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1824 MARRON RD; 112; CB031596; Permit
J! ,• ' • I$62.00 J V $110.00 /$83.50 V $0.00 $0.00; V - /:.$o.00. V • V $0.00 , '$1844.99:.: V teaevarKIng t-ee V Additional Fees IOtAEJPVERMIT FE 1952 • V. $ I Z, 41 I - City of Carlsbad . 1635 FaradayAv Carlsbad, CA 92008 .. . - 08-21-2003 Commercial/Industrial Permit Permit No CB031 596 Building Inspection Request Line (760) 602-2725 Job Address: 1824 MARRON RD CBAD Permit Type: TI- . . Sub Type: COMM • . V 'Parcel No: - - Lot #: 0 - - Status: ISSUED Valuation: -- $225,360.00 Construction Type: NEW Applied: 06/10/2003 Occupancy Group: Reference #: Entered By: MDP Project Title: NAVY FEDERAL CREDIT UNION Plan Approved: 08/21/2003 , 7,512 SF IMPROVEMENT ' - Issued: 08/21/2003 . Inspect Area: - . Plan Check#: Applicant:! ,Owner- NGUYEN PATRICK STE 317, 8800 VENICE BLVD LOS ANGLES 90034 310 838-9766 - - V - - -.t1I ' - .? - 1 •J - - V V - BüildingPermit ' \.,$934.64 MeterSize \t Add'l Building Permit Fee- ,$0.00 , Add'l Red .Water VCon. Fee: \ $0.00 ' Plan Check / '$607.52, Meter Fee \ . 0 - $0.00 Add'l Plan Check Fee . / $0.00 . -. SDCWA'Fee V \ \. $0.00 Plan Check Discount / $0.00 •CFD Payoff Fee -. \ $0.00 Strong Motion Fee / $d Park Fee nq \ V Bridge Fee . / .00 Lic'nse Tax (CF Fund) jfl\ $0.00 V BTD #2 Fee .• V $0.00 Traffià Impact Fee - Jfl $0.00 BTD #3 Fee I $0.00 IX, Traffic Imct (CFDfund) 3 - - $0.00 Renewal Fee V V Add'l Renewal Fee Other Building Fee V V Pot. Water Con. Fee V Meter Size V V V. Add'l Pot. Water Con. Fee V V . Red. Water Con. Fee Total Fees: $1,844.99 \TotalPaiènt'sTo Date: I/f: ance Due: 1,ZJ(.4( V V,/V ••. V V•' V - V V V - V• V V . •• V 2496 08/21/03 •0002 V 02 V 1237n47V T. V V • V V , FINALAPPROVAL, - V Inspector 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 1ee/exaàtioñs. You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, yàu 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 332030. Failure to timely follow that procedure will bar 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 oreviouslv been given a NOTICE similar to this or as to which the statute of limitations has orevrouslv otherwise exoired V - :"- • V V T V . . - .' V. -V IV j RMILAPPLICATION . 1. / : !. ., . ' . tCITY OF CARLSBAD BUILDING D'EPAR1MENT 135 Far , ..: .'- . .'-''' -' ,-_....... Ac!dress (include Bldg/Suite 1 nCft tLtJtO Legal Description ................., _ To. 7104'06/ Ow P1 ri &Acinrrt fru Crrntr.as-.tnr, M7T.`r=..F1 An rrt for 1) .,n r Name -, Address .............City .. State/Zipe. Telephone # (Sec 7031.5 Business and Professions Code Cit Any y or County which res requi a permit to construct alter improve m deolish or r ran repai structur prior to Its issuance also requires1&-a pplicant for such permit to file a signed statement that he us licensed pursuant to the provisions of the Contractor. License Law (Chapter 9 commending with Section,7000 of Division 3 of the Business and Professions Code] or that he us exempt therefron and the basi for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit sublects the applicant to a civil penalty of not more than five hundred dollars ($5001) irc Cc •. b c7?)I 9S6-? c-°-a- Name Address ( i. City State/Zip Telephone # 'iState Lidense # ,License . 'CitfBUSiflS License # . . .' 5y1u.L1t. i.f •.crc'. 4.1 ...•nH C •'9a9-1 .9fQ?))o Designer Name.., ,. .:.: •, Pddçess •.- . .- : City Stat6/Zip;,,Telephone.r- StateLicense# WCLRK r. .n 'j. ' . :r •, .; t......... - - Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: . . . 0 I have and will maintain a certificate of consent to self insure for wirkers ccunpensation as prcvuded by Section 3700 of the Labor Code for the performance , of the work for which this permit is issued I have anthwillmaintainworkerscompensation,'asrequired bySection-3700-of.the LaborCodé,-for-the-performance ofthé workforwhich this'perunit is issued My worker s compensation insurance carrier and policy number are J. lnance Company /9C) ç,/h,97C4 <tdi (' S Policy NO 005 - °'O / 2...... Expiration Date _/ C ((THIS SECTIONNEED NOT BE COMPLETED IF-THE-PERMIT IS FOR- ONEHUNDRED DOLLARS-($'1001 OR.LESS)- . . - •' ,• r. .. o CERTIFICATE OF5EXEMPTION I certify that in the performance of the work for which this permit is issued ,I shill not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNlNG:'FaiIuretoèecure workers compensation coverage is unlawful. and shall subJectranempIoyer to criminal penalties and civil fies .i'pioone Iundred thousand dollars ($100 000) in a e cost of compensation damages as provided for in Sectuo 3706 of the Labor code interest and attorney s fees .., __-bATE •-1-3 -:: EuW LAATION I hereby affirm that lam exempt from the Contractors License Law for the following reason: .,,C . •• — . I as owrer of thproperty or my empies' with wageas t1ur sole corensuon will do the work and the structure is not intended or offered for sale I (Sec 7044 Business and Professions Code The Contractor a Lucenste Law does not apply to an owner of proprerty who builds or urciproves thereont 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 Iimprovement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve Jorthe pul of sale) 0 I as owner of the property am exclusively contracting with licensed contractors to construct the prolect (Sec 7044 Business and Professions Code The C'ntractor s Lense Law doer n'ot' aply to an owner of propert. who builds or improves tharén and c6ntracts'f0r suchprojects with contractor(s) licensed pursuant to the Contractors License Law) - I O I am exempt under Section • Business and Professions Code for this reason:.. . 4 .t . • • a I personally plan to provide the major labor and materials for construction of the proposed property improvement 0 YES ONO 2 I (have / have not) signed anipplicat uofor a building permit for the roposed work * 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone umber / contractors license1 number) 4 1 plan to provide portions of the work buf I have hired the followig person to coordinate supervuse and provide the major work )include Wariie a1 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): ........ . • .•.•.• . _. - ,....:w. - - ,. •• • ). , • nPROPERTY OWNER SIGNATURE -. . ._ DATE - rls the applicant or. future building ocóupant required to submit a business plan, acutely hazardous material, registration form or ri,3k,managerne'nt;and prevention t program under Sections 25505 25533 or 25534 of the Presley Tanner Hazadous Substance Account Act? 0' YES' D - NO - ...t ... 04 Is the applicant or future building occupant required to obtain a permitfrom the air pollutuon con trol district or air quality management district? 0 YES 0 NO lathe facility to be constructed within 1 000 feet of the outer boundary of a school site? .D YES Dr NO IF ANY OF THE ANSWERS AREYES 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. .. • • [8iICONSTRUCTIONLENDINGAGENCY I hel affirm that there us a construction fnd rq nqercy for the porI...rru ance of th0 wrk tor I b this permit ouod fSer, 3 9 Ci,,il Code) °LE ER'S NAME LNDER'SADDRSS. . . • • • • .• 9 °APPIIcANTCERTIFIcATION .. • * •]1 . - - - -.-;I ,certify that I have read the application and State that the abov m e inforation us correct and that the rm infoation on the plans us accurater I agree to1comp)y wuth all Cityaordinances and State laws relatingjto building construction I hereby authorize representatives of the Cuts' of 1Carlsbad tofenter upon the above mentioned property for inspection purposes. I. ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF, CARLSBAD,!4GAINST,,ALL :LIABILITIES, - JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA:Sn OSHA priiit is(eiredfór exc 'oftri]tiir heighti..r • I ' 0 .l .nuç •,. ••%.,.• .....r, • *EXPIRATION:. Every permit is_ri - uuidingrOfficial under the provisionsof-thisCode shall expireby.Iimitation°and becomenull and-void if1hebuilding orrwork authorized by Such pe s not commenced wi 80 days from the date of such permit or if the building or work authorized by such permit us suspended or abandoned • • at anytime after the -is càmmenced fora period f 180 days (Sectiori1064.4 Uniform Building Códe). - • •• •. .-- ... *..'.. •.r - APPLICANT'SSlbNATUR - DATE WHlTE ile' ',YOCIIOW plicihi-K Finance - -- - City of Carlsbad Bldg Inspection Request For: 11/20/2003 0 Permit# CB031596 Inspector Assignment: TP Title: NAVY FEDERAL CREDIT UNION Description: 7,512 SF IMPROVEMENT f Type: TI Sub Type; COMM Phone: 6199218315 Job Address: 1824 MARRON RD Suite: Lot 0 •• Location: Inspector: , APPLICANT NGUYEN PATRICK S S Owner: S Remarks: PLEASE INSPECT AFTER 2PM S Total Time: 0 Requested By: GILBERT ' Entered By: CHRISTINE CD Description Act Comment 19 Final Structural . •4 ' 29 Final Plumbing S 39 Final Electrical 49 Final Mechanical S Associated PCRs/CVs S.) Inspection History Date Description . Act lnsp Comments 11/14/2003. 84 Rough Combo CO TP RTUS , 11/13/2003 14 Frame/Steel/Bolting/Welding WC TP S S 11/13/2003 24 Rough/Topout WC TP 0 0 5 11/13/2003 34 Rough Electric • PA TP SUB PNLSCIRWIRING 11/13/2003 44 Rough/Ducts/Dampers. WC TP 0 • 11/04/2003 14 Frame/Steel/Bolting/Welding AP TP T-BAR CElL • - O S 11/04/2003, 14 Frame/Steel/Bolting/Welding AP TP DIVIDER POOR SUPPORT 0 11/04/2003 24 Rough/Topout WC TP • S • • S 11/04/2003 34 Rough Electric • AP TP CElL LITES'. 0 11/04/2003 • 44 Rough/Ducts/Dampers AP .' TP DUCTS, PLMNS • 0 0 11/04/2003 84 Rough Combo • NS TP 5. 0 • 10/24/2003 14 Frame/Steel/Bolting/Welding AP TP T-CEIL, PERM OFFICES, BRK.RM, MTN RM S • 10124/2003 34 Rough Electric . • AP TP TELLER LINE 0 • • • 10/24/2003 34 Rough • AP TP DUCTS PERM OFFICES, BRK RM, MTN RM. • 0 • S 10/24/2003 • 44 Rough/Ducts/Dampers AP TP CElL LITES PERM OFFICES, BRK RM, MTN RM S 10/23/2003 14 Frame/Steel/Bolting/Welding CA TP T-CElL IS City of Carlsbad Bldg Inspection Request LOU-- • For: 11/20/2003 Permit# CB031596 Inspector Assignment: TP 10/23/2003 15 Roof/Reroof, WC TP 10/21/2003 14 Frame/Steel/Bolting/Welding CO TP T-CE(L 10/21/2003 17 Interior Lath/Drywall AP TP - 10/16/2003 14 Frame/Steel/Bolting/Welding AP TP HARD CElL LOBBYS, SOFFIT LOBBY 10/16/2003 34 Rough Electric AP TP 10/16/2003 44 Rough/Ducts/Dampers AP TP HARD CElL DUCTS 10/15/2003 14 Frame/Steel/Bolting/Welding NS TP 10/08/2003 11 Ftg/Foundation/Piers WC TP 10/08/2003 14 Frame/Steel/Bolting/Welding CO TP SOFFIT FRM 10/03/2003 114,Frame/Steel/Bolting/Welding CO TP CElL MAIN ENT. - 10/03/2003 14 Frame/Steel/Bolting/Welding AP TP SMALL CElL E. END - 10/03/2003 14 Frame/Steel/Bolting/Welding CO - TP SOFFIT SUPP. @MAIN ENT. 10/03/2003 34 Rough Electric AP TP 09/29/2003 17 Interior Lath/Drywall WC TP - • S 09/29/2003 18. Exterior Lath/Drywall AP TP - 09/23/2003 17 Interior Lath/Drywall PA TP 5 N/INCL FULL HT. WALLS & SOFFITS '• 09/19/2003 14 Frame/Steel/Bolting/Welding PA TP FURRED WALLS @ U-V LN. 09/19/2003 17 Interior Lath/Drywall CO TP 09/19/2003 24 Rough/Topout AP TP RESTRMS 09/18/2003 14 Frame/Steel/Bolting/Welding AP TP N/INCL MTL. 1 HR5SECT. S 09/18/2003 1. Interior Lath/Drywall WC TP • 09/18/2003 34 Rough Electric WC TP 09/11/2003 14 Frme/Steèl/Bolting/Welding PA TP WALLS SEE CARD LOC N/INCL RESTRMS 09/11/2003 34 Rough Electric • PA TP S 09/10/2003 14 Frame/Steel/Bolting/Welding CO PS WALL BRACING NOT PER PLAN 09/10/2003 34 Rough Electric CO PS 08/28/2003 21 Underground/Under Floor AP TP SEE JOB CARD 08/28/2003 31 Underground/Conduit-Wiring AP TP - * - EsGil Corporation In Tartners/iip with government for Wuz(cIing Safety 1. DATE: August 18, 2003 - U APP JQANT V S JURIS ------------ JURISDICTION: Carlsbad V - U PLAN REVIEWER , V Ell FILE. S . PLAN CHECK NO. 03-1596 REV V V V V SET: II V V $ V Vy •V 4 PROJECT ADDRESS: 1824 Marron Rd.,, Suite B-i PROJECT NAME: Navy Federal Credit-Union- TI Revision V V V The' plans transmitted herëwithhave been corrected where -necessary and substantially comply V V 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. V LII The plans transmitted herewith have significant deficiencies identified on the enclosed check list V V V and should be corrected and resu thed for a complete recheck. 5 V The check list transmitted herwith is for,yur information. The plans are being held at Esgil V Corporation until corrected plans are submitted for iecheck. V The applicant's copy of the check list IS enclosed for the jurisdiction to forward.to the applicant V contact person. V V V V V V 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 V .fl Esgil Corporation staff did, ad'?ise the applicant that the plan chebk has been completed Person contacted Telephone # I V V V Date contacted: V V (by:, ) V ' Fax #: V V V V V V Mail Telephone Fax In Person LII REMARKS * - By Kurt Culver for D Moody Enclosures Esgil Corporation - . 0 G. fl MB D EJ 0 PC V 8/15/03 V $ trnsmtl.dot. V 9320 Chesapeake Drive Suite 208 • San Diego California 92123 • (858) 560-1468 • Fax (858) 560-1576 - . - • V $ V V V EsGil Corporation In !L'artners/ij"w&tIi over ninent for fBurtIng Safetyj DATE August 13, 2003 JURISDICTION: Carlsbad . ', D PLAN REVIEWER 0 FILE ELAN CHECK NO.: 03-1596 REV ' .. SET: 1. PROJECT ADDRESS: 1824 Marron Rd., Suite B-i PROJECT NAME: Navy Federal Credit Union TI, REVISION The plans transmitted herewith have been corrected where necessary and substantially' comply with the jurisdiction's building codas.2 Liii 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 j transmitted herewith have significant deficiencies identified on the enclosed ôheck list The plans and should be corrected and resubmitted for a complete recheck. 2 The check lit transmitted herewith is for your information. 'The, plans are being held at Esgil Corporation until corrected plans are submitted for recheck. - LIII The applicant's copy of the' check list is enclosed for théjurisdiction to forward to the applicant 'contact person. The applicant's copy of the check list has been sent to: Peruzzi Architects (fax) ' '- Elil Esgill Corporation staff did not advise the applicant that The plan check has been completed. Esgil Corporation sfaff did advise the applicant that the plan check has been completed. Persbn contatéd: Patrick- U&-t Telephone#:(310) 838-9766 Date contacted: l.i (by -:,15 - , #: -0760 Mail Telephone -- Fax— In Pei'son REMARKS: Revision to drea separation wall on Line V - By Kurt Culver for D Moody Enclosures - - Esgil Corporation - D GA D MB * D EJ PC 8/11103 trnsmtl.dt d 1. 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 06 Carlsbad 03-1596 REV August 13, 2003 GENERAL PLAN CORRECTION LIST ... ., -JURISDICTION: Carlsbad PLAN CHECK NO.: 03-1596 REV PROJECT ADDRESS: 1824 Marion Rd., Suite B-i DATE PLAN RECEIVED BY. DATE REVIEW COMPLETED: ESGIL CORPORATION: 8/11/03 August 13, 2003 REVIEWED BY: Kurt Culver for D. Moody. FOREWORD (PLEASE REAb): - 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, 1997 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 complete 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'rnade 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? El Yes C3 No .. . F 5I • - - Carlsbad 03-1596 REV -• August 13, 2003 1 The revised plans show a proposal to shift-the existing area separation wall on Line V k rnover to Line U There are many codeissues associated with thi&(mpstimportanty the need for a parapet or. compliance with the code éxcejtión fór parapets). After a conversation with the architect, it has been decided to maintain the area separation wall on Line V To do this Show 90-minute fire-rated doors on the plans .for each penetration of the area separation wall.- . - Show on the mechanical plans the required fire/smoke dampers at, the duct - penetrations of the area separation wall.. . .. Plumbing/electrical penetrations. through the area separation wall must-be detailed on.the plans (showing the product name/manufacturer of the approved sealant to maintain the required fire ratihg of the iall). 2 Make sure you submit 2 new COMPLETE sets of plans next time (not just slip-sheets) 3. Re'ise sheetA3.01 to show that the,Ioading/unloading zones at the" handicap parking stalls will be shifted so they occur at the passenger side of the stall (as shown, the Nt . striped-loading/unloading zone is at the driver's side of the stall). . 4. 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 Worm -, the plan review for your project. If you have any questions regrding these plan review items, please contact Kurt Culver for D.. Moody at Esgil Corporation. Thank you.. S • .5 -• S S - ( .• . . s•• IS, S S.. .5 5 - • - . - -.5 •5* . •• S IS S S - - .. • -- S • • S . _5_ Carlsbad 03-1596 REVS August 13, 2003 . VALUATIONAND PLAN CHECK FEE ., JURISDICTION Cailsbad PLAN CHECK NO 03-1596 REV PREPARED BY: Kurt Culver for D. Moody.. DATE: August 13, 2003 BUILDING ADDRESS: 1824 Marron Rd., Suite B-i BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA=Valuation Reg. VALUE PORTION .(Sq; Ft.)ier Mod. ____ •1 • ___ . Al : Air Conditioning Fire Sprinklers . • . TOTALVALU.E . 'Jurisdiction Code. cb 16Y Ordinance •.. . Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance J • : $186.001 Tye of Review: Complete Review •. fl Structural Only LI Other, . • - LI Repetibve Fee __ [j Repeats Hourly k .1.51 Hours * • .. Esgil Plan Review Fee I $144.00 * Based on hourly rate •. . . - . . . Comments: Revision to plans. EsGil fee = 1.5 hrs. @ $96.00/hr. . Sheet of-i- - . . : . • macvalue.doc t . • . - . 4 - . • EsGil Corporation In Partnership unt/i government for BuzCIing Safety DATE: August 1, 2003 U 6RRL4qANT JURISDICTION: Carlsbad U PLAN REVIEWER 0 FILE PLAN CHECK NO.: 031596 SET: III PROJECT ADDRESS: 1824 Marron Rd., Suite B-i PROJECT NAME: Navy Federal Credit Union TI 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 cdes when minor defibiencies 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: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone F In Person I REMARKS: 1. sheet A3.01, revise the handicap parking such that the loading/unloading zone will be at the passenger side of the stall. The "S" sheets from the original plans should be carried forward to the final sets By: Dotg Moody . Enclosurs: EsgiICorporation D GA EJ MB D EJ El PC 7/28/03 tmsmtI.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 5604468 • Fax (858) 560-1576 EsGil Corporation In Partnersfiipuiitlilcoverilmentforguiwing Safety •. a DATE: 7/21/03 -. 0 - ANT JURIS JURISDICTION: City of Carlsbad , U PLAN REVIEWER ' , El FILE PLAN CHECK NO.: 03-1596 SET: II PROJECT ADDRESS 1824 Suite B-i Marron Rd PROJECT NAME: Navy Federal Credit Union - TI • .' - The,lans transmitted herewith have been corrected where necesa.and substantially comply with the jurisdiction's building codes.. * • El The plans transmitted hereivith will substantiallycomply with the jurisdiction's building codes when minor deficiencies identified belOw' are resolved and checked by building department staff. 11111 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be ccirrected and resubmitted fora comFilete 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. . Théapplicant'scopy 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 bèen sent to: • Patrick Nguyen, a . 8800 Venice Blvd Suite 317, Los Angeles, CA 90034 ' •. . 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: Patrick Nguyen :telephone #: 310:8380760 Date contacted: ILi (by: r-A ) Fax Mail— Telephone Fax' In Person . . LI REMARKS: . •.. . ' . * -. • I, • By Doug Moody Enclosures Esgil Corporation .. • - , LI GA El MB [J EJ [1 PC 7/1 5103 trnsmtl dot 9320 Chesapeake Drive Suite 208 • San Diego California 92123 • (858) 560m1468 • Fax (858) 560-i576 a , - City of Carlsbad 03-1596 7/21/03 RECHECK PLAN CORRECTION LIST- JURISDICTION: City of Carlsbad PLAN CHECK NO.: 03-1596 PROJECT ADDRESS 1824 Suite B-i Marron Rd SET II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED ESGIL CORPORATION 7/15/03 7/21/03 ,REVIEWED-BY: Doug Moody 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 law 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 bV the Planniri 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, 1997. Uniform Building Code, the approval of the plans does not permit the iiolation of any state, county or city lava. , •. - A. Please make all corrections on the original tracings and submit thee new sets of prints to: ESGIL CORPORATION.. B. 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. 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? DYes DNo t & Cityof Carlsbad 03-1596 . . 7/21/03 . PIeae make all corrections on the original;.tracings as,. requested in the cQrrection. .1 . list.. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential 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, 1635 Faraday Ave., Carlsbad, CA 920089 (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering, and Fire ,Depârtrnénts. . 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 Departrñent for routing to their Planning, Engineering arid Fire Departments. . . NOTE: Plan's that are submitted directly to EsGil Corporation only will hot be reviewed by the-City Planning, Engineering and.Fire Departments until review by EsGil Corporation is complete. These corrections are in response to items not fully addressed or as the result of information provided, the text in bold print indicates'the unresolved issue. The resubmitted plans appear to be missing the S sheets. 5. If exit signs are required, provide the following notes on the plans, per Section 1003.2.8.2: Not clearly indicated on the plans. Exit signs shall be located as hecessary to clearly indicate the diréctiôn of egress travel. No point.shall bernore.than 100 feet-from the nearest visible sign. .. Exit signs shall be readily Visible from any direction of approach. 17. Provide complete plumbing plans, including: a) Complete drain, waste and vent plans. Please revise the plans to show the required clean-outs per section 707 of the UPC. ' * 20.' Show 1/4" per 12" slope on drain and waste lines. UPC Section 708.0. Not clearly indicated on the plans. . 22. 'Provide complete energy designs for the proposed changes in envelope, lighting', and mechanical systems. Provide the completed ENV-, LTG-; and MECH-'forms shOwing energy compliance. Please provide the ENV documentation for the replacement of the exterior storefront glazing. The completed and signed ENV-1 and MECH71 forms must be imprinted on the plans: Please 'provide the ENV and MECH energy compliance for the êtorefront and the new split system to the ATM room. Show on the site plan the complying disabled accessible path-of travel from the disabled accessible parking spaces to the primary entrance of the tenant space. EsGil Corporation In Partnership with govenmentforBui(dzng Safety DATE 6/20/03 U APP CANT JURIS. JURISDICTION: City of Carlsbad U PLAN REVIEWER U FILE PLAN CHECKNO.: 03-1596 SET: I PROJECT. ADDRESS: 1824 Suite B-i Marron Rd PROJECT NAME Navy Federal Credit Union - TI The pIas trnsmiftd herewith have been corréted where necessary and substantially compl with the jurisdiction'sbuilding codes. - .The plans transmitted herewith will substantially, comply with the jurisdictios building codes when minor deficiencies identified below are resolved and checked by building department staff 'The plans transmitted herewith ha'e significnt deficienôies 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 El The applicant's copy. ofthecheck list is enclosed for the jurisdiction to forward .to thepplicant. - . contact person. .. - • •. S The applicant's copy of the' check list has been sent to: Patrick- Nguyen 8800 Venice Blvd Suite 317, Los Angeles, CA 90034: LI Esgil Corporation staff did not advise the applicant that the plañcheck has been, corn' Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted: Patrick Nguyen Telephone #: 310-838-0760 Date contacted 6o(b3(by fi) Fax # Mail Telephone Fax1...- InPerson Eli REMARKS By,.,Doug Moody Enclosures . Esgil Corporation V •V, 0 GA 0 MB 0 EJ 0 PC .6/12/03 V tnsmti.dot 5 * ,. •. .- S VS •_*S S * SS - . g V S • • -* V 5 V •• •5 -, 53 V V V • - ' -; 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 5604576 V . • V V * V 'City of Carlsbad 03-1596 6/20103 •, - PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 03-1596 . JURISDICTION: City of Carlsbad OCCUPANCY B USE Bank TYPE OF CONSTRUCTION: VN ACTUAL AREA: 7512sf ALLOWABLE FLOOR-AREA: STORIES: 1 i-lli(I-lT - U/kIL VLAN UIVLL) UY L)AiL FLAN iVLzL) bY JURISDICTION:, 6/10/03 ESGILCORPORATION:-. 6/12/03 DATE INITIAL PLANREVIEW. PLAN REVIEWER: Doug Moody COMPLETED: 6/20/03 FOREWORD (PLEASE READ): .. This plan review is limited to the technical requiremehts contained in the Uniform Building Code, Uniform Plumbing Code, Uniform. Mechanical Code, National Electrical Code andstate 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 Departmeht, Engineering Depertment, Fire Department or other departments. -CiCarance from those departments may be required prior to the issuance of a building permit.' Code sections cited are based on the 1997 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, 1997 Uniform BuitdingCode, the approval.of'the plans does not permit the violation of any state, county or city law:;, To speed up the reôheck. 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. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tifoiw.dot '. City - of Carlsbad 03-1596 S ' 6/20/03 Please.make all cdrrectionè on the original tracings, as requested in the correátion I list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be • submitted in one of two ways:. •, 1. Deliver all corredtéd setsof 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 921231 (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 • Departm'ents. 0 , NOTE: Plans that are submitted directly to EsGil Corporation only will not be • reviewed by the City Planning, Engineering and Fire Departments until review:bi EsGil Corporation Is complete. • .' . F: 1. Provide a statement on the Title Sheet of the plans stating that this.project shall comply vith the 2001 edition of the' California Building'Code (Title 24), which adopts the 1997 UBC, 2000UMC, 2000 UPC and the 1999 NEC.. 2. Provide a section view of all new, interior partitions. Show:, ' '•, , a,) Spécifymanufacturer and approval number (#2274 has expired) or, . ' ' 'indicate "to1be ICBO approved". ' b) 'Show height of partition and §uspended ceiling, and height from floor to roof framing or floor framing. ,• , ' 3. Specify lever-type hardware for passage doors on floors accessible to the. • disabled. Title 24. ' ' • ' " • 0 -' F - - F 4. %, , - - _ Please provide a door hardware schedule. 5. ' If exit signs are required, provide'the following notes on the plans, per Sction 1003.2.8.2: •--. : • ' ' • Exit signs shall be located as necessary to clearly indicate the direction of egress travel. No point shall be more than 100feet from the 'nearest, visible sign. • , '' , ' 'Exit signs shall be readily visible from any direction of approach.. 6 Please reference the soffit detail on the reflective ceiling plan 7. Provide complete architectural section of the corridor, showing all fire-resistive materials and details of constñ.ictkn for all floor, walls, roOf and all pehetrations. Section 1004.3.4. ••• - • . •. ' • F F on the cover sheet, of the plans, specify any items requiring -special inspection, in. a format similar to that shown below. Section 106.3.2. • 0 4 • . City of Carlsbad 031596 . 6/20/03 * : .•. • REQUIRED SPECIAL INSPECTIONS •. In addition to the regular inspections, thefollowing checked items will also require Special Inspection in accordance with Sec. 1701 of the. Uniform Building Code. - ITEM • REQUIRED? REMARKS FIELD WELbING YES EXPANSION/EPDXY ANCHORS . YES 8 When special inspection is required, the architect or engineer of record shall 11 - prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106:3.5. Please complete the attached form. 9. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor-- ceilings and roof-deilings shall be protected as required in UBC Seétions 709 and 710." 10 Please provide complete electrical plans 11 Please provide electrical load calculations : Please providepanl schedules, indicate new and existing loads. .' Please indicate on the planstheIocation of the electrical panel and detail the required working clearance. : • Pléáse revise.theplans to show the required emergency egress lighting per section .1003.2.9 of the UBC: Please note on the plans "AC Càblë is not allowed in A,B,E, H, and I occupancies. NM,cable is restricted (without City approval) to one and to family dwellings: Note on plans that anequipment ground conductor is to be installed in all flexible conduits'. 16 Provide mechanical plans, showing existing and proposed HVAC equipment, ducts and acôessto equipment. -: - - 17. Provide complete plumbing plans, including:- - 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 aalculatiorcs, including the water pressure, pressure losses, water demands, and developed pipe lengths. . UPCSection61O.0 ' - - • •:.i::::--. d) Show water heater size, type and location on plans. UPC, Section501 .0 S •SS • -- • ••. -4 . 4 - - - S r - S • -- •4. • 5 S - 4 S .5 .5 City of Carlsbad 03-1596 - .•. 6/20/03 18. Show that water heater is adequately braced tb resist seismic forces. Provide', two straps (one strap at top 1/3of the tank and one strap at bottom 1/3 of the tank). UPC, Section 510.5. 0 19. Show P & T valve on water heater and detail drain line route from P &T valve to the exterior. UPC Section .608.4. '. 20. Show 1/4"per 12" slope on drain and waste lines. UPC Section 708.0. 21. Note on the plans that new water closets and asociated flushorneter 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). 22. Provide complete energy designs for the prposed'changes in envelope, lighting, . and mechanical systems. Provide the completed ENV-, LTG-, and MECH- forms showing energy compliance. -. - - • . . • • 23. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design: . 24. The completed and signedENV-1, LTG-1,and MECH-1 forms must be imprinted on the plans. 25. Show on the site,plan the complying disabled accessible.pth of travel from the . disabled accessible parking spaces to the 'primary entrance of the tenant space. . Please provide detailed plans of the path of travel, indicate slope and width,' any • pedestrian ramps, curb ramps, walks, hand rails, provide dimensioned parking stall details etc. . . . 26 Show a clear level area for the door to restroom 117, per Section 1133B.24.2: . . • a) ~:60" in the direction of door swing 27: Show that the water closet is located in a space, per Sectidn ill 5B7.2, which provides a) ~:48" clear space in front of the water closet 4 5 Tospeed 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. - . 0 Please indicate here if any changes have been made to the plans that ae not a • result of corrections from this list. If there are other changes, please briefly . 5 •. describe. theTh and where they are located in the:plans. - - -. -. - - • -: S •• - - •- .- - 5 0 o f uarlsbad BUILDING DEPARTMENT NOTICE O1!QIJIREMENT FOR SPECIAL iNSPECTION Do Not Remove From Plans Plan Check No 03-1996 U1IZ4 Job Address or Legal Description 1824 Suite 'flViarron Rd Owner cIiiC i2eL 4eii Address If1J / S, ii'ldioce L)r. i./ 44 You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet The Registered Special Inspector shall-be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change The requirements for inspections by personnel of the City of Carlsbad building department. The inspections by a.Special Inspector are in addition to the inspections normally required by the County Building Code. The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect The LSpecial Inspector is not authorized, to accept alternate materials, structural changes, or any requests for plan changes The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that heishe inspected and approved. The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perform the special inspections oneach of the items indicated on the reverse side of this sheet. City of Carlsbad 03-1596 6/20/03 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: J? Sjjdjj 2- I 2-G PLAN CHECK NUMBER:--i_OWNER'S-NAME: thyF d' r' Cøic 1, as the owner, or agent of the owner (contractors may not em p l o y t h e s p e c i a l inspctor, certify th9tVI, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction ::::t !0ve UBC Section 106.3.6. 7,/ I, as the engineer/architect of record certify that I have prepard the follown ecIal -inspection program as required by UBC Section 106.3.5 for the construction .. ijjp e site listed above. - co 23 m Signed UJ Cr xP. !a1r List of rk reqUiring special Inspection,. OF V D Soils Compliance Prior to Foundation Inspection RrFleld Welding Structural Concrete Over 2500 PSI VExpanslon/Epoxy igh Strength Bolting 0 Prestressed Concrete V Anchors V: 0 Structural Masonry ' 0 Sprayed-On FireProofing. V.- Designer Specified V 0• Other Name(s) of Individual(s) or firm(s) responsibie.for the sp e c i a l i n s p e c t i o n s l i s t e d V above: V V V A. Ai B. C. V V V -------- V. V - 3. Duties of the special inspectors for the work HsteJ above: V A. c?7 7 C2 L,4Z/42" OF C. V• - - V• • V -. V V V -- City of Carlsbad. 03-1596 6/20103, - VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad PLAN CHECK NO 03-1596 PREPARED BY: Doug Moody DATE: 6/20/03 BUILDING ADDRESS 1824 Suite B-i Marron Rd BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VN BUILDING AREA Valuation " Reg: . VALUE ($) PORTION - L(Sq. Ft.) Multiplier . Mod.__J___________ TI 7512 City Valuation ' 225,360 Air Conditioning Fire-Sprinklers - 225,360 TOTAL VALUE Jurisdiction Code T cb By Ordinance - I 1994 UBC Building Permit Fee $934.641 .. 1994 tJBC Plan Check Fee I $607 521 Type of Review: EI Complete Review Structural Only D Repetitive Fee LI Other i.Q,Repeats Hourly - Hour * . • 1' Esgil Plan Review Fee $523.40f Comments: - ,- - ' - - Sheet 1.'6f I - - - • macvalue.doc - I I 'I - - Carlsbad Fire Department 031596 0 1635 Faraday Ave.Fire Prevention ( Carlsbad, CA 92008 (760) 602-4660 Plan Review Requirements Category Building Date of Report: 08/18/2003 'Reviewed by: b' ( Name Per uzzi Architects Address 8800 Venice Blvd..Suite 301 City, State Los Angeles CA 90034 Plan Checker: S Jo # 03596 Job Name C Navy Credit Union 3ld#CB031596 7 Job Address 1824 Marion Rd.Ste or Bldg No o Approved The item you have submitted for review has been approved The approval is based on plans, information and:/ or speãifications provided in your submittal,• therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit t67 construct or install improvements . 5- ,. - Approved The The item you have submitted for review has been approved subject to the Subject to attached conditions The approval is based on plans, information and/or pecifications provided in your submittal. Please reviewcarefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Please resubmit to this office the necessary plans and /'or specifications required to indicate, compliance with applicable codes and standards ( . • S - D Incomplete The item you have submitted 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 to this office for review and approval Review 1st _________ 2nd _________ 3rd _________ Other Agency ID FD Job # 031596 FDFile# 5' 5• - S • - I C ' '' '•.' ' Carlsbad Fire Depa:rt.ment 031596 : o 1635 Faraday Ave 4 Fire Prevention s Carlsbad, CA 92008w . * :;. - (760) 602-4660 Plan Review ; Date of Report 08/18/2003 Reviewed by Name Peruzzi Architects I I 4 Address 8800 Venice Blvd Suite 301 — — C City, State Los Angeles CA 90034 I I Plan Cheáker: T ' 031596" 1 , * / t Job Name Navy Credit Union lei S - 7 Job Address....-1824 Marion Rd • ! Ste or Bldg No. _____________ f ding Plans have aftached a plan or layout for t4 e instañatin of fire sprinklers ea currently unprotected. these !ans are.not to be considered approved for construction. FIRE shall require under seperate submittal, Plans for the installation of sprinklers in those areas not protected C including hydraulic caIculaons, with a letter from a structural engineer stating the current roof truss system is capable of b6arind th e' new lo~d. 4- 1 . •. . 5 - . . IC .. -•• •. - -S . - . - . - 5- - 5, . S - •4,_• - - C- I . •'.-I •- '5 5. CI - .- r •-* 4 5 ,, ,- 445 , - - - - I -. - .. -• C 5 - * • -. * ! / C - - . - • 5- -.- - -C •. -• . * • . -- , 5/5 # 4 C, - * 5- '5 ' - . -• - -. - • . - -• - - - -•-' - - • -- • . - -.• - ,• •, - CrIsbad Fire Department ' ' - . 031596',, 1635 Faraday Ave. Fire Prevention .,Carlsbad, CA,92008 . . (760) 602-4660 Plan Review '; Requirements Category: Building.Plan .' Date of Report: 06/13/2003 Reviewed by: Name: Peruzzi Architects . Address: 8800 Venice Blvd.. Suite 301 . . City, State: Los AngeieCA 90034 * . Plan Checker: ' Job # 031596 Job Name:'Navy Credit Union Bld# CB031596 : Job Address: 1824 Marron Rd 0 Ste.:or'Bldg. No. * ' Approved . The item you have submitted for review has been approved. The approial is based on plans, information and / or specifications provided in your submittal, therefore any changes to these items afterthis date, including field - . modifications, must bereviewOd by this 'office to insure continued, conformance - • . with applicable codes and standards. Please review carefully'allcomments attached as failure to comply with instructions in this report can result in ,' suspension of permit to construct or'install improvements. - - •1 t Li Approved.' The item you have submitted for review, has been approved subject to the -Subjéctto attached conditions. 'The approval is based on plans, information and/or -specifications provided'in your submittal. Please review carefully all comments, attached, as failure to comply with instrüctiori's in this report can result in: suspension.of permit to construct or install improvements. Please resubmit to this office the necessary plans and,/ or specifications required to indicate compliance with applicable codes and standards 'Incomplete ' The item you have submitted for review is incomplete. At this tim'e, this office cannot adequately conduct a review to determine compliancewith'the applicable codes and / or standards. Please review carefully' all comments, attached. P.le'ase resubmit the necessary plans and / Or'specificatiôns to this, office for review and approval * '0 I I I .,.,.. =VW w ,,. .ju I'r'..,u '..,dIIL)dU U.) I (O.UU Structural Engineers . . 908 S. Cleveland St. SHEET NO. OF Oceanside, CA 92054 0 CALCULATED BY HBH DATE 6/03 Tel: (760) 966-6355 Fax: (760) 966-6360 CHECKED BY DATE SCALE . 0 I DESIGN LOADS .. . . . S ROOF DEAD LOADS Flat (psf) Subpurlins . (pf . Purlin (péf) . GLB (pd) RoofingBur'& Reroof 4.5 4.5 . 4.5 4.5 1/2" Plywood .. 1.5 .1.5 . . 1.5 1.5 2x6 Joist @24"o.c.. .. 1.1 1.1 1.1 1.1 Purlins . 1.3. - 1.3 . 1.3 Glu-Lam Beams . 1.4 . - - 1.4 (02xThickness) Batt Insulation . 0.9 0.9 0.9 0.9 Ceiling .. 1.8. 0.8 1.8 ,. .1.8. ME&P . . 1.4 . 1.2. 1.9 .1:4, Miscellaneous . . 1.1 ' 1.1 E Dead Loadl 15 10 13 15 Live Loa&"f. 20 20 .. .. '20 ' . 16 3 'S 5 GL6 F1JLIN I SFtO.C.T(P. 5-6 - - - - d N.) I:.2i T - ---- - OLD - L 0 N) 1.1 ad x IS GLE. FRL' Ul VQ - . . - - I * ITT J/J5 L5 FULN - _______ ___ ______ - . •sFT.O.C.TrP.T cz ?' 1 ITT oz C-. h..:. . MIN 0' m .. . I 10. > V 3 1/S' x I rp GLQ FULIN CD Ko Ti () Hh I'S' x IS CL UL IN s FT 1 Al - \\ 'I- *•.,... - 0 1 (_,4 I -u 3 I/S x 11516L6 FULIN Ic II th*) I -44*L'1/2 11 -s z .. I (o rl rri(J)It ir LE3 1nURLIN 1 S FT. OCTYP .j . , .. . . . -. 1Sjx I CA :f 1 7 3I/SxbL6p1JRLIN.I •. ..:h.: .j. . ... .. TYP T J , - •,•. .. - c- - (ti N3 L1 Z 0) I ( I LPURLftJ -n S FT ochp ------------ 454%- 41 - o I 6'- 1' . I''6 '-3 I '-" . :. fj . . •• 6 DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com JOB FC (ô O/7.00 SHEET NO. 2 OF____________________ CALCULATED BY DATE CHECKED BY DATE SCALE 0 PRODUCT 207 I . DSI Title: Job# I STRUCTURAL ENGINEERS Dsgnr: Date: 8:54AM, 11 AUG 03 908 SOUTH CLEVELAND STREET Description: OCEANSIDE, CA 92054 Scope: f ' L 83.2OO2ENEcALc Engineering Software General Timber Böäm u:hiIshareengineng\coiimerdaI\ I Description 3.125x15 GLB Purlin (Hydraulic System Addition) I LGeneral- Information Cálculátions are designed to 1997 NbS and 1997 iJBC Fé'ciuirehleritsi Section Name Prllm: 3.506.0 Center Span 24.00 ft .....Lu 2.00 ft Beam Width 3.125 in Left Cantilever ft . . . .Lu 0.00 ft Beam Depth 15.000 in Right Cantilever ft .....Lu 0.00 ft Member Type I Truss Joist - MacMillan, Parallam2.OE Fb Base Allow 2,900.0 psi Load Dur. Factor 1.250 Fv Allow 290.0 psi End Fixity Pin-Pin Fc Allow 650.0 psi I Beam . . E 2,000.0 ksi FulljLength Uniform Loads I . Center DL 104.00 #/ft LL 160.00 #Ift Left Cantilever DL #/ft LL #/ft Right Cantilever DL '#/ft LL #/ft I Point Loads Dead. 55.0 lbs 27.0 lbs lbs lbs lbs lbs lbs Live Load lbs lbs lbs lbs lbs lbs lbs -....distance 6.000 ft 18.000 ft 0.000 ft 0.0010 ft 0.000 ft 0.000 ft 0.000ft .... crnmaryJJ Beam Design OK Span= 24.00ft, Beam Width = 3.125in x Depth = 15.in, Ends are Pin-Pin - I Max Stress Ratio 0.552 1 I Maximum Moment 19.3 k-ft Maximum Shear * 1.5 4.3 k Allowable 34.9 k-ft Allowable 17.0 k Max. Positive Moment 19.25k-ft at 12.000 ft Shear: © Left 3.22k Max. Negative Moment I 0.00 k-ft at 0.000 ft @ Right 3.20k Max @ Left Support 0.00 k-ft . Camber: © Left 0.000 in Max @ Right Support 0.00 k-ft . © Center 0.686 in I Max. M allow 34.90 . Reactions... @ Right 0.000 in fb 1,971.61 psi fv 92.37 psi Left DL 1.30 k Max 3.22k Fb 3,573.77 psi Fv 362.50 psi Right DL 1.28k Max 3.20k [Deflections I Center Span... Dead Load - Total Load Left Cantilever... Dead Load Total Load Deflection • -0.458 in -1.137 in Deflection 0.000 in 0.000 in ...Location 12.000 ft 12.000 ft ...Length/Defl • 0.0 0.0 ...Length/Defl - 629.4 253.28 Right Cantilever... Camber ( using 1.5 * D.L. Defi) ... Deflection 0.000 in . 0.000 in @ Center 0.686 in ...Length/Defl 0.0 0.0 © Left 0.000 in I . @ Right • 0.000 in I : DSI Title: Job# • H I . STRUCTURAL ENGINEERS Dsgnr Date: 8:54AM, 11 AUG 03 908. SOUTH CLEVELAND STREET Description : . OCEANSIDE, CA 92054 Scope: : . : . . . . aRev: 560100 7 User KW-0602938 Ver561 25-Oct-2002 General Timber Beam '(c)1983-2002 ENERCALC Engineering Software u:\bhill\sharedtenineering\commerciaI\03175. I Description 3.125x15 GLB Purlin (Hydraulic System Addition) I Lstress Caics '. Bending Analysis Ck .19.049 Le. . 4.118 ft Sxx 117.188 in3 Area 46.875 1n2 .Cf . 1.000' Rb 8.714 Cl . 0.986 . I MSxMöñiéht Sxi Rei'd AIidbièfb . @ Center 19:25 k-ft 64.65 1n3 . . 3,573:77 psi - @ Left Support 0.00k-ft • • 0.00 in3 . . 3,625.00 psi Right Support . . 0.00 k-ft • 0.00 in3 . 3,625.00 psi I @ Shear Analysis @ Left Support @ Right Support . Design Shear 4.33 k 4.31 k Area Required . 11.944 in2 . 11.886 in2 . • . .. . . Fv: Allowable 362.50 psi • 362.50.psi .. , Bearing @ Supports . .. . . * . Max. Left Reaction - 3.22 k - Bearing Length Req'd 1.583 in - • Max. Right Reaction I - ' . .• I I * . 3.20 k • . .. ,. .,. ; Bearing Length Req'd . . • - 1.576 in . I I I I I I '' :*H, . -. .. ', ---:-.- •,.'• -. H I I 4 Location rfu -' .0 a) E ff-8 flpnrlinri Mnrnnt Location fftl. 3.2 1 2.8 2.14 1.0 1 1.07 0.54 . 0.0 16- -0.70 a) -1.50 -2.38 -3.18 Rni chr / flpfIrrfinn S Location (ft' S DSI STRUCTURAL ENGINEERS 908 SOUTH CLEVELAND STREET OCEANSIDE; CA 92054 Title: Job # Dsgnr: Date: 8:54AM, 11 AUG 03 Description Scope: 7c'F 0293Ver1,2-200 General Timber Beam c) 3-2002 ENERCALC Engineering Software (0198 I Description 2x6 Sub-Purlin (Hydraulic System Addition) LGeneral Information - Calculations are designed to 1997 NDS and 1997 UBC eciuiriientJ Section Name 2x6 '. Center Span 8.00 ft .....Lu 0.50 ft Beam Width 1.500 in Left Cantilever ft ... ..Lu 0.0.0 ft Beam Depth 5.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Fb Base Allow 875.0 psi Load Dur. Factor 1.250 Fv Allow - 95.0 psi Beam End Fixity Pin-Pin Fc Allow 625.0 psi Repetitive Member E 1,600.0 ksi LFull Length Uniform Loads. . . Center . DL 25.00 #/ft LL - 40.00 #/ft Left Cantilever DL . #/ft LL #/ft. Right Cantilever DL #Ift LL #/ft L Summary . . Beam Design OK Span= 8.00ft, Beam Width = 1.500in x Depth = 5.5in, Ends are Pin-Pin Max Stress Ratio 0.507 : I Maximum Moment 0.5 k-ft Maximum Shear * 1.5 0.3 k Allowable 1.0 k-ft Allowable 1.0 k Max. Positive Moment 0.52 k-ft at 4.000 ft Shear: © Left 0.26k- Max. Negative Moment 0.00 k-ft at 0.000 ft © Right 0.26k Max @ Left Support 0.00 k-ft Camber © Left 0.000 in Max @ Right Support 0.00 k-ft © Center 0.104 in Max M allow 1.03 Reactions... © Right 0.000 in fb 825.12 psi fv 41.98 psi Left DL 0.10 k ' Max ' 0.26k Fb 1,629.00 psi Fv 118.75 psi Right DL 0.10 k Max 0.26 k [Deflections te -Fenr Sp an... . Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.069 in -0.180 in Deflection 0.000 in 0.000 in ...Location .4.000 ft 4.000 ft ' ...Length/Defl 0.0 0.0 ...Length/Defl 1,386.5 533.27 Right Cantilever... Camber ( using 1.5 * D.L. Defi ) ... Deflection 0000 in 0.000 in © Center . 0.104 in ' ...Length/Defl . 0.0 . 0.0 © Left 0.000 in . @ Right 0.000 in Stress Bending Analysis Ck .31.019 Le 1.030 ft Sxx 7.563 in3 Area 8.250 1n2 Cf 1.300 Rb 5.497 Cl 0.996 Max Moment ' - Sxx Reg' Allowable fb © Center ' .. 0.52 k-ft 3.83 in3 1,629.00 psi @ Left Support . - 0.00 k-ft - 0.00 1n3 '1,635:16 psi © Right Support 0.00 k-ft 0.00 in3 1,635.16 psi Shear Analysis - © Left Support - © Right Support - Design Shear 0.35 k 0.35 k Area Required - . - 2.916 in2 2.916 in2 -- - - .Fv: Allowable - 118.75 psi 118.75 psi - - - - - 'Bearing @ Supports Max. Left Reaction 0.26 k - Bearing Length Req'd - . - 0.277 in Max. Right Reaction - -. 0.26 k - Bearing Length Req'd - 0.277 in 75. I: I •- I- _____ *1: - - --- r --____--I I — I &-4 I I -•:----- --- — B i- ---------_ - _----.- -. JLLL -----_-_ I' ---- ----I_ I- --___ ---__ I.- 1j 1:t1: cJ!1:.i4euJc1! !.I I .-- I- -- U1 -- LUJII ---> 1I --r-- __ —_- ITIFiriii -- -- I - _I ---- unnSavoie Inc. tructiiral Engineers 08 S. Cleveland SL. ceanside, CA 92054 el: (760) 966-6355 ax: (760) 966-6360 JOB NFCU Car!sbad. '03175.00 SHEET NO. - OF /2 CALCULATED By HBH- DATE 6/03 CHECKED BY DATE SCALE - - - Dunn Savoie Inc. JOB •. NFCU Carlsbad '03175.0 Structural Engineers 908 S. Cleveland St. SHEET NO OF - Oceanside, CA 92054 . CALCULATED BY HBH, D El 6/03 Tel: (760) 966-6355 Fax: (760) 966-6360 CHECKED BY DATE , - - SCALE DEAD LOADS Flat (psf) Subpurlins (psf) Purlin (psf) GLB (psf) Roofing Bur & Reroof 4.5 4.5 4.5 - 4.5 1/2" Plywood - 1.5 -1.5 1.5 1.5 2x6 Joist @24' o.c. 1.1 1:1 1:1 1.1 Purlins •. - 1.3 1.3 1.3 Glu-Lam Beams 1.4 - . - 1.4 Batt Insulation (0.2xThickness) 0.9 . 0.9 0.9 Ceiling 1.8 . 0.8 1.8 1.8 ME&P . -1.4 1.2 1.9 - - 1.4 Miscellaneous 1.1 - - - 1.1 EDead Load 15 - 10- 13 .15 - -Live Load . 20 '. 20 20 16 nfcucardesign loads DUNN SAVOIE INC. STRUCTURAL ENGINEERS I , 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966.6355 FAX (760) 966-6360 Email: dsi@surfdsi.com I JOB JIVIC11 O3/75. SHEET NO. g " OF .12 CALCULATED BY DATE 5I2cc'3 CHECKED BY_'_' DATE SCALE . - 5)c C4/4 A JOB DUNN SAVOIE INC. STRUCTURAL ENGINEERS SHEET NO. OF__ 12 ______________ 908S. Cleveland Street CALCULATED BY_____________________ DATE OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 CHECKED BY DATE________________ Email: dsi@surfdsi.com SCALE / - - Aei /kMPiV-.-.. 9Pe/Jy 2.53 1 -2- - ,41 /ç/ S7 / 76 A. X10 23 7 x' 4 76 (/- 75) 7 . DUNN SAVOIE INC. STRUCTURAL ENGINEERS I . 908S Cleveland Street OCEANSIDE,CA 92054 PH. (760) 9666355 Mk(760) 966-6360 Emaii:dsi@surfdsi.com . I . 00 JOB /2 SHEET NO _______________________ OF CALCULATED BY__________________________ DATE CHECKED BY_-_ - DATE - - SCALE ,- - - DSI , Title: - - . Job .1 1 i 1 , Dunn Savoie Inc. . Dsnr: Date: '3:00PM, 9 JUN 03 I I Structural Engineers Description I L J Oceanside, CA 92054 Scope 12 Rev: 560100 , . .., User: KW-0602938, Ver 5.6.1. 25-Oct-2002 . . Slender Masonry VVall I (c)1983-2002 ENERCALC Enoineering Software . , , : ' u:\bhiii\shared\engineering\commercjai\03175 Description , 7'x5'Opéning, 12" CMU (Governing Condition) I General Information Calculations are designed to 1997 UBC Requirements - Wall Height 20.50 ft ' ' . .. f'm , ' ' . 1,500.0 psi' Thickness ' . " 12.0 in .,, , . fy ' . ' 60,000.0 psi Rebar Size '' " ' 5 ' ' , Wall Wt Multiplier 1.00 , 'Rebar Spacing. ' . . '16 in ' Normal Weight Block Rebar Location , Edge . ' ' Fr = 4.0 * (fm)A.5 , 2.50 V ,Solid Grouted . . ' ' . ' '',''• Seismic Factor : . , 0.300 ' I Loads Vertical Loads... Wind Load (full height) . 0.00 psf ' Uniform Eccentric Load'..... ' Dead Load ' ' ' 0.00 #/ft Lateral Loads... V Live Load ' . ' 0.00 #/ft ' ' Point Load . ' . 0.00 lbs. Eccentricity 0.00 in ' ' , @ height ' . . 0.00 ft Roof -. '' ' ' ' ' ' Wind 'Concentric Load... ' ' Distributed Load ' ' , 211.00 #/ft Dead Load ' '' '' '0.00 #Ift' . ' ' ' Dist. to To 16.50 ft , ' ' . . Live Load . , '0,00 #Ift . , Dist. to Bottom 7.00 ft Roof , ' ' ' Seismic Zu , Moment Exceeds Allowable high 12 OOin thick w/ #5 bars at 16.00in on center at edge, Normal Block f'm = 1,500.Opsi, - Fy = 60,000.0psi, Special Inspection Req'd, Solid Grouted' . . Factored Load Bending ' ' : Seismic Load Governs ', Service Load Deflection : Seismic Load Governs Maximum Iterated Moment: Mu 129,935.85 in-# Maximum Iterated Deflection . ' . 1.365 in ' Moment capacity . ' - ' 99,998.24 in-# - Deflection Limit ' 1.722 in Seismic Wind Mn * Phi : Moment Capacity , ' , , 99,998.2 in# . , . ' 99,998.2 in-# .129,935.8 ifl# , ' 0.0 fl# 129,935.8 in-# ' ' ' 0.0 in-# Overstress Precentage 29.94 . , . 0.00 Allow Deflection: 0.007 * Height - , ' . 1.722 in ' , 1.722 in I Max Iterated Service Loa'd Deflection ' 1.365 in , 0.000 in 'Actual Deflection. Ratio ' , ''180.2 0.0 ..'Aátual Reinforcing Percentàe 0.0022 0.0022 . 'Allowable Max. Reinf. Percent = 0.5 * Rho Bal , , ' 0.0053 ' 0.0053 Actual Axial Stress : (Pw'+ Po ) I Ag ' 9.78psi . 9.78 psi 'Allowable Axial Stress = 0.04 * fm' ' ' ' ' -. ' . 60.00psi ' . , ' 60.00 psi I I I I I I DSI Title: Dunn Savoie Inc. Dsgnr: Structural Engineers Description: 908 S. Cleveland St. Scope: Oceanside, CA 92054 25-Oct-2002 nearing Software . Masonry Lintel Design 7'x5' Opening, 12" CMU (Governing Condition) Job# Date: 3:00PM, 9 JUN 03 User KW-0602938, Ver 5,6. 1, U Lc11983-2002 ENERCALC Enc I Description I LGeneral ... Information . Calculations are designed to 1997 UBC Requirerhents f'm 1500.0 psi Clear Span 15.00 ft Rebar Size 5 Es 24000.0 psi Lintel Depth 9.00 ft # Bars ElF 1 I . Em = f'm • . 750.00 Thickness 12.00 in Top Clear 1.500 in No Special Inspection . End Fixity Fix-Fix Btm Clear .1.500 in Seismic Factor . 0.300 Bar Spacing 3.000 in # Bar Sets 2 Wall Wt Mult. 1.000 . Load Duration Factor .1.330 I . Block Type Normal Wt Live Loads Included with Wind/Seismic . Applied Loads istributed Loads... DL . LL Start X End X I . #1 0.93 k/ft 0.53 k/ft 0.000 ft 15.000 ft Wind Load 0.00 psf Moments & Shears . - I Moment Shear Vertical Loads Actual Allowable Actual Allowable DL Only 39.88 125.53 k-ft 13.56 19.36 psi DL + LL 49.82 125.53 k-ft 16.93 19.36 psi DL + Wind/Seismic I + (LL) . 166.96 k-ft 25.76 psi Lateral Loads Wind 0.00 11.63 k-ft 0.00 25.76 psi Seismic 6.73 11.63 k-ft . 3.54 25.76 psi Equiv. Solid Thick I 11.600 in Wall Wt 133.00 psf E 1125,000.0 psi n 25.7778 .Summ I Span= 15.00ft, Depth= 9.ft, Thick= 12.O0in Normal Weight Block, No Special Inspection Using 2 bar sets of 1- #5 bars spaced 3.000in apart, Ends are Fix-Fix I Combined Stress Ratios . DL + LL (shear governs) . 0.8744 . 1.00 DL + Wind (i- LL) (shear governs) 0.6574 1.00 DL + Seismic (+ LL) (bending governs) 0.8775 1.00 Lintel OK Combined Stress Results... Vertical Lateral : Combined DL + LL fb/Fb 0.3969 0.3969 : 1.00 fv/Fv 0.8744 . 0.8744 : 1.00 DL + Wind (+ LL) fb/Fb 0.2984 . 0.2984 : 1.00 fv/Fv 0.6574 0.6574 : 1.00 DL + Seismic (+ LL) fb/Fb 0.2984 0.5791 0.8775 : 1.00 -, fv/Fv 0.6574 0.1373 0.7948 : 1.00 LDesign Values Vertical Strength . I --. Allowable Stresses As • 0.6200 in2 Masonry Fb... - - • k:(np"2+2np)4.5-np - 0.15 0.33 fm (.5 if w/o sp insp) np 0.0129 Steel = 1 - k/3 - * 0.951 - Masonry Fv - M:mas=Fb k b d"2/2 LDF 191.67 k-ft fmA.5 * (.5 if w/o sp insp) M:Stl.= Es As j d 125.53 k-ft Lateral Strength As - - 0.62in2 - - . k:(npA2+2np)A.5np I 0.18 np 0.02 j=1-k/3 0.94 . M:mas=Fb k j b dA2/2 * LDF - 14.09 k-ft I M:Stl = Fs*As*j*d*LDF 11.63 k-ft - 247.50 psi 24,000.00 psi 19.36 psi DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX. (760) 966-6360 Email: dsi@surfdsi.com .5 J6B)1( SHEET NO.S . OF /2 CALCULATED BY______________________ LATE CHECKED BY DATE S SCALE .. . .... S ..............S 1' ANIé . ji -~~"574 'p. ...)............ .. 6-cl SI2. ______ S ., . :• 2164 S - -,II._S C Vgria .......................... 5. S 5 S •S • 5•__ S)S . . S I JOB _AI,t'- 1"), : • DUNNSAVOIE INC. 12 STRUCTURAL ENGINEERS • SHEET NO. OF_________________ • • 908 S. Cleveland Street •. CALCULATED BY l/J1 - DATE • I : • . OCEANSIDE, CA-92054 • • S • •• • PH. (760) 966-6355 FAX (760) 966-6360 CHECKED BY •_• DATE. • • Email: dsi@surfdsi.com . - S • SCALE S •• • 5 •.. : -5 - I I DSI . Title: . Job # I 1 1 Dunn Savoie Inc. Dsgnr: Date: 3:00PM, 9 JUN 03 . . I i 1 II . Structural Engineers Description : LILti 908 S. Cleveland St. Scope: -Oceanside, CA 92054 . /t /2 I Rev: 560100 I User. KW-0602938,Ver5.6.1,25-Qct-2002 General Timber Beam I L(c)1983-2002 ENERCALC Engineering Software . . •. u:\bhill\shared\engineering\commercial103175. . Description 2x6 (E) sistered wl 2x6 (N) @24" oc LGeneral Information . . Calculations are designed to 1997 NDS and 1997 UBC Requirements S ,. • ••44 t flfl-øfl.a,.jt' 4.rmw -: ,S&A, 4 **trs.' Section Name 2x6 . Center Span 8.00 ft .....Lu 1.00 ft Beam Width 3.000 in Left Cantilever ft . . . Lu 0.00 It I . Beam Depth . 5.500 in Right Cantilever ft .....Lu 0.00 It Member Type Sawn Douglas Fir - Larch, No.2 . Fb Base Allow 875.0 psi Load Dur. Factor , 1.250 . FvAllow 95.0 psi Beam End Fixity Pin-Pin Fc Allow 625.0 psi S E 1,600.0ksi . . . LFull ength Uniform Loads . Center DL 20.00 #Ift . LL 40.00 0/ft Left Cantilever . . DL . #Ift LL . #Ift Right Cantilever . DL . #Ift LL #/ft Dead Load . 240.0 lbs lbs lbs lbs lbs lbs . lbs Live Load . lbs . lbs lbs lbs lbs lbs lbs I...:distance 2.000 It . 0.000 ft 0.000 ft 0.000 ft 0.000 11 0.000 ft 0.0001t Summary Beam Design OK .I . Span= 8.00ft, Beam Width = 3.0001n x Depth = 5.5in, Ends are Pin-Pin Max Stress Ratio . . 0.419 1 Maximum Moment 0.7 k-ft Maximum Shear * 1.5 0.6 k . Allowable . . 1.8 k-ft Allowable . 2.0 k I . Max. Positive Moment 0.75 k-ft at 3.008 ft Shear! . @ Left . 0.42k ft Max. Negative Moment 0.00 k-ft at 8.000 @ Right 0.30k Max © Left Support 0.00 k-ft . Camber: © Left 0.000 in Max @ Right Support 0.00 k-ft © Center 0.111 in I • Max. Mallow 1.79 Reactions... . © Right 0.000 in . . fb . 595.04 psi . fv 35.74 psi Left DL 0.26 k . Max 0.42k Fb 1,419.63 psi Fv 118.75 psi Right DL • 0.14 k • Max . 0.30k I.. . Deflections . . S . • . .S Center Span... • . Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection . -0.074 in -0.129 in • Deflection 0.000 in . 0.000 in ...Location 3.712 ft . 3.840 ft ...Length/De1l 0.0 0.0 S ...Length/Defl .1,299.9 743.94 Right Cantilever... -. Camber ( using 1.5 * D.L. Defl )... S Deflection 0.000 in 0.000 in © Center . 0.111 in ...Length/Defl 0.0 0.0 @ Left • • 0.000 in S I • @ Right . 0.000 in I . . . . •. S • . S 5- I I '. . ,• S I . . IJ1 DSl. . Title: Job#' 1 ii i Dunn Savoie Inc Dsgnr Date 300PM 9 JUN 03 I I Structural Engineers Description :1. •I JL 908 S. Cleveland St. Scope: . Oceanside, CA 92054 • .- . . ' // p/ /2 * User KW-0602938, Ver 5.6.1, 25-6ct-2002 General Tu mber Beam ENERCALC Engineering Software u:\bhilRshared\engineerjng\commercial\03175 Description . ' New 25ft purlin Reinforcement [General Information Calculations are designed to 1997 NDS and 1997 UBC Rquirements . Section Name • MicroLani: 1.75x11.87 Center Span . 25.00 ft .....Lu . 0.00 ft I.. ' Beam Width •. . 1.7501n Left Cantilever ft ......Lu - 0.00 ft Beani Depth -:• 11.875 in • ' Right Cantilever . ft ......Lu 0.00 ft ' Member Type •. Sawn . . . Truss Joist - MacMillan, MicroLam .1.8E W . Fb Base Allow. . 2,600.0 psi . Load Dur. I Factor 1.250 ' Fv Allow 285.0 psi * Beam End Fixity Pin-Pin ' . Fc Allow . 750.0 psi E •- . 1,800.0ksi : LFull Length 'Uniform Loads . . . . . .• : Center DL • 224.00 #/ft LL 128.00 #/ft . . . Left Cantilever . DL . #/ft . LL #/ft . Right Cantilever DL #/ft LL #/ft I .. . . . . - . . . Summary . .. . . .. . . . .• .. Overstressed in Bending ! . - . . . Span= 25.00ft, Beam Width'= 1.7.50i9 x Depth =11.875iii, Ends are Pin-Pin . . . . . . ... Max Stress Ratio . ... . 2.469 Maximum Moment . •.-•.- 27.5 k-ft Maximum Shear * 1.5 .. 6.1 k . Allowable 11.1 k-ft Allowable .. .. .. 7.4 k -Max. Positive Moment : 27.50k-ft ,, . at 12.500ft I ., . . Shear: © Left 4.40k . .-, Max. Negative Moment ft , 0.00 k- . at 0.000 ft ., •- , @ Right •' 4.40k Max © Left Support o.00- k-ft . 2 Camber: - © Left 0.000in Max @ Right Support 0.00 k-ft © Center, . 6.718 in Max M allow 1114 Reactions @ Right 0 000 in ''th ., 8,023:42psi fv '294.73 psi . .L'ftDL' 2.80 Max , • 4.40k Fb 3,250.60 psi Fv 35625 psi Right DL 2.80 k Max 440k efleètions • :-.--: . , . ' , ' '• . . - Center an... • Dead Load Total Load Left Cantilever...- Dead Load • Total Load Deflection . -4.479 in ' , -7.038 in Deflection • - 0.000 in , -0.000 in - ..Location - 12.500 ft " 12.500 ft • ...Length/Defl . . • 0.0 . 0.0 ...Length/Defl • - 67.0 .42:63 , 'Right Cantilever... •• . . , . . Camber( using 1.5 * D.L. Defi) ... ' . . . Deflection • 0.000 in 0.000 in Center • . - 6.718 in ' . , • ...Length/Defl 0.0 0.0 ©Left 0.000 in I t Right 0000 in I . . , . - • ... .•. •. .- . . .. ..- • - I ' H -:.'. - . • .- . . -• . * ...- . • ' . . . - . . II 1 I 1 DSI Title: Job # riirflT Dunn Savoie. Inc.. Dsgnr: : Date: 3:00PM, 9 JUN 03 . Description I. II Structural Engineers I JI!L 908 S. Cleveland St. Scope: Oceanside, CA 92054 Rev: 560100 . / /2 . User: KW-O6O2938,Ver5,6.1,25-Qct-2Oo2 General Timber Beam I . (c)1983-2002 ENERCALC Engineering Software u:\bhilIshared\engineering\commercj Description Typ existing 25ft purlin at 8 General Information . fl,WZ c..fl Calculations are designed to 1997 NDS and 1997 UBC Requirements nn-b4 tfrLcni &4atr. '.tecrw )W4 Section Name 3.125x15.0 Center Span 25.00 ft .....Lu 0.00 ft Beam Width .3.125 in . Left Cantilever ft .....Lu 0.00 ft . . Beam Depth 15.000 in Right Cantilever ft .....Lu 0.00 ft Member Type ' . GluLam Douglas Fir, 24F - V8 Fb Base Allow . 2,400.0 psi 0 Load Dur. Factor 1.250 FvAllow 190.0 psi Beam End Fixity Pin-Pin . 'Fc Allow 560.0 psi E . 1,800.0ks1 Full Length Uniform Loads, Center DL 224.00 #/ft LL 128.00 #/ft Left Cantilever DL . . #/ft LL : #/ft Right cantilever DL #Ift LL #/ft - ilfl! ;:=Laeawj . • Beam Design OK Span= 25.00ft, Beam Width = 3.125in x Depth = 15.in, Ends are Pin-Pin • Max Stress Ratio . . 0.939 : 1 Maximum Moment. 27.5 k-ft Maximum Shear * 1.5 6.0 k Allowable . 29.3 k-ft Allowable 11.1 k Max. Positive Moment 27.50k-ft at 12.500 ft • Shear: @ Left. . 4.40k. . I Max. Negative Moment • . 0.00 k-ft 0.000 ft . @ Right 4.40k Max @ Left Support. 0.00 k-ft • Camber: .. @ Left 0.000 in Max @ Right Support 0.00 k-ft • @ Center 1.867 in 0 . Max.vu allow .29.30 . Reactions... © Right 0.000 in I fb 2,816.00 psi fv 127.28 psi Left DL 2.80 k Max . 4.40k Fb 3000.00 psi Fv 237.50 psi Right DL 2.80 k Max 4.40k . Deflections. 0. . . 0 . Center Span.:. I Dead Load ,& Total Load Left Cantilever... Dead Load 4SOW.II4fl Total Load Deflection • -1.244 in -1.956 in Deflection 0.000 in 0.000 in . 0 Location 12.500 ft 12.500 ft ...Length/Defl 0.0 0.0 ...Length/Defl . 241.1 153.41 Right Cantilever... . Camber ( using 1.5 * D.L. Defl ) ... . • Deflection • 0.000 in 0.000 in • © Center . 1.867 in S Length/Den 0.0 0.0 @Left 0.000 in . @ Right • 0.000 in ROOF STRUCTURE 16 €o!C. 7L_II7 t — 3: ::&::':n::nr - _ — ErL1 L'$.S.CA 9M CD FAX 30 l3 nfl NJ. fl C-) —4 C) L) NFCU cARLSBAD . .Pr*c(No;,SheeNo: WALL DETAIL 02 S. • . ••. ' ' OF SPLICE 1+ +1 5/8' GWB 'TYPE X , 01] 16 1 I GAUGE METAL S1UD (TIP) IMEO /2o't PER ---. 0 ai LO - WALL SPLICING@TYPE Al ' K-------------- .; 71 J . . ..-. -.. —... .. .. -. ... ROOFS1R1jC1UR Li L 20 GAUGE TRACK SECURELY Z 3 5/ sruo BRACING TO FASIENED 10 ROOF DECK WITH 2 S!RUCTLJRE ABOVE AT '-0' 1O.S1S Al 2' O.C.JYP. 0.1 . . ACOUSTICAL CL!NG AS SCHEDULED. / .. . REF RCP FOR HEIGI'l . . . . CON11NUOUS METAL TRACK. . WEUfl) AI.SEA)b, LW. ...-• -.:Q CORNER HEAD (rYP) 5/8' GW9 liv E X ON 20 GAUGE MEtAL SLUt) (1W) SEE RCP . . ,• . . cr tn (\ -. 0. . (_SOFFIT DETAIL (TYPICAL) -___ 31II J SCALE Ln 990) NItEUD1U '• NFCU CARLSBAD Doto: 29 SEPT 03 LOS ANGfLK CA W4 ____ SOFFIT DETAIL . Drown . . . . Checkd: -.