS. ELEVATOR MACHINE & ELECTRICAL ROOMS: BUILDING I TOTAL AREA- SUB TOTAL S SUB TOTAL B TOTAL BUILDING - 505.2 UNLIMITED AREA. THE AREA OF ANY ONE-OR TWO-STORY BUILDING OF GROUPS B; F, DIVISION 1 OR 2; M; S, DIVISION 1,2,3,4 OR 5; AND H, DIVISION 5 OCCUPANCIES SHALL NOT BE LIMITED IF THE BUILDING IS PROVIDED WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM THROUGHOUT AS SPECIFIED IN CHAPTER 9, AND ENTIRELY SURROUNDED AND AJOINED BY PUBLIC WAYS OR YARDS NOT LESS THAN 60 FEET (18 288 MM) IN WIDTH. 504.3 ALLOWABLE FLOOR AREA MIXED OCCUPANCIES. WHEN A BUILDING HOUSES MORE THAN ONE OCCUPANCY, THE AREA OF THE BUILDING SHALL BE SUCH THAT THE SUM OF THE RATIOS OF THE ACTUAL AREA FOR EACH SEPERATE OCCUPANCY DIVIDED BY THE TOTAL ALLOWABLE AREA FOR EACH SEPERATE OCCUPANCY SHALL NOT EXCEED ONE. STORIES ALLOWABLE TABLE 58, CBC TYPE II - 1 HOUR - 18,000 SQ. FT. ALLOWABLE 505.2 UNLIMITED AREA THE AREA OF ANY ONE-OR TWO-STORY BUILDING 5 OCCUPANCIES AUTOM^ SPR.NKLER SYSTB N CHAPTER 9, AND ENTIRELY SURROUNDED Af PUBLIC WAYS OR YARDS NOT LESS THAN 60 FEET (18 288 I HANGAR AREA: 108,328 S.F. OFFICE, SUPPORT AREA: 62,172 S.F. 108.328 , 62.172 < -, INFINITY INFINITY NOTE- A.YARDS USED FOR AREA INCREASES SHALL BE PERMANENTLY MAINTAINED THEY ARE FAA DEDICATED TAXI LANES ON 3 SIDES AND RAMP AREA ON FOURTH SIDE. THERE ARE NO CLASS I, II OR III-A LIQUIDS USED IN HANGAR F THEREFOR MECHANICAL EXHAUST IS NOT REQUIRED County of San Oiego Airports Tenant Improvement Plan Approval Approved for planning purposes only. All applicable regulatory requirements must be met at lessee's expense by lessee including, but not limited to, building permits required by the permitting authority. All uses must be consistent with Federal Aviation Administration (FAA) rules, regulations and guidance documents. There will be no residential units, including crew quarters or caretaker residences, without prior written approval of the FAA Airport Manager Airport Engineer. Approved urpons/DiBfecTor \J WO SCALE 14268 Dantelaon Street Suite 200 Poway, CA 92064 Phone 868^79-8989 Fax 858-678-8969 n 2350 So Jones, #101 Las Vegas. NV 89146 Phone 702-506-8225 fax. 702-215-5801 , ' HOROWITZ KUSHKAI STRUCTURAL ENGINEFUS FACSIMILE TRANSMITTAL SHEET T° COMPANY DATE: PHONE NUMBER TOTAL NO 'OF PAGES INCLUDING COVER- ^ENCEPAX NUMBER.SENDER'S REFERENCE NUMBER RE />fr/P-fo^T REFERENCE NUMBER: O URGENT a FOR REVIEW D PLHASE COMMENT D PLEASE REPLY D PLEASE RECYCLE NOTES/COMMENTS, / Structural Engineering tvid WdTT £T 8002 62 6S686i98S8- ON Xdd Sd33NiaN3 n.X1H1 05/19/2flO« 09:26 FAX 760 434 3373 TRUS JOIST @001/003 Southwest Residential Office eve by Weyerhaeuser 2424 Vteta Way, Suite 315, Ooaanslde.CA 92054 trt: 760-434-3374 fax. 760-434-3373 Tr*n*ml3*loa Number of pages (including cover): 3 Date <>-V\' From: o. \t Name \\i\tA Company Fax Number Message- This facsimile may contain certain confidential Information that is not intended for distribution to anyone other than the intended recipient listed above. In the event the intended recipient or an employee responsible for delivering this facsimile to the intended recipient Is unavailable, pJeaee do not distribute this facsimile, notify us immediately by telephone, and return this facsimile by mail. Thank you t'/Sd WdTT'ZI 8002 62 ',6ny 6S686i98S8' 'ON Xttd n.ionais XLH- 05^19/2008 09.26 KA1 760 434 3373 TRUS JOIST. eve fey WgyirhMuttl il 002/003 Specified pat 11 7/8" TJH8/L90 @ 16" o/c PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -w-Pro0u« 0*flram )• conceptual. Analysis later a Jett Member Primary Load Group -Offtea BUgs • Offices (psf). SO 0 Live* 100 % duration, 15.0 Dead, 20 0 Partition SUPPORTS: Input Bearing Vertical Reaotbna (Ibs) Width Ungth UvWDwrf/Upim/Total piy 1 2 HAtu 1 2 Plata on steal beam $.80* Hanger 667/467/0/1143 . » Prate on steal beam 3.50- Hanger 067/467/0/1133' NdER$: $lmD8on Strano-TleA Connectora ipport Model Top Mount Hanger ITT41 1 88 Top Mount Hanger ITT41 1 .66 Slope Skew Reverse 0/12 0 N/A 0/12 0 N/A Depth Naflng Depth 11.86" 1-50' DvtMl Other Tcp Mount Harder Mono Top Mount Hangar None Top Flange Top Range Support wood Ottoi 8Jop» SpeekM No 0 Douglas Fir No 0 Dowojaa Fir -N*D9 Tor Support 1 Faca2-N10, Top 4-N10. Member 2HM10 -NaHnp for Support 2 F«c« 2*110, Top 4-N10, Member. 2-N10 DESIGN CONTROLS; Maximum Contral Meault Shew (los) HOO Vertical Reaction (»») 1100 Moment (Ft-Lba) 6341 UvaUMdDefl(ln) Tofel Load Daft (In) TJPro -1100 1100 180S S341 9606 0-380 0X00 0596 0071 42 30 Peesed($7%) Rt end Span 1 under Floor loading Pas«ed(6B%) Bearing 2 under Floor loading Passed (56%) MID $pm 1 under Floor loading Passed (L/668) MID Span 1 under Floor reading Passed (L/392) MID Scan 1 under Floor Bating pawed Spani -Deflection Criteria STANDARD(LL'0 400*,TL:U240). -Detection analyoie le based on eompoelte action with single layer Of ift02* Panels (20" Span Rating) GLUED & NAILED wood decking -Bracingtlu) All compression adgm (top and bottom) must be braced at ffB" ote unlees detalod otherwls& Proper attaortmem and poetttonlng of lateral bracing to required to acwew member siri>ity •2000 (bs concentrated toad rtiquremerrts for standard riOJWWldarrtW ftoora haw been ooneWered lor reaction and anear. frfrfre RATING 8YSTBM , : •The TJ-Pro RBHPg System value pronldee addtttonal ftoor performanoa Information and IB based on a GLUED A NAILED 1B/32" Panda (20° Span Rating) decking The controlling span is supported by beams, Additional consUaratlons for this rating Include: Ceding - Mono. A structured anriyslB of the deck has not been panrarned by the program. Comparison Value. 2.24 | • , ' : PROJECT INFORMATION: Pakmar Akport Hanger #7 Carlsbad, Ca QP6RATOR INFORMATION: |aykM I ILevel Ste.216 Phone 760-434-3374 Fax 7604344373 . <t iOOl by lL«vcl», rgdaral Nay, T.TTD ma i^-Bt*aa> AC* «gi«t<u «•* +ii*V,t*^ uv> rj-I>i.i« n 3tronj-Iid* Connectors »8 •Credgwrk at Slnpiua Stroiu|-fl> 8002 6SS86A98S8- 'ON Xbd OS/19/2008 09-2? FAX 760 434 3373 TRTTS JOIST Bl 003/00 J eve SubBbtutadjorst 117/80TJ»5eO@16"o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -w- LOADS; Analysis to for a Jabrt Member Primary 1^ Group-Offtoe Bides-OW«w(p8i) SO OUwst 100% duration, 180 Dead, 20 OPartlbon SUPPORTS; Input Width Length 1 Plate on steel beta* 350" Hanger 2 Plaieon tttel beam 300" Hanger Verticil Reactions (Ibo) UvefltoadAJpUftrTotal 667/407/0/1133 607/467/0/1133 pty Depot Depth 1 11-88" 1.50" 1 11.68" 1BO" Other Top Mount Hanger Nona Top Mount Hanger None MANGBR9: Sir i Stte I.TI4BC Support 1 2 Modal tgnntstftfa; Slop* Top Mount Hanger nT411 96 0/1? Top Mount Hanger ITT411.8B 0/12 0 0 Reverse Tep Flange Top Flange Support Wood Ftangaa Offset Slope Spades N/A No 0 DougtosFfr N/A No 0 ' Dough* Fir -NrtUng for Support 1 Face. 2-N10, Top-WHO .Member 2-N10 ^Idllnc for Support 2- Paoa-2-N10, Top 4»N10 .Member 2-N10 PBaifiN COKTTRQL8. Shear <M) vertical Reaction (Da) MomaK(Fl-U») Uv» Load Deft (In) TOW Load Dtfl (In) TJPro MMbnum Dnlgn 1100 -1100 1100 1100 ' 6341 0941 0.345 0588 42 Central Reauft 20SO Passed (64%) 1725 Passed (64%) 9500 Passed (86%) 0.400 Pae$ed(U67ti) 0571 Pawed (L/338) 30 Passed Location Rt end Span 1 under Floor loading Bearing 2 under Ptoor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Spanl -Deflection Criteria 5TANOARD{U.:0.400",TL:U240). -Deflection analysis n based on composite action with slnpje layer of 19/32" Panels (20* Span Rating) GLUED A NAILED wood decking -Biaolng(U): All compression aogea (top and bottom) must be braced at ff 6" ofc unless deWW otherwise. Proper attachment and positioning of lateral bracing a required to achieve member stability -20Wibsc<weernr8tedloadi^uremartef<*rt TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance Information and b based on a GLUED & NAILED 1B/32* Panels (20' Span Rating) decking The controlling span Is siaaported by beams Addttana) conakterauon* for this rating Include, Ceiling -None A structural analysis ortrw deck ru» not been performed by the program. Comparison Value 2.2 PROJECT INFORMATION: Patomar Airport Hanger #7 Can«bad,C« ; OPERATOR fNFQRjMf TfON: jaylove j tt-BWEj | 300 carisead village dr Ste.216 : cartebad, CA 92006 j Phona. 760-434^374 Fax . 760-434-3373 jay.lovBQweyBrrHBuaer.com CoiwitfDt » 2007 by ll«v»l», fodorol Nay, Ml. TJIO (aid TJ-t)ooa» m reoiaund uadmrkn at ILovoi* • T Joiot™, Pro- and M-Hu- aia tzad<B&Tkii at nn?ctoro is A rc Itnnq-Tla t'/t'd WdTT'ST 8002 62 6S686i98S8' ON XUJ STRUCTURAL CALCULATIONS PROJECT 7Aiovi Kg, At mtrtf KUSHKAKI STRUCTURAL ENG|NEERS DESIGM ASSUMPTIONS CONCR.ETE STRENGTH AT TWENTY EIGHT DAYS MASON RV GRADE "N" CONCRETE BLOCK F ' M = MORTAR TYPES 1,800 PSI GROUT: 2000 PSI REIN FORCING STEEL A-615 STRUCTURAL STEEL A-36 LUMBER DOUGLAS FIR-LARCH JOISTS BEAMS AND POSTS STUDS SEISMIC FORCE GRADE 40 GRADE 60 #4 AND LESS (U O N ) #5 AND LARGER .PSI PSI #2 #2 STUD OR BETTER REPORT BY WIND FORCE DESIGN LOADS ROOF DEAD LOAD SLOPING ROOFING PLYWOOD JOISTS INSUL &CLG MISC TOTAL = ROOF LIVE LOAD SLOPING FLAT REPORT NO SOIL PRESSURE FLAT FLOOR DEAD LOAD INT FLOORING PLYWOOD JOISTS INSUL &CLG MISC TOTAL =/•r FLOOR LIVE LOAD INTERIOR BALCONY EXIT WALKWAY EXT WALL DEAD LOAD INTERIOR EXTERIOR 10PSF 16PSF PSF '60 PSF (U ON) 100 PSF These calculations are limited only to the items included herein, selected by the client and do not imply approval of any other portion of the structure by this office These calculations are not valid if altered in any way, or not accompanied by a wet stamp and signature of the Engineer of Record Job No Designed By (& Date S// //) 9i - (\ IP- --. Z is Conterminous 48 States 2006 International Building Code Latitude = 33 1 Longitude = -11 7 25 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1 0 ,Fv = 1 0 Data are based on a 0 01 deg grid spacing Period Sa (sec) (g) 02 1 1 17 (Ss, Site Class B) 10 0421(81 .Site Class B) Conterminous 48 States 2006 International Building Code Latitude = 33 1 Longitude = -11 7 25 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1 053 ,Fv = 1 579 Period Sa (sec) (g) 02 1 1 76 (SMs, Site Class D) 10 0 665 (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Latitude = 33 1 Longitude = -117 25 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1 053 ,Fv = 1 579 Period Sa (sec) (g) 02 0 784 (SDs, Site Class D) 10 0 443 (SD1, Site Class D) TS - TS < 3 *f&vr-} fj^