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1163 OAK AVE; ; CB043964; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 05-27-2005 : Residential Permit Permit No: CB043964 . Building Inspection Request Line (760)602-2725 .' 4 y Jo Address:j ,1163 OAK AV CBAD. '. Permit Type: RESDNTL',4t,, 'Sub Type: , SFD .'. ' •Status: ISSUED - - Parcel No '2050205200 , . Lot # 0 Applied 10/20/2004 Valuation: $251224.00 Construction Type: VN , Entered By: RMA .'Occupancy Group: .. . - . Reference #: Plan Approved: 05/27/2005 # Dwelling Units: 1 ' rStructure Type: SFD Issued: 05/27/2005 Bedrooms: . .3, Bathrooms: i'2.5 :. , - Inspect Area: Project Title: OGARA'RES-2550 SF RES, 620 SF •- Orig PC#: .. GARAGE, 218 SF PROCHçi,-&. . . .Plan Check#: Applicant: . . ' Owner: . -,.. - 4_'_'• OGARA MICHAEL D&VICKI B . OGARA MICHAEL D&VICKI B 3200 JAMES DR : JAMES DR CARLSBAD CA 92008 .. , CARLSBAD CA 92008 -• Building Permit -' / (O 14.72 Meter SizeS/( - - : AddI Building Permit Fee/ \.,..-' $0.00 Add'l Red. Water Con Fee' ' $0.00 '.Plan Check .. / ,$659`57 Meter Fee c' N. \' . $160.00 . -. . AddI Plan Check Fee/ '• /. $0.00-i,. SDCWA Fee 0' \ $2,004.00 - Plan Check Discount / . / ' $0.00 P/CF,D ayff Fee . 0 $0.00 .... ' • : Strong Motion Fee / t ' $25.12 . PFF " \ $4,572.28 Park in Lieu Fee / ' I -$0. 00 PFF_(CFD Fund) ,,.-7 \ ç' \ $4,220.56 .' Park Fee . .. / .. \ I $0.00 LFM Fee ' f / - $0.00 License Tax (CD Fund) \ , $0.00 . '.Bridge Fee ' $0.00 ' rrffic Impact Fee - Jfll . $474.70 Other Bridge Fee . • • $0.00 Traffi Impadt (CFD Fund) 1 , [-' $535.30 ;BTD #2 Fee , •• . $0.00ASidewa!kFee _-'J I ' F $0.00 - ' BTD #3 Fee . ' $0.00 LUMBING TOJAL\r-? / $182.00 ' •- - .'. ' - Renewal Fees .4. $0.00 %"EL ECTRl CAL 1TOTAL'f"J / f $60.00 Add'l Renewal Fee \ \' $0.00 MECHANICAL TOTAL'/ j / $63.00 •. •' -. "Other Building Fee • \ $00O % Housing Impact F/ J / • $0.00 'Pot. Water Con. Fee \ \ .$2,999.00), HoLiing InLieu Fee / /. $4,515.00 , '•" - ,, , Meter Size \ D5/8 Housing Credit Fee / /- $0.00 "AddI Pot. Water Con. Fee \. $0.00 co Màster,Drainage Fee ' $0.00 Red. Water Con. Fee N $O.00SeW& F . ,,/' . . / " $927.00 • ' '.4,.', •-. • .•\ • -4-- 1' / - Additional Fees / . $457.00 - - TOTAL'PERMITFEES / , $22,869.25 - - , I (\ \ / .'Total Fees: Fees: - $22,869.25 Total'Payments-To Date: \'\) $659.57 Balance Due: $22,209.68 - , . .•• .BUE'15rNCPLA1 '• .' • . . ( -- , 29 / INSTORAG-E. . , -' . • ' ATTAC'Ut?F 05/27/05 0002 01 02 ____ __rn CGF 22209 aS - ;, - -'--. - -, - - • , •' •,',•'-_:.." - ,- - .. • . , . - . . . -• • , • 4. ' ,• - -: •- - --, - - :-- , C )LV7 01 FOR OFFICE USE ONLY PERMIT APPLICATION PLAN CHECK NO CITY OF CARLSBAD BUILDING DEPARTMENT EST VAL 1635 Faraday 46.1 Carlsbad, CA 92008 - - Plan Ck Deposit n -'v Validated By Date____________ 1 Address (include Bldg/Suite #1 Business Name (at this addte ) 10,.. 0002 - C GF 459 57 I.e I Descri tion - - Lot No. - Subdiviso Name/Nu ber' UnitNo. -Phase No. -Total # of- units Assessor's Parcel # Existing Use Proposed Use :7&b0fW0r l SQ. aj. #of Stories #drooms #yfrooms C, ZIP ~Iicdntf 2 Name Address -Gi47f5-6 Gg7 j(q7/3e ,Jc, [11 0 Cc q 0 i/3z/ 75?3 LJ Name - Address State/Zip Telephone # YOWNER -i -75?--3 -- -- S . - Name Address - -,-. . City State/Zip Telephone # ES, qCNTRA tqOMPA ME - - - - - (Sec. 7031:5 Business and Professions Code: Any City or County which requires a permit to Construct, alter, improve, demolish or repair any structure, priorto its. issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's, License Law '[Chapter 9, commending with Section 7000 of. Division 3oLthe BUsiness and Professions Code) or that he is exempt therefrom, and the basis for the alleged ex emp violation of Sec on 7031 y any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001) S - ,5r4€ Name • Address - - . City •- State/Zip' - - Telephohe #" - State Ucense# _ / License aa:s , Designer Name -. - - Address City. . State/Zip Telephone S S - Stthe License # S - -. - ' -- - - - CET - **-•-- - :._ : Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 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 rk for which this permit is issued. - - • - , - - I have and will maintain- workers' compensation, as required by Section 3700 of the Labor Code, for the performance of-the work for -which this permit is - - - -- issued. My worker'X ~w ensation insurance carri policy number are: - - -, - - - - - - - - - Insurance Company 77? jii.tç1' Policy No Expiration Date__________________ - - (THIS SECTION NEED NOT BE COMPLETED-IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) - - - - -- - - - - - - - 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permifis-issued, lshall not5empIoy any person in any manner so as - - to become subject to the Workers Compensation Laws of California ,WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties 'and civil fines up to one hundred -thousand dollars ($100,000), in addition to the cost m nsation, damas ge as provided for in Section 3706 of the Labor code, interest and attorney's fees. - - :SIGNATURE - -- - " - - otc - - - - ' - DATE' - * - - - - . S - 7• ONERBUltiDERDEARATlON .. - -. - I hereby affirm that I am exempt from the Contractor's License Law for the following reason: - - - - - ,• - 0 : I, as' owner 5 of the property or my employees with wages as their sole compensation, will do the work andthe 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 n one year of completion, the owner-builder will have the burden of-proving that he did not build or improve for-the purpose of 'sale). I, as owner of the property, am. exclusively contracting with licensed contractors to construct the' project (Sec. 7044, -Business and Professions C&ie: The er of property who builds or improves thereon, and contracts for such projects with 'contractórlsl licensed Conractor' LiEense Uw does'not apply t6 an own -i pursuant to the Contractor's License Law)./ 0 I am exempt under Sectin '--- Business and Pr,Litssions Code for this - - - - - -• - - -- . -- -S - - - - -- reason: . • S - - - 1 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 an application for a building permit for the proposed work - 3., l have contracted with the following person (firm) to provide the proposed-cohstruction (include rame / address /-phoiie number I cdntrictors license number): 4. I plan to provide portions of-the-work, lut I hive" hired the fàllowiiig person,tocoàrdinate, sUpevi'se -and provide the major w 6rk -lii'iàlude narrne / address / phone - umber/ contractors license number):___---'___-____________-___ -. .5. - - I will provide some of the rA,,ork,'but Vifiave contract d IN the ollowing pers $ to provide the work indicated -(include name / address / phone number /.type -. PROPERTY.OWNER ' DATE- Is the applicant or future building occupant required to submit a business plan acutely hazardous materials regrstrsuon form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley -Tanner Hazardous Substance Account Act? 0 YES 0 NO 115 the applicant or future building occupant required to obtain apermit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within .1 ,006 feet of the outer boundary of a school site? 0 YES 0 NO - -- IF ANY OF THE ANSWERS ARE' YE.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. i CçjRUCTION LENDING AGE - -. - • I hereby affirm that there is a construction lending aq~ricy for the performance of the work for which this ps-root i d Se. 307 - Co Codel' - LENDER'S NAME - -- - - - - , - -- - LENDER'S ADDRESS __- - - LPPkIcAN ER TIEIAflON! - - - - - - - - - - l certify that Ihave read the application and state tht'the-above nfrmãt;oir IS correct and that theinformation on the lans is accurate. I agree to comply withall ' - City ordinances and State.laws- relating, to building construction. Ihereby authorize representatives of the Cit, of Carlsbad to enter upon the above mentiOned - -,property for -inspection purposes. I ALSO AGREE TO SAVE, -INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST, ALL LIABILITIES. - - - - 'JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT, ,- - OSHA An OSHA permit is required for excaIations over 5 0 deep and demolition or construction of structures over 3 stories in height - ' EXPIRATION: Every permit issued bj'the building-Off'cial-under the provisions of this Code shall expire by limitation and become, null and-void if the building or work '- authorized by such permit is not cc6mro men ed ithin da om e date of ch permit or if the building or work authorized by such permit is suspended or abandoned - - at any time after the work a 6 d of. d 4 Uniform Building Code) DATE - - . - WHITE File - YELLOW Applicant PINK Finance - - - - APR-24-2006 lION 0159PN City of Carlsbad A. P. FAX NO, 760 602 8560 P. 01 Cltij at Carlsbad LkfL' Final BifihiOng Inspection vfl 1.Dept: Building Engineering Planning CMWD St Life Fire Plan Chock #: Date: 04/24/2006 Permit #: 08043964 Permit Type: RESDNTL -c Project Name; OGARA RES-2550 SF RES, 620 SF Sub Type: SFD GARAGE, 218 SF PROCH Address: 1163 OAK AV Lot: 0 Contact Person: Phone: Sewer 01st: CA Water 01st: CA - I,, ..................l.Ig ............. a ............up..,.,, ............p.a.,.,.,.i ............appptppu ........... ..p...,., ...........a Inspect Date By: Inspected: t{ 'V4 Approved Disapproved: - Inspecte Date By: Inspected: - Approved: - Disapproved: Inspected Date By: - Inspected: - ......... p..,.. ...............,•pip ...........,.,..,.., ........,a..,..I. ........,p.,.l...., Approved: ...........$011111 ..............111111 Disapproved: ......... Comments: APR-4-2006 MON 03:12 PM ENGINSPECTION FAX:7604384178 P.002 flUN U1 b9 I'll UL t v of Carlsbad A, F. FAX NO. 160 61)2 8b60 P. 02 InSpection List . Pemiit#: C9043S4 Type: RESONTI. SFD OGARA RES-2550 SF RES 620 SF GARAGE, 218 SF PROCH Da.- !nspecteP Item Inpectot Act 89 CComments '04/1012008 Final Combo PC PA ' - Si EXCEPT DRAINAGE 8 ENGR APPR(( 04/07/2008 89 Final Combo JM NS ROLL 10 MONDAY 04/06/200689 Final Combo RB CO see notice at*ache4 02/03/2006 17 Interior LettVOrywsfl RB WC - 0031200823 Oss/Test/Ropatrs RB AP 02/02/2006 17 InterIor Lath/Drywall RB A? .02/02/2006 23 Gas/TestiRepaErs RB CO NEED MIN I5LBS 01/27/2008 16 InsulatIon PY AP .01125/2006 84 Rough Combo RB A? 01124/200684 Rough Combo . RB CA . BY MIKE 01/23/2008 14 Freme/SteeVBoItfng/Wedin RB Co SEE NOTICE ATTACHED 01/2312006 24 Roughtropout RB A?. 01/2312006 34 Rough Electric RB 00 011231200644 Rough/Duets/Dampers . RB CO 01/16/2006 84 Rough Combo RB CO STOP. SEE NOTICE 01117/2006 84 Rough Combo RB CA BY MIKE 01/12/2006 84 Rough Combo PD CO NOTICE 01/09/2006 84 Rough Combo PD CO 10111/2005 13 Shear Panels/HOe . PC WILL. PROVICE REVISED PLAN OF • WINDOW PLACEMENT 10/11/2005 18 ExterIor L.ath/DtwaII PC WC 01/27/2005 32 Coast. SeMce/Agrlcultural RB AP T.SP.8. 07(27/2005 34 Rough Electric RB WC 0712612005 34 Rough Electric RB CO SEE NOTICE ATTACHED 07/20/2005 14 Frame SteeVBoLting/Weldln RE CA PLR MAILING WILL DO @ FRAME INSP. 06/2712005 22 SewesfWater Service PD A? SEWER 06/13/2005 11 Ftg/Foundetlon/Plers RB pp PLUS PIER FTGS 06(13/2005 81 unOerground Combo RB AP SET BACK VERIFIED BY LIC. SURVEYOR 06110/2005 11 Ft9/FoundaoWPIers' RB NR . 06/08/2005 21 Underground/Under Floor RB I -AP 06/08/2005 22 Sewer/Water SaMoa RB WC 06/31/2006 21 Underground/Under Floor RB . PA MISSING 31N CLEANOUT • SEE NOTICE LEFT cITY HANDOUT. INFORMATION -5- - 1 - S . Mor,ay. Ppill 24 2006 Page I oil City of Carlsbad Bldg Inspection Request For: 04/25/2006 Permit# CB043964 Inspector Assignment: RB Title: OGARA RES-2550 SF RES, 620 SF Description: GARAGE, 218 SF PROCH Type: RESDNTL Sub Type: SF0 Phonef 7605191004 Job Address: 1163 OAK AV Suite: Lot 0 Location: Inspector: OWNER OGARA MICHAEL D&VICKI B Owner: OGARA INVESTMENTS INC Remarks: Total Time: Requested By: MIKE Entered By: JANEAN CD Description Ac Comment 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs/CVs Original PC# cv050417 UNFOUND H- DRAINAGE ISSUE W/LOT SPLIT; Inspection History Date Description Act Insp Comments 04/10/2006 89 Final Combo. PA PC OK EXCEPT DRAINAGE & ENGR APPR 04/07/2006 89 Final Combo NS JIM ROLL TO MONDAY 04/06/2006 89 Final Combo CO RB see notice attached 02/03/2006 17 Interior Lath/Drywall WC RB 02/03/2006 23 Gas/Test/Repairs • AP RB 02/02/2006 17 Interior Lath/Drywall AP RB 02/02/2006 23 Gas/Test/Repairs CO RB NEED MIN 15LBS 01/27/2006 16 Insulation AP PY 01/25/2006 84 Rough Combo AP RB • 01/24/2006 84 Rough Combo • CA RB BY MIKE • • • 01/23/2006 14 Frame/Steel/Bolting/Welding CO RB SEE NOTICE ATTACHED 01/23/2006 24 Rough/Topout AP RB 01/23/2006 34 Rough Electric CO RB David Jolly, Land Surveying 764 Laguna Drive Carlsbad, CA 92008 Phone: 760-729-7969 Fax: 760-729-6351 E-mail: djollyls@adelphia.net Mike O'Gara O'Gara Construction S PO Box 1633 Carlsbad, CA 92008 June 01, 2005 RE: Building Form Certi I hereby certify that on May 31, 2005 I performed a survey to determine the location of the existing building forms installed for the above referenced project. The results of my measurements are shown on the building forms certification plat attached. If you have any questions please call me at 760-729-7969. oll Exp.. Date: - N31 IYO. 7672 MEMBER: California Land Surveyor's Association J'CL I PM 18616 83358'40E8830 ii PCL2 PM 18616 L. 9.8' : '- BtJILNOSEt8cKUNE LOCATION OF EXISTING FORMS MEASURED MAY 31, 2005 r7 : -73 :: -9.8'--- ulpK L 7 101 I ------------ b .b #?AN1) oz J EXR(Z : * k NO. 7672 J*A O'GARA CONSTRUCTION 1163 OAKAVENUE ___ CARLSBAD, CA p672 BUILDING FORMS 06 CERTIFICATION JUNE 01, 2005 . EsGil Corporation. - - In Tartnership with government for(Building Safety DATE: December 13, 2004 . . U APPLICANT U JURIS. JURISDICTION: Carlsbad . . U PLAN REVIEWER . . . . U FILE PLAN CHECK NO.: 04-3964 . . . SET: II .. PROJECT ADDRESS: 1163 Oak Avenue PROJECT NAME: SFD for O'Gara Investments 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 checklist transmitted herewith is for. your information. The plans are being held at Esgil Corporation until corrected plans are submittQd for recheck. LII . The applicant's copy of the'check list is enclosed for the-jurisdiction toforward.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 Fax . In Person . .. . REMARKS: Only one set of plans was submitted to Esgil for recheck. By: Abe Doliente . . Enclosures: Esgil Corporation . • LI GA LI MB [1 EJ- LI PC 12/6/04 trnsmtl.dot ___p•__ - - -.... ,• . - F 9320 Chesapeake Drive, Suite 208 • San Diego California 92123 • (858) 560-1468 • Fax (858) 560-1576 - \ EsGil Corporation In PartnersIiip.witfi government for Building Safety DATE: November 3, 2004 D APPLICANT . JURISDICTION: Carlsbad • D PLAN REVIEWER 0 FILE PLAN CHECK NO.: 04-3964 SET: I PROJECT ADDRESS: 1163 Oak Avenue PROJECT NAME: SFD for O'Gara Investments The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially cothply 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: O'Gara Construction P.O. Box 1633, Carlsbad, CA 92018 Esgil Corpbration staff did not advise the applicant that the plan check has been completed. Z Esgil Corporation staff did advise he applicant that the plan check has been completed. Persoacnttac;~t O'?ara Telephone #: 760/434-7563 Date d '(by: j) Fax #: * Mail —'Telephone.-'Fax In Person REMARKS By: Abe Doiente Enclosures: Esgil Corporation LI GA LI MB LI EJ Eli PC 10/21/04 • trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 5601468 • Fax (858) 560-1576 Carlsbad 04-3964 November 3, 2004 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 04-3964 JURISDICTION: Carlsbad PROJECT ADDRESS: 1163 Oak Avenue FLOOR AREA: SFD —2550 SF Garage —620 SF; Porch —218 SF REMARKS:- DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: November 3, 2004 FOREWORD (PLEASE READ): STORIES: 2 HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/21/04 PLAN REVIEWER: Abe Doliente This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance 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.. Present California law mandates that residential construction comply with the 2001 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. 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. 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 04-3964 November 3, 2004 Please make all corrections on the original tracings, as requested in the correction list. Submit two sets of plans for residential 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) 5601468. 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 Plans, specifications and calculations shall be signed and sealed by the• California state licensed engineer or architect responsible for their preparation, * for plans deviating from conventional wood frame construction; Specify - expiration date of license. (California Business and Professions Code). Show on the title sheet all structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Section 106.3.3. Are the retaining walls included in this permit application? If so, provide structural calculations and construction details for these walls. .. GENERAL RESIDENTIAL REQUIREMENTS Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. French doors must comply; . ROOFING Provide skylight details to show compliance with Sections 2409 and 2603, or specify on the plans the following information for the skylight(s), per Section 106.3.3: a) Manufacturer's name. b) Model name/number. c) ICBO approval number, or equal. Carlsbad 04-3964 November 3, 2004 . FOUNDATION REQUIREMENTS Note on plans that surface water will drain away from building and show drainage. pattern. Section 1804.7. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. - 7.- Please provide evidence that the engineer-of-record (or architect) has reviewed • the truss calculation package prepared by others (i.e., a "review" stamp on the truss calculations or a letter). Section 106.3.4.1. Show 16 ft total of shear wall type 8 along line 5F as called out on sheet 25 of 'the structural calculations. Refer to sheet S2 of the plans. . ENERGY CONSERVATION The building designer or ownermust sign the imprinted CF-1R form on sheet T- 24 of the plans. - RRI(I I AkIrI I IVII LLPI.JU To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans. .. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes El No U 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; Carlsbad 04-3964 November 3, 2004 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 04-3964 PREPARED BY: Abe Doliente DATE: November 3, 2004 BUILDING ADDRESS: 1163 Oak Avenue BUILDING OCCUPANCY: R-3/U-1 TYPE OF CONSTRUCTION: V-N BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) SFD 2550 per city 251,224 Garage 620 Porch 218 Air Conditioning Fire Sprinklers TOTAL VALUE 251,224 Jurisdiction Code 1cb I By Ordinance I Bldg. Permit Fee by Ordinance $1,014.721j Plan Check Fee by Ordinance I $659,571 Type of Review: Complete Review J Structural Only El Other II Repetitive Fee -• r j Repeats Hourly Hour * Esgil Plan Review Fee I $568.241 Comments: Sheet 1 of 1 macvaluedoc City of Carlsbad I JT11 I f 'A'ITI 4— - iL 11.1:1:1 dl iI!j BUILDING PLANCHECK CHECKLIST DATE: ( S 1PLANCHECK NO.: CB 3 (c( BUILDING ADDRESS: //C O—-- PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: 2,O(- 0 lo - EST. VALUE: ENGINEERING APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; -therefore any changes to these items after DEPARTMENT DENIAL /• V'-' Plep~e see e a ached report of deficiencies 1- mrked vi D. e necessary corrections to plans or\eci . s for compliance with applicable codes and standards. Submit corrected plans and/or ATTACHMENTS L Dedication Application LI Dedication Checklist Li Improvement Application ,11 Improvement Checklist LI Neighborhood Improvement Agreement E Grading Permit Application Li Grading Submittal Checklist E Right-of-Way Permit Application fl Right-of-Way Permit Submittal Checklist and Information Sheet - ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2741 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: CA 9200-7314 0 (760) 602-2720 • FAX (760) 602R BUILDING PLANCHECK CHECKLIST SITE PLAN 0.~ fl 3RD J Si. S Provide a fully dimensione site plan drawn to scale. Show: 7 North Arrow ,,ght-of-Way Width & Adjacent Streets Bxisting & Proposed Structures Diveway widths C. Existing Street Improvements Existing or proposed sewer lateral Property Lines show all dimenn-f Existing or proposed water service asements— _-J,---Existing or proposed irrigation service S 2. Show on site plan: S S /7 (9 Drainage Patterns / S $uilding pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. S ,)ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." . _._&- Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per S standards. 3. Include on title sheet: S A. Site address B. Assessor's Parcel Number C. Legal Description S 5 For commercial/industrial buildings and tenant improvement projects, include: S • total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION - S Show all existing use of SF and new proposed use of SF. Example: S • S Tenant Improvement for 3500 SF of warehouse to 3500 SF of office. F:\Farmer\kolhy\MASTERS'Building Plancheck Mist Form (Ge,eric)doc • - • 2 Rev. 7/14100 .1ST 2ND 3RD BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS LI LI fl 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $_15,000 , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS LI LI 6a. All needed public improvements upon and adjacent to the building site must be / ... constructed at time of building construction whenever the value of the / construction exceeds $_75,000 , pursuant-to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the F:FarmeAKaIhyMASTERS\BuiIding Plancheck CkIsI Form (Generic).doc 3 Rev. 7/14100 1ST 2ND 3RD U BUILDING PLANCHECK CHECKLIST checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $_360.00 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: fl 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: Fj F-1 E 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section .11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantitie in cubic yards (cut, fill import. export and remedI)This information must be included on the plans. liii F F 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: LII 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) F:\FormeriXathy\MASTERS\Boilding Flancheck Cklsl Form (Generlc).doc 4 Rec. 7/14/00 1ST - 2ND 3RD El El D E E BUILDING PLANCHECK CHECKLIST 7d. No Grading Permit required. 7e: If grading is not required, write "No.Grading" on plot plan. MISCELLANEOUS PERMITS A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. - Industrial Waste permit accepted by: Date: NPDES PERMIT - Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. 11 .ired fees are attached - No fees required WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow. conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. All single family dwelling units received "standard" 1" service with 5/8" service. F:'Fame\Kathy\MASTERS\BuiIding Plancheck Cklst Form (Gener/c).doc - 5 - - Rev. 7/14/00 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3R0 If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). Atypical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. Maximum service and meter size is a 2" service with a 2" meter. If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). . 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please' follow these guidelines: 1.. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA 1+00. Install 2" service and 1.5: meter (estimated 100 gpm) 2. If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep,a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (P00) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Includea 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be - irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water F:\Farme,\KathyMASTERS\BuiIding Planclieck Cklct Form (Genenc).doc 6 Rev. 7/14/00 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3R0 service boundary, the City intends on switching these irrigation services/meters to a new recycled water linein the future. Li Li Li 12c. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recyôled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. 60",1,3,----.AdditionaI However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. Comments: ) £4-tr J1;j L&-.-5 Tti-p) d! O1LZAJ S F5 -i-n) o€A FP ..jJ iri-t ç,ô o- Ldt &ak 61 r ILI tv 0 s )L e7 4tlZi Wo oJ %veac t teiA 2-ZL 7i-v-' V 3 CY'S 0-11- cctL ?' t 6Ti4L. F:Farmer\KathyWASTERS\8uUding PIanchek Ckisl Form (Generc).doc 7 Rev 7/14100 o PARK-IN-LIEU FEE PARK AREA & #: FEE/UNIT: X NO. UNITS:_______ D TRAFFIC IMPACT FEE ...._ . ADT's/UNITS: / _ X FEE/ADT: 0 BRIDGE AND THOROUGHFARE FEE (01ST. #1 01ST. #2 ADT's/UNITS: X FEE/ADT:_________ O FACILITIES MANAGEMENT FEE ZONE:_________ UNIT/SQ.FT. : X FEE/SQ.FT./UNIT:_____ 0 SEWER FEE 1 EDU's: X FEE/EDU:__ BENEFIT AREA: EDU's: X FEE/EDU:_______ 0 SEWER LATERAL ($2,500) o DRAINAGE FEES PLDA : HIGH /LOW_ ACRES: X FEE/AC:________ D POTABLE WATER FEES - =$ =$ ENGINEERING DEPARTMENT . I FEE CALCULATION WORKSHEET .0 Estimate based on unconfirmed information from applicant. 0 Calculation based on building plancheck plan submittal. Address: ' 1 3 O&&_Atf.- Bldg. Permit No. oI 39 c( Prepared by: Date: 7/oq- Checked by: Date: EDUCALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units: / EDU's: /- Types of Use: • Sq. Ft./Units: EDUs: .- ADT CALCULATIONS: List types and square footages for all uses. Types of Use: () Sq. Ft./Units: / ADT's: / Types of Use: Sq. Ft./Units: AOl's: FEESREQUIRED: WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) 0 NO ---- - CONNECTION ITS S CODE ONNECTION FEE METER FEE SDCWA FEE IRRIGATION 1 of WordDocs\MisformslFee Calculation Worksheet Rev. 7/14/00 .. . 6650 DOC It 2001-0060094 FEB 01, 2001 1:53 PM RECORDING REQUESTED BY OFFICIAL REEURDS SAN DIEGO COLDITV RECORDER'S OFFICE WHEN RECORDED MAIL TO CKM J. SMITH, COUi{IY RECORDER City Clerk FES: 28.00 CITY OF CARLSBAD 1200 Carlsbad Village Dr. Carlsbad, CA 92008 2001-0060094 Space above this line for Recorder's use. CITY OF CARLSBAD CONTRACT FOR FUTURE PUBLIC IMPROVEMENTS Permit No. MS 99-03 Parcel No. 205-020-01-00 FIA No. THIS AGREEMENT is made by the City of Carlsbad, a municipal corporation, hereinafter referred to as "City", and Mary C. Dolkas and Douglas E. Layland, wife and husband, as community property, hereinafter referred to as "Property Owner." RECITALS WHEREAS, Property Owner has applied to City for a Permit Number MS 99-03 for the real property hereinafter described, now under Property Owner's ownership; and WHEREAS, it has been found that said property is not suitable for development in its present condition, however said property would be suitable for development if certain public improvements hereinafter described are constructed and certain irrevocable offers of dedication are made to City; and WHEREAS, the Municipal Code of City requires certain improvements and dedications as a condition of approval of this MS 99-03; and WHEREAS, Property Owner has requested that approval of said MS 99-03 be granted by City in advance of the time said improvements are to be made; and MASTERSFORMS\CONTRACT FUT-PUB-IMPVMNTS 1 REV. 5/25/99 WHEREAS, Property Owner, in consideration of the approval of said MS 99-03 desires to enter into this agreement securing the construction of said improvements, and City has determined it to be in the public interest to agree to temporarily postpone said construction; NOW, THEREFORE, IT IS AGREED between the parties hereto as follows: Section 1. That City agrees 7to record any irrevocable offers of dedication made by Property Owner for MS 99-03. Section 2. That Property Owner, in lieu of making the hereinafter described improvements before approval of said building permit is granted, agrees to install and construct, or cause to be installed or constructed, said improvements in accordance with plans and specifications approved by the City Engineer within sixty (60) days after written demand to do so by City. Property Ownershall not be required to make said improvements before January 1, 2004, or within such further period of time as is granted by City, provided, however, that upon the happening of either of the following occurrences said improvements may, at the sole election of City, be required to be made sooner than said date or such extended period of time which may have been granted by City: When the City Council finds that the owners of 40% or more of the frontage, including the frontage of Property Owner, between intersecting streets on both sides of the street upon which the property herein described has frontage, have agreed with City to install -street improvements to City specifications. When owners of more than 50% of the frontage, between intersecting streets on both sides of the street upon which the property herein described has frontage, have peti- tioned the City to form an improvement district for the improvement of said streets. Said improvements shall be made without cost or expense to City. City estimates that the cost of engineering and construction of said improvement at the time of signing this contract is Twelve Thousand Nine Hundred Thirty and 00/100 DOLLARS ($12,930.00). Property owner MASTERS\FORMS\CONTRACT FUT-PUB-MPVMNTS 2 REV. 5/25/99 4 6661 hereby acknowledges that said cost is a reasonable estimate of engineering and construction costs at this time and that the actual cost of same at some time in the future may exceed this estimate. Section 3. That for the faithful performance of the promises and covenants herein contained, Property Owner hereby grants to City a lien upon the hereinafter described property in the amount of $12,930 plus any future increases of cost in excess of this sum resulting from increased engineering and construction costs, and in the event Property Owner, Property Owner's successors, heirs, assigns, or transferees fail to install and construct said improvements in the manner, and within the time specified herein, Property Owner agrees that City may do any or all of the following: Have the necessary engineering for said improvements done, and install and construct said improvements by contract or otherwise. City or its contractor and contractor's employees may enter upon any portion or portions of the property reasonably necessary for said engineering and construction, and the entire cost and expense shall be charged against said property and payable by said Property Owner, Property Owners successors, heirs, assigns or transferees immediately upon completion of said improvements. In the event same is not paid within thirty (30) days from completion, City may foreclose said lien as provided by law for the foreclosure of mortgages. Direct the City Engineer to estimate the cost of necessary engineering, and the work required to install and construct said improvements, and foreclose said lien in said amount. Pursue any remedy, legal or equitable (including those specifically referred to herein), for the foreclosure of a lien, and the Property Owner, Property Owner's successors, heirs, assigns and transferees, shall be liable for reasonable attorney's fees as a cost in said proceedings. MASTERS\FORMS\CONTRACT FUT-PUB-IMPVMNTS 3 REV. 5/25199 6662 Section 4. That it is agreed that anything herein contained to the contrary notwithstanding, the promises and covenants made herein shall not be binding upon the holders, mortgagees, or beneficiaries of any purchase money mortgage or purchase money deed of trust for value which has been or may in The future be executed by the Property Owner, Property. Owner's successors, heirs, assigns or transferees, and the lien hereby created shall be and is hereby subordinated to and declared to be inferior and subsequent in lien to the lien of any such purchase money mortgage or purchase money deed of trust. The lien hereby created shall likewise be of no force or effect against any owner whose title to the property hereinafter described is acquired by or as a result of a foreclosure or trustees' sale of any such purchase money mortgage or purchase money deed of trust. Section 5. That at any time during the period herein provided, the Property Owner, Property Owner's successors, heirs, assigns or transferees may deposit a cash bond or post a surety performance bond satisfactory to the City to charge said surety with the cost of said improvements; the amount of bond to be the estimated cost of engineering and improvements at the time of such deposit or posting as ascertained by the City Engineer, and that upon deposit of said cash or posting of said bond the City agrees to release the property, or any portion of it as to which said deposit or posting applies, from the provisions of this agreement, and to execute any necessary release to enable the record title of the property to be released from the lien herein imposed. Section 6. Said City shall not, nor shall any officer or employee thereof, be liable or responsible for any accident, loss or damage happening or occurring to the work or improvements specified in this agreement prior to the completion and acceptance of the same, nor shall said City, nor any officer or employee thereof, be liable for any persons or property 'injured by reason of said work or improvements, but all of said liabilities shall be assumed by sai Property Owner and Property Owner's successors, heirs, assigns or transferees, and they MASTERS\FORMS\CONTRACT FUT-PUB-tMPVMNTS 4 REV. 5125199 6663 shall save the City harmless from, and indemnify the City against, any and all claims, suits and liabilities of or to any person or property injured or claiming to be injured as a result of said work or improvements. Said Property Owner, and Property Owner's successors, heirs, assigns or transferees, further agrees to protect said City and the officers and employees thereof from all liability or claim because of, or arising out of, the use of any patent or patented article in the construction of said improvement. Section 7. It is further agreed that said Property Owner will at all times up to the completion and acceptance of said work and improvements by the City; give good and adequate warning to the traveling public of any dangerous or defective conditions of public property. The Property Owner hereby agrees to pay for such inspection of improvements as may be required by the City Engineer of City. Section 8. This agreement and the covenants contained herein shall be binding upon and inure to the benefit of the successors, heirs, assigns and transferees of Property Owner, shall run with said real property, and create an equitable servitude upon said real property. Section 9. A description of the property referred to herein and upon which said lien is imposed is described as follows: Section 10. The required improvements to be constructed and the estimated costs thereof are as follows: I/I - III I S III I/I I/I MASTERS\FORMS\CONTRACT FUT-PUB-IMPVMNTS 5 REV. 5/25/99 / 6664 I . IMPROVEMENTS QUANTITY UNIT COST ESTIMATED COSTS Engineering Lump Sum 3,500 $3,500.00 Curb & Gutter 91 LF 13.95 LF $1,270.00 * Sidewalk . 300 SF 3.65 SF $1,09500 Clear and Grub 1 LS 800 LS $800.00 Driveway , 350 ST 4.00 SF $1,400.00 AC Paving 430 ST 1.25 SF $540.00 Cl 11 Base 620 ST 1.25 SF $775.00 Sawcut 91 LF 3.00 LF $273.00 Street Light 1/2 EA 4,200 $2,100.00 Subtotal $11,753 10% Contingency $1,177 TOTAL $12,930 Executed by Property Owner this day of[€"_ , 207 PROPERTY OWNER CITY OF CARLSBAD a municipal Mary C. Dolkas and Douglas E. Layland, corporation of the State of California wife and husband, as community property By: '7a4j (e4 RAYMOND R. PATCHET (sign hYe) City Manager Mary C. Dolkas (print name here) By: 4 LLOYD B. IMBS, P.E. Public Works Director Douglas E. Layland (print name here) (title and organization of signatory) (Proper notarial acknowledgment of execution by PROPERTY OWNER must beattached) (Chairman, president or vice-president and secretary, assistant secretary, CFO or assistant treasurer must sign for corporations. Otherwise, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering the officer(s) signing to bind the corporation.) APPA Attorn STO FORM: RON ALL City By. IJepLjy City Attorney MASTERS\FORMS\CQNTRACT FUT-PUB-IMPVMTS 6 REV. 5125199 6665 State of California ) County of San Diego On /2J/c2/OD before me, .DOU&i1 AJ tr1 A__Alj.~~_ (Date) (Name, Title of Officer) personally appeared Luca, e ikLh_1 Qr-,c/ ' personally known to me -OR - (proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) iiubscribed to the within instrument and acknowledged to me that he/sh4 executed the same in his/he1Ijauthorized capacity(ies), and that by his/h heir signature(s) on the instrument the person(s), or entity upon behalf of which the person(s) acted, executed the instrument. I6b. K.DOLKAS I ¶'d Commission #1264054< WITNESS my hand and official seal Notary Public - California San Diego County My Commission Exp. MAY 15. 2004J ,-* 3--S (This area for Signature of Notary official notary seal) Title or Type of Document Date of Document j f10 kL) No. of Pages Signer(s) other than named above 2>4Z PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB (Y'I39(p4 Address //(D3 1iiJ Av Vt Planner Chris Sexton Phone (760) 602-4624 APN: cOY Type of Project & Use:__________________ Net Project Density:G9 DU/AC Zoning':Ri General Plan: Pin Facilities Management Zone: 1 CFD (in/out) #_Date of participation: Remaining net devàcres:______ . (For non-residential development: Type of land used. created by this Circle One permit:____________________________________________________ 6 Legend: Item Complete 0 Item Incomplete - Needs your action 6/0 0 Environmental Review Required: YES ____ NO V'TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: 0 Discretionary Action Required: YES ____ NO __ TYPE APPROVAL/RESO. NO. DATE PROJECT NO: OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: 0 Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES____ NO V CA Coastal Commission Authority? YES____ NO___ lfCalifornia Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES____ NO____ If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: Stamp Building Plans-as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). Complete Coastal Permit Determination Log as needed. Inclusionary Housing Fee required: YES V NO -- (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES _Z NO (AJP/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing YIN, Enter Fee, UPDATE!) Site Plan: 0 H:\ADMIN\COUNTER\BldgpinchkRevChkist - 0 Rev 9I1 D 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, poperty.lines. easements, existing and proposed structures, streets, existing street improvements, right-of-wa' width, dimensional setbacks and existing topographical lines (including all side and rear 'arc slopes) 0 2. Provide legal description of property and assessors parcel number. Policy 44 - Neighborhood Architectural Design Guidelines E315 1. Applicability: YES_ t- NO_______ 2. Project complies YES NO________ C4. Zoning: Setbacks: Front: Required Q()4 Shown Interior Side: Required W Shown g Street Side: Required Shown Rear Required I9 Shown Q (' Top of slope: Required Shown Accessory structure setbacks: Front: Required .. Shown Interior Side: Required .-' Shown Street Side: Required ..- Shown Rear: Required '-' Shown V Structure separation: Required " Shown .." V13 El 3. Lot Coverage:. Required44/070 Shown 41070 2f-a7° 0 4. Height: Required < 3O Shown 3O L?1"E 0 5. Parking: Spaces Required ______________ Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required ________________ Shown 0 0 0 Additional Comments . eth OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER., DATE DATE_1 H:'ADMiNCOUNTER\8IdgPInchkRevChkISt Rev 9101 SUMMIT DESIGN ENGINEERING STRUCTURAL AND CIVIL 7224 Margerum Ave. 5959 Mission Gorge Rd. Ste 203 San Diego, CA 92120 San Diego, CA 92120 Phone (619) 582-2721 Phone (619) 284-1848 Fax 284-0837 Structural Calculation For Proposed S.F.R. Addition Designer: Samuel B. Wright 2911 State. St. Carlsbad, CA 92008 To be located at: 1163 Oak Avenue Carlsbad, CA 92008 Owner: O'Gara Date: 9/24/04 qW 0,44 TE IV O3VC SUMMIT DESIGN ENGINEERING STRUCTURAL AND CIVIL 7224 Margen.im Ave. 5959 Mission Gorge Rd. Ste. 203 San Diego, CA 92120 San Diego, CA 92120 Phone (619) 582-2721 Phone (619) 284-1848 Fax 284-0837 GENERAL STRUCTURAL SPECIFICATIONS Code Reference: California Building Code, (C.B.C.) 2001 Edition Soils: Gross Allowable Bearing Pressure, 1000 PSF u.o.n. Concrete: All Concrete shall be a mm. of 2500 PSI @ 28 days, u.o.n. Reinforcing Steel: A.S.T.M. —615, Grade 40 for #5 deformed bars and Grade 60 for #6 and larger Masonry: A.S.T.M. .—C90, Type I, u.o.n. Mortar: Concrete mortar, 2000 PSI @ 28 days, Type S, u.o.n. Grout: All grout shall be a mm. of 2000 PSI @ 28 days, u.o.n. Structural Steel: Steel beams, A.S.T.M. A36, Fy = 36,000 PSI. Pipe columns, A.S.T.M. 501, Fy = 36,000 PSI. Tubing columns, A.S.T.M 500, Grade B., Fy = 46,000 PSI. Machine bolts, A.S.T.M. A 307, mm. Anchor bolts, A.S.T.M. A36 steel, mm. E70XX, Low hydrogen electrodes Timber: Douglas Fir, Larch 19% moisture content, u.o.n. Studs: (10'- 0" & shorter) Stud Stud: (Over 10'- 0') Douglass Fir #2, u.o.n. Joist: As specified. Posts: Douglas Fir #1 - 4x beam: Douglas Fir #2, u.o.n. 6x & up beam: Douglas Fir #1, u.o.n. Plywood horizontal: Index (32/16) exterior glue, u.o.n. 4 - Plywood vertical: As specified. SHEAR V'IALL SCHEDULE SYM PLF ASSEMBLY(3) NAIL! (1) 150 7/5" 511J000 ON EXPANDED METAL CR V'IOVEN HIRE V . LATH. UNBLOCKED, Y4/11 GAUGE, 1-1/2"LCN6, 7/1"HEAD, NAILS OR #16 GAUGE STAPLES 7/S"LE65, @ " 0.0. V 100(5)1/2 GYPD. UNSLCGKED. 3d COOLER @ T' O.C. 125(5)1/2 GYP.SD. UNBLOCKED 3d COOLER @4" O.C. .150(5)1/2" GYP.SD. BLOCKED 3d COOLER @ 4" 0.0. 115(5) 5/5" GYF.SD. UNBLOCKED Sd COOLER © T' O.C. 145(5)5/S' GYP.SD. UNBLOCKED Sd COOLER © 4" O.C. ro 1-75(5) 5/5" GYP.SD. BLOCKED rod COOLER © 4" O.C. T 50(5./S" G.S. SLK'P Sd © ' 5/5" FACE PLY ad @7" S 250 .3/5" APA SHTG ad COMMON © 5" CC.' 350 3/5" APA SHTG ad COMMON © 4" OC.(4) 10 4O 3/5" APA SHTG ad COMMON @ 3" 71 310 15/32" APA SI-rnG lbd COMMON © 5' O.C. 450 15/32" APA SHTG lod COMMON © 4" OC.(2,4) 500 15/32" APA SHT'G lod COMMON © 3" 0.C.(2,4) 14 250 3/5" APA STRUCT I ad COMMON © 5" O.C. 15 430' 3/5" APA STRUC.T.I' ad COMMON o 4" W 530 3/5" APA STRUCT I ad COMMON. © 3" 0.0(2,4) 340 15/32" APA STRUCT I lCd COMMON @ 5" CC. 510 15/32" #PA STRUCT I 'lod COMMON © 4" 0.0(2,4) &5 15/32" AFA STRUCT I lod COMMON © 3" o.C.(2,4,5) 570 15/32" APA STRUCT I lcd COMMON © 2" O.C.(24,SX NAILING FOR APA SHEATHING SHEAR V'IALL APPLIES TO A L L ' EDGE NAILING. FIELD NAIL Y'41Th SAME 51ZE @ 12" O.C. FRAMING RECEIVING EDGE NAILING FROM AEUT11N6 PANE L S SHALL SE 3X MEMBERS. FOUNDATION SILL SHALL BE 5 O 2X MEMBERS PER ANCHOR BOLT SPACING. PLYOD .JOINT 4 SILL PLATE NAILING SHALL BE STAGGERED. ALL STUDS SHALL BE 2x4 MIN © 15" O.C. OR PANEL FACE GRAIN SHALL BE HORIZONTAL ACROSS FRAMING IF © 24" O.C. (UNO).' PANEL EDGES SEThIEEN STUDS SHALL BE SOLID BLOCKED ( U N O ) 4HERE PLY'NOOP SHEAR PANEL IS APPLIED TO SOTI-I SIDES O F A HALL 4 NAILS ARE LESS THAN 5"O.C.PANEL .JOINTS SHAL L . BE OFFSET ON DIFFERENT FRAMING MEMBERS OR. STUDS A N D SILL PLATES SHALL BE 3x AND NAILS SHALL. BE STAGGERE D . SHEAR VALUES SHALL BE REDUCED 30016 FOR GYPSUM BOARD YIALLS RESISTING SEISMIC FORCES. S. SILL PLATES SHALL SE ON 3)-1EI45ER. '3 [1 SHEAR TRANSFER SC.HEDULE S C S 12 12 24 24 S INCHES O.C. 1 15 12' 12 45 45 15. 2 12 12 12 32 45 12 S S 12 12 32 52 5 4 12 12 12 32 45 12 5 12 12 32 32 S S 5 12 12 24 32 S 1 5' 50 12 1 r 24 5 S S 46 50 15 15 S 4 SS 45 12 iS 4 1 2@6 15 32 5 12 NA .1 4 45 60 15 1 r 4 1 2©6 15 32 5,12 NA 1 2@4 12 24 5 S , NA 1 5 40 SO 15 15 5 4 15 SS 12 12 4 2©6 12 24 5 5 NA 4 32 45 12 iS 4 2©S 12 32 S S NA 2@4 NA ' 25 S S NA NA NA 16 S 'S NA ' SILL PLATE TO v'OOP FLOOR BLOCKING TO TOP PLATE lsd COMMON NAILS ', A35 CONNECTOR SILL PLATE TO CONCRETE(2) LTP4 CONNECTOR (4) ® lSd COMMON NAILS 5/5" IA ANCHOR BOLTS ON 2x SILL PLATE 5/8DIA.ANCI-4OR BOLTS ON 3x SILL PLATE V41-IEREVER EXISTING ANCHOR BOLTS ARE NOT ADEQJATE PER THIS SCHEDULE, USE 5/0 TREADED ROP(RF05Xi0) ?'IITH t-11N 5' EMBEDMENT PER ER 52-lq SP. INSP. F.O. IN SEISMIC ZONE 4, (C.ALIF.)USE ONLY S/S ANCHOR BOLTS Y'ITH 141N 1" EMBEDMENT INTO CONC OR MASONRY 1,NITH A 2'x2'x3/15' THICK %AGHER. IF SHEAR V'ALL OCCURS ON BOTH SIDES OF FOOTING THEN ANCHOR BOLT SPACING TO BE REDUCED BY 1/2 USE LTFS Y'HEN INSTALLED OVER SHEATHING OR USE ad COMMON ON LTP4 Roof Loads DL LL 19-16=35psf See Truss Calculations oer Manufacture Or. See Span Table for Conventional Framina Headers: L 6ft Wmax 464 #/ft Wmax :5 745 #/ft. L8ft Wmax :5 419 #/ft Wmax ::~ 682 #/ft or 4 x 6 6x6 4 x 8 or 1 6 x 6 4 x 8 0r 16x6 . . . 4x1O or6x8. . N Floor Loads DL+LL= 10±40=50psf Joists: See TJI Calculations Or: See Soan Table for Conventional Framina Headers: 4 ft 4x6.. orH 6x6 Wmax :S 784 #/ft L :~ 6 ft Wmax :S 596 #/ft orH &x6 Wmax 913 #/-Ft 4 x 10 or 6 x 8 L8ft 4 x 10. Wmax :5 545 #/ft or 6x 8 Wmax :5 570 #/ft 4 x 12 or 6x10 DEAD LOAD BREAKDOWN Roof Dead Load: Concrete Tile Plywood Wood Members Insulation Gypsum Board Misc Floor Dead Load: Flooring Plywood Wood Members Insulation Gypsum Board Misc 9.5 1.8 3.5 .5 2.8 .9 1.0 1.8 3.2 .5 2.8 .7 10 P.S.F. EXTERIOR WALL • INTERIOR WALL 7/8" Stucco 10.0 • 2 x 4 @ 16" o.c. 1.0 2 x 4 @ 16" o.c. 1.0 Gypsum Board • 2.2 Gypsum Board 4.4 3/8" Plywood 1.1 3/8" Plywood 1.1 Insulation • .2 • Misc .5 • Misc 1.5 15.00 P.S.F. • 8.0 P.S.F. Contribute to Seismic 14 P.S.F. DS-5133 (05.97) Floor Load Tables Trus .o,sr • Fir,) Jo,sc .5uecifiers Guide 2025 • Secrember 2003 Foor-100% (FLF) 6' 10' 12' 14' 16' - 18' 20' 22' 24' Depth • TJI® Live Load Total L1480 Load Live Load L/480 Total Load Live Load L/480 Total Load Live Load L/480 Total Load Live Load L/480 Total Load Live Load L1480 Total Load Live Load L/480 Total Load Live Load 1-/480 Total Load Live Load L/480 Total Load 110 190 127 152 77 127 50 95 91/2" 210 _210147169 _20141 591144081 230 236 159 190 98 158 64 126 44 88 110 190 152 127 83 109 57 92 210 210 169 141 97 121 67 106 48 87 11%' 230 236 ' 190 158 105 136 72 119 52 97 39 78 360 241 193 162 136 139 25 121 69 108 51 97 39 78 560 294 236 197 ' 169 138 1d8 101 132 76 119 58 108 .15 91 110 190 152 127 109 83 95 . 59 85 210 210 169 141 . 121 96 106 69 94 51 84 14230 236 190 . 158 136 104 119 75 106 9343 77 360 241 193 162 - 139 121 98 108 73 97 56 88 44 81 560 ' 294 236 197 169 148 132 107 119 83 108 65 99 210 210 169 141 121 106 23 94 69 85 53 77 230 236 190 . 158 136 * 119 100 106 75 95 57 87 16" 360 241 193 * 162 * 139 121 ' 108 97 75 88 59 81 560 294 236 197 169 ' 148 ' 132 ' 119 108 86 99 'Indicates TOTAL LOAD value controls. How to Use This Table Calculate actual total and live load in pounds per linear toot (pit) Select appropriate JOIST CLEAR SPAN. Scan do'vn the column to find a TJl® joist that meets or exceeds actual total and live loads. General Notes Tables are based on: - Uniform loads. - No composite action provided by sheathing. - More restrictive of simple or continuous span. TOTAL LOAD limits joist deflection to L'240. LIVE LOAD is based on joist deflection of L/480. "-t(a live load deflection limit of L'360 is desired. multiply value in LIVE LOAD column by 1.33. The resulting live load shall not exceed the TOTAL LOAD shown. PSF to PLF Conversions D.0 Load in Pounds Per Sauare Foot (PSF) Spacing . 20 25 30 35 40 45 50 55 60 Load in Pounds Per Linear Foot (PLF) 12" 20 25 30 35 40 45 50 55 60 16" 27 34 40 47 54 • 60 67 74 80 19. 2" 32 40 48 56 64 72 80 88 96 24' 40 50 60 70 80 90 100 110 120 I Foundati on Ccn1nuous- FootinG: One Story: Two. Story: ThreE Story: 12" x 12" w/4 T. & B. U.O.N. 15" .x 18 w/4 T. & B. U.O.N. 18" x 24" w/7-r5 T. & B. U.O.N. Pad Footina Schedule q = 1000 psf P = qA-(Conc.DL) = 1740 # 18"x 18"x 18"w/ 2#4 E.W. P = 3100 # 24"x 24"x 18" w/ 3#4 E.W. P = 4840 #OC 30"x 30"x 18" w/ 44 E.W. P = . . 5500 32"x 32"x 18" w/ 44 E.W. P = 6980 361'x 36"x 18" W/' 44 E.W. P = . . 8600 . 40"x 40"x 18" w/ 54 E.W. P = . 9500 42"x 42"x 18" w/ 5#4 E.W. 12400 # .® 48"x 48"x 18" w/54 E.W. p 16880 56"x 56"x 18" w/ 64 E.W. P = . 19550 # . 4,- ina60"x 60"x 18" w/ 7#4 E.W. cQncentration on Continuous 12" Wide . 1 ax = 1,000 PSF X 1.0 = 1,000 PLF max = . 1,000 PSF X(1.0 X 3.0) 3,000 LBS. 15" Wide . S W.ax 1,000 PSF X 1.25 = 1,250 PLF Pmax = 1,000 PSF x(1.25 x 4.0) = 5,000 LBS. C - .5... ------------ 0,•••• , 1 I • S Ip .•c:'. I izwi IE 'Summit Design Engineerig Title: Dsgnr: Description: Scope: Job# Date: 8:16PM. 23 SEP 04 (If Re' OOOl User: KW•0602691. Ver 5.8.0. 1Dec2003 . Timber Beam & Joist . . Page 1 (019832003 ENERCALC EnRineerinR Software. . .5 Description . . . .. . [limber Member Information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined.. BM#1 BM#5 BM#6 BM#7 Timber Section 4x12 4x12 4x14 4x14 Beam Width . ml 3.500 . 3.500 3.500 3.500 Beam Depth in 11.250 11.250 13.250 13.250 Le: Unbraced Length It 0.00 0.00 0.00 0.00 TImber Grade Douglas Fir - Douglas Fir - Douglas Fir - Douglas Fir - Larch, No.2 Larch, No.1 Larch, No.2 Larch, No.2 Fb -Basic Allow PSI 875.0 1,000.0 875.0 875.0 Fv - Basic Allow psi 95.0 95.0 95.0 95.0 Elastic Modulus ks 1,600.0 1,700.0 .1,600.0 1,600.0 Load Duration Factor 1.250 1.000 1.000 1.000 Member Type . Sawn Sawn Sawn Sawn Repetitive Status . No No No No Center Span Data . Span ft 10.00 8.50 5.00 6.00 Dead Load #/ftl 242.00 140.00 729.00 . 645.00 Live Load #/ftl . 288.00 560.00 865.00 734.00 Results Ratio = 0.8950 0.9353 0.7598 0.8902 Mmax @ Center in-k 79.50 75.86 59.77 74.47 © X = ft . 5.00 4.25 2.50 3.00 fb : Actual psi 1,076.8 1,027.6 583.7 727.1 Fb : Allowable psi 1,203.1 1,100.0 875.0 . 875.0 Bending OK Bending OK Bending OK Bending OK Iv : Actual psi 82.4 88.9 72:2 . 84.6 Fv Allowable . psi 118.8 95.0 95.0 95.0 Shear OK Shear OK Shear OK Shear OK Reactions @ Left End DL lbs 1,210.00 595.00 1,822.50 1,935.00 LL lbs 1,440.00 2,380.00 2,162.50 2,202.00 Max. DL+LL . lbs 2,650.00 2,975.00 3,985.00 . 4,137.00 . @ Right End DL lbs 1,210.00 595.00 1,822.50 1,935.00 LL lbs 1,440.00 2,380.00 2,162.50 2,202.00 Max. DL+LL lbs 2,650.00 2,975.00 3,985.00 4,137.00 Deflections . Ratio OK OK Deecticn OK Deflecicn OK Center DL Defi in -0.082 -0.023 -0.009 . -0.017 L/Defl Ratio 1,464.4 4,379.4 6,353.7 4,155.8 Center LL Defi in. -0.098 -0.093 -0.011 . -0.020 L/Defl Ratio 1,230.5 1,094.9 . 5,354.7 3,651.9 Center Total Defi in . -0.179 -0.116 -0.021 -0.037 Location . ft 5.000 4.250 2.500 3.000 UDefi Ratio . 668.6 875.9. 2,905.8 1,943.8 *0n- '' * TJ-Beth 6.15 Serial Number 7003016276 *10' ro~, 7, ~ B ~`n FJ#1A 117/8" TJI® 230 @ 16' 0/c Pagel Engine Version: 1.1533 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 18' 16' Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 10.0 Dead Vertical Loads: -, Typo Class Live Dead Location Application Comment Point(plf) Roof(1.25) 288.0 477.0 18 - SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Glulam or solid sawn lumber beam 3.50" 3.50" 428 /18 / -43 / 446 End, TJI Blocking I Ply 11 7/8" TJI® 230 2 Glulam or solid sawn lumber beam 3.50" 3.50" 976/858/0 / 1834 Overhang 1 Ply 11 7/8" TJI® 230 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1163 1153 2276 Passed (51%) Right OH under Roof loading Vertical Reaction (Ibs) 1834 1834 3013 Passed (61%) Bearing 2 under Roof loading Moment (Ft-Lbs) -2342 -2342 5019 Passed (47%) Right OH under Roof ALTERNATE span loading Live Load Defi (in) 0.218 0.500 Passed (L/860) MID Span 1 under Floor ALTERNATE span loading Total Load Defi (in) 0.114 0.215 Passed (2U450) Right OH under Roof ALTERNATE span loading TJPro 39 30 Passed Span 1 -Deflection Criteria: STANDARD(LL:0.500",TL:L/240). Additional checks follow. -Right Overhang:(LL:2U360, TL:2U240). -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 4 7" 0/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by beams. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.45 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Copyright 0 2004 by Trus Joist, a Weyerhaeuser Business TJIB and TJ-BeamB are registered trademarks o Trus Joist. e-I Joist, Pro- and TJ-Prol are trademarks of Trus Joist. .. FJ#1 Buwxw 11 718" TJI® 360 @ 12" o/c TJ-8eans5 6.15 serial Number 7003016276 User 2 9/23/04 8:01:24 PM Page 1 Engine Version:1.15,33 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 20' I .. .. 16 4 Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (ps: 40.0 Live at 100 % duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(plf) Roof(1.25) 288.0 477.0 20' - SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live!Dead!UpliftlTotal 1 Glulam or solid sawn lumber beam 3.50" 3.50" 321 /-52/-150/270 End, TJI Blocking I Ply 11 7/8' TJI® 360 2 Glulam or solid sawn lumber beam '3.50" 3.50" 865/729 / 011594 Overhang 1 Ply 11 7/8" TJl® 360 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 972 965 2344 Passed' (41%) . Right OH under Roof loading Vertical Reaction (Ibs) 1594 1594 3075 Passed (52%) Bearing 2 under Roof loading Moment (Ft-Lbs) -3601 -3601 5794 Passed (62%) Bearing 2 under Roof ALTERNATE span loading Live Load Defl(in) 0.150 0.276 Passed (21-/665) Right OH under Roof ALTERNATE span loading Total Load Defi (in) , 0.328 0.415 Passed (2L/303). Right OH under Roof ALTERNATE span loading TJPro , 51 30 Passed . Span 1 -Deflection Criteria: STANDARD(LL:0.500",TL:L/240). Additional checks follow.' -Right Overhang(LL:2U360, TL:2L/240). ' -Permanerit bracing at third points in the back span or a direct applied ceiling over the entire back span length is required for right cantilever. See literature detail (PB1) for clarification. ' -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 4" 0/c unless detailed otherwise. Proper attachment and, positioning of lateral bracing is required to achieve member stability. " -The load conditions considered in this design analysis include altemate member pattern loading. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32' Panels (20" Span Rating) decking. The controlling span is supported by beams. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 2.09 PROJECT INFORMATION: OPERATOR INFORMATION: Copyright 6 2004 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beemy are registered trademarks of Trus Joist. e-i Joist,Pro and TJ-Pro ar&tradernarks of Trus Joist. BM#2 3 1/2" x 14" 1.7E TimberStrand® LSL TJ-8eama 6.15 Serial Number. 7003016276 User: 2 9/23/04 7:56:55 PM Pagel Engine Version: 1.15.33 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope, 0t12 Roof Slope0h12 RIP 16" I1I. All thmensionz are horizontal. Product Diagram is ConceptuaL LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1 Primary Load Group - Roof (p50: 16.0 Live at 125 %duration, 19.0 Dead Vertical Loads: Type . Class Live Dead Location . Application Comment Uniform(plf) Roof(1 .25) 266.0 224.0 0 To 16 Replaces SUPPORTS: Input Bearing . Vertical Reactions (Ibs) Detail Other Width Length : LivelDead/Uplift/Total 1 Wood column 3.50 1.54" 2128/1917/0/4045 L5 None 2 Wood column 3.50" 1.54" 2128/1917/0/4045 L5 . None DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 3961 -3308 16333 Passed (20%) Rt. end Span 1 under Roof loading Moment (Ft-Lbs) 15514 15514 30529 Passed (51%) MID Span 1 under Roof loading Live Load Defi (in) 0.288 0.522 Passed (L/654) MID Span 1 under Roof loading Total Load Defi (in) 0.547 0.783 Passed (U344) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:L/360,TL:L1240). . -Bracing(Lu): All compression edges (top and bottom) must bebraced at 14 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. . . ADDITIONAL NOTES: . . . -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Copyright © 2004 by Trus Joist, a Weyerhaeuser Business TimberStranmb 18 a registered trademark of Trus Joist. BM#3 A\Bu 3 1/2" x 9 1/4" 1.7E TimberStrand® LSL TJ-8earn® 6.15 Serial Number. 7003016276 User. 2 9/23104 8:05:13 PM Pagel Engine Version: 1.15.33 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group - Residential - Uving Areas (psf): 40.0 Live at 100 % duration, 10.0 Dead Vertical Loads: . Type Class Live Dead Location Application Comment Point(plf) . Roof(1.25) 2640.0 3135.0 3' - Unifomi(plO Floor(1.00) 280.0 205.0 0To6' Adds To SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/DeadlUpliftlTotal 1 Wood column 3.50" 1.72" 2280! 2244 / 0 / 4524 L5 . None 2 Wood column 3.50" 1.72" 2280/2244/0/4524 L5 None DESIGN CONTROLS: .. . Méximum Design Control Control Location Shear (lbs) -4433 -3944 10792 Passed (37%) Rt. end Span 1 under Roof loading Moment (Ft-Lbs) 10370 10370 13845 Passed (75%) MID Span 1 under Roof loading Live Load Defi (in) 0.084 0.189 Passed (U809) MID Span 1 under Roof loading Total Load Defi (in) 0.172 0.283 Passed (U395). MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:LJ360,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 0/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: . -IMPORTANT' The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above: PROJECT INFORMATION: OPERATOR INFORMATION: Copyright © 2004 by Trus Joist, a Weyerhaeuser Business TimberStrand8 is a registered trademark of Trus Joist. BM#4 7" x 117/9" 2.OE Parallam® PSL TJ-8eam0 6.15 Serial Number. 7003016276 User. 2 9/23/04 8:06:12 PM Pagel Engine Version:1.15.33 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 15' 6" product Diagram is Conceptual. LOADS: S Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100% duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Unifárm(plf) Floor(1.00) 470.0 537.0 0 To 166" Adds To SUPPORTS: Input Bearing Width Length 1 Wood column 3.50' 1.60" 2 Wood column 3.50" 1.60" Vertical Reactions (Ibs) Detail Other Live/DeadlUpliftllotal 3953 / 4441 / 0 18393 L5 None 3953 /4441/0/8393 L5 None DESIGN CONTROLS: Maximum Design Control Control Location Shear (lbs) 8213 7006 16071 Passed (44%) Lt end Span 1 under Floor loading Moment (Ft-Lbs) 31141 31141 39805 Passed (78%) MID Span 1 under Floor loading Live Load Defi (in) 0.331 0.506 Passed (L/550) MID Span 1 under Floor loading Total Load Defi (in) 0.703 0.758 Passed (L1259) MID Span 1 under Floor loading -Deflection, Criteria: STANDARD(LL:U360,TL:L1240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 166" 0/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or,TJ technical representative for product availability, -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Copyright 0 2004 by Trus Joist, a Weyerhaeuser Business ParaflazsB is a registered trademark of Trus Joist. . 0 •0 0 L 0• 00• 0 0 / Lateral Analysis xxxxxxxx*xxx'x Seismic Z=.4 SD Na 1 11 Ca=.44Na V=2.5Ca/R W= . .• 2.5 0.44 1 / 4.5 x W 0.244 W' Roof Area: 40 x 34 Roof DL= 42 x 38 x 19 = 30324. Exterior Wall DL= 2 x . 40 x 4.5 x 14 = 5040 Exterior Wall DL= 2 x . 34 x 4.5 x 14 = 4284 Interior Wall DL= x 40 x 4.5 x . 8 = 1440 Interior Wall DL= 2 x .• 34 x 4.5 x 8 = 2448 T. Load= . 43536 Floor Area: 40 x 34 Floor DL= . 40 x 34 x 10 = 13600 Exterior Wall DL= 2 x 40 x 9 x 14. = 10080 Exterior Wall. DL= x 34 x 9 x 14 = 8568 Interior Wall DL= 1 x 40 x 9 x 8 = 2880 Interior Wall DL= 2 x 34 x 9 x 8 = 4896 T. Load= . . 40024 Total W= . . 43536 + 40024 = 83560 Vb= 0.244 x W= 0.244 x 83560 = 20426 Level H W HW Fxy V V/Ar V/Af Roof 20 43.536 :870.7 13993 13993 10.29 Floor 10 40.024 400.2 6432 20426 4.73 1271 . Seismic Comparison: . P= 1 * 9995 1 * 14590 Wind . . P=CeCqQslw= Ce Cq Qs 1w Pr= .. . 0.76 1.3 12.6 1 = 12.45 psf Pf= . 0.72 1.3 12.6 1 = 11.79 psf Wind Longitudinal . . . . Total lb/'r lb/f Roof= 40 x 9 x 12.45 = 4482 . 4482 112 Floor= 40 x 10 x 11.79 = 4717 9199 117.9 Wind Transverse . . Roof= 34 x 9 x 12.45 = 3809 3809 112 Floor= 34 x 10 x 11.79 = 4010 7819 117.9 * Seismic Govern Long. * Seismic Govern Tran. 22 Lateral Analysis 4 (,j, xxxxxxxxxxxxxxxx Seismic Z=.4 SD Na=1 1 1=1 Ca=.44Na p= 1 V=2.5Ca/RW = 2.5 x 044 x 1 / • 4.5 x W = 0.24444W Area= 26x 24 Roof DL = 28 x 28 x • 19 = 14896 Ext. Wall DL = 2x 26x 4x 14 2912 Ext. Wall DL = 1 x 24 x 4 x 14 • = 1344 Int. Wall DL = 1 x • 24 x 4 x 8 = 768 Int. Wall DL = x x x • = • 0 T. Load = • 19920 lb • V/A Vb • = 0.24 x W • 0.24 x 19920 = 4869.33 7.8034188 Seismic Comparison: • • * 3478.1 Wind P=CeCqQslw = 0.72 x 1.3 x • 12.6 x 1 = 11.7936 psf Roof Trans. = 24 x • 9 x 11.8 • = 2547.42 lb Roof Longi. = 26x 9x 11.8 =. •2759.7 lb • Wind Governs * Seismic Governs Roof Line 1 P= 1.00 Fw= Fs= 10.29 a= 40.00 b= 34.00 L=8+8= 16.00 A=a*b= 1,360.00 0.00 V=F*A/2= 6,997.20 0.00 V=Sum.v= 6,997.20 VASD=E=pEh/1.4= 4,998.00 v=VASD /L= 312.38 plf. Line 2 P= 1.00 Fw= Fs= 10.29 a= 40.00 b= 34.00 L=12+6= 15.50 A=a*b= 1,360.00 0.00 V=F*A/2= 6,997.20 0.00 V=Sum.v= 6,997.20 VASD=E=pEh/1.4 4,998.00 v=VASD /L= 322.45 plf Line 3 • 1.00 Fw= Fs= 10.29 a= 40.00 b= 34.00 L=16+6= • 24.00 A=a*b= 1,360.00 0.00 V=F*A/2= 6,997.20 0.00 V=Sum.v= 6,997.20 VASD=E=pEh/1.4 4,998.00 v=VASD /L= • 208.25 plf Line 4. • P= 1.00 Fw= Fs= 10.29 6.46 • a= • 40.00 . 11.00 b= • • 34.00 14.00 L=5+8+4.5= 17.50 A=a*b= 1,360.00 154.00 V=F*A/2= 6,997.20 497.42 V=Sum.v= 9,122.54 VASD=E=pEh/1.4= 6,516.10 v=VASD IL- 372.35 plf 0.00 0.00 V9 6.46 18.00 28.00 504.00 1,627.92 Check uplift Roof Roof Roof D.L. Line 1 1= 8.00 H= 9.00 W= 15.00 V=. 312.38 OTM=vH*l= 22,491.00 RM s=W*H*l*l/2*.9 3,888.00 0.00 0.00 RM,w=W*H*1*1/242/3= 0.00 0.00 0.00 RM= 3,888.00 F=(OTM.RM)/l= 2,325.38 lb MST-37 Line 0 0 1= • 6.00 H= 9.00 • • W= • • 15.00 • 32245 OTM=v*H*l= • • 17,412.39 RM,s=W*H*1*1/2*.9= 2,187.00 0.00 0.00 RM,w=W*H*1*1/2*2/3= 0.00 0.00 •o 0.00 RM= 2,187.00 F=(OTM.RM)/l= 2,537.56 lb 0 MST-37 Line 0 1= • • 6.00 • 6.00 H= • - 9.00 16.00 W= 15.00 • 19.00 V= 208.25 OTM=v H*l= 11,245.50 RM,s=W*H*1*1/2*.9= 2,187.00 • 4924.80 0.00 'RM w=W*H*1*1/2*2/3= 0.00. 0.00 0.00 RM= 7,111.80 ' F=(OTM.RM)/l= 688.95 lb ' Line 0 0 =0 • ' 4.50 4.50 1-1= • 9.00 16.00 W=' 15.00 19.09 ' 372.35 • OTM=v*H*l= 15,080.12 0 RM,s=W*H*1*1/2*.9= 1,230.19. 2,770.20 0.00 RM,w=W*H*1*1/2*2/3= 0.00 - 0.00 0.00 RM= 4,000.39 F=(OTM.RM)/l= • 2,462.16 'lb • MST-37 Floor Line 1 P= 1.00 Fw= Fs= 4.73 7.80 a= 25.00 2600 b= 34.00 24.00 L=4.5+10+6=. 20.50 A=a*b= 850.00 624.00 V=F*A/2= 2,010.25 2433.60 V=Vr+Sum.v= 11,441.05 VASD=E=pEh/1.4= 8,172.18 v=VASD /L= 398.64 pIt Line 2 P= 1.00 Fw= Fs= 4.73 16.00 b= 34.00 L=5+6+4= 15.00 A=a*b= 544.00 0.00 V=F*A/2= 1,286.56 0.00 V=Vr+Sum.v= 8283.76 VASD=E=pEh/1.4= 5,916.97 v=VASD. /L= 394.46 pIt Line 3 P= 1.00 Fw= Fs= 4.73 a= 40.00 b= 34.00 L=6+8+5+5= • 24.00 A=a*b= 1,360.00 0.00 V=F*A/2= 3,216.40 V=Vr+Sum.v= 10,213.60 VASD=E=pEh/1.4= 7,295.43 v=V/1.4L= 303.98 plf Line 4 P= 1.00 Fw= • Fs= 4.73 a= 40.00 b= 34.00 L=3+3+5+4= 15.00 A=a*b= 1,360.00 0.00 V=F*A/2= 3,216.40 0.00 V=Vr+Sum.v= 12,338.94 VASD=E=pEh/1.4= 8,813.53 • • v=VASD /L= 587.57 pIt 0.00 0.00 _ 0.00 0.00 0.00 0.00 Floor Line 5F P= 1.00 Fw= Fs= 4.73 a= 34.00 b 40.00 L=8+8= 16.00 A=a*b= 1,360.00 0.00 0.00 V=F*A/2= 3,216.40 0.00 0.00 V=Vr+Sum.v= 3,216.40 8 VASD=E=pEh/1.4= 2,297.43 v=VASD /L= 143.59 plf Check uplift Floor Floor Floor D.L. Roof Line 1 1= 4.50 H= 9.00 W= 15.00 398.64 0.00 OTM=v*H*l= 16145.04 0.00 RM,s=W*H*1*1/2*.9= 1230.19 0.00 0.00 RM.w=W*H*1*1/2*2/3= 0.00 0.00 0.00 Roof D.L. 0.00 Line 2 1= 400 H= 9.00 W= 15.00 394.46 OTM=v*H*l= 14,200.73 RM,s=W*H*1*1/2*.9= 972.0ô 0.00 RM,w=W*H*I*I/2*2/3= 0.00 0.00 RM= 972.00 F=(OTM-RM)/l= 3,307.18 lb Line 3 1= 5.00 5.00 H= 9.00 800 W= 15.00 10.00 303.98 OTM=v*H*l= 13,678.93 RM,s=W*H*1*1/2*.9= 1,518.75 900.00 RM,w=W*H*1*1/2*2/3= 0.00 0.00 RM= 2,418.75 F=(OTM.RM)/l 2,252.04 lb Line 4 1= 3.00 3.00 H= 9.00 6.00 W= 15.00 10.00 V= 587.57 OTM=v*H*l= 15,864.35 RM,srW*H*1*I/2*.9 546.75 243.00 RM,w=W*H*l*l/2*2/3= 0.00 0.00 RM= 789.75 S., PHD2 WE PHDS RM= 1,230.19 F=(OTM.RM)/l= 3,314.41 lb PH D5 F=(OTM-RM)/l= 5,024.87 lb PHD6 Check uplift Floor Floor Floor D.L. Roof Roof D.L. Line 5F W= 143.59 • 0.00 • OTM=v H*l= 0.00 0.00 RM,s=W*H*1*1/2*.9= 0.00 0.00 0.00 0.00 : • RM,W=W*R*1*1/2*2/3= 0.00 0.00 0.00 RM= 0.00 • F=(OTM-RM)/l= #DIV/0! lb S 19, -.------- .1 ca e ii Cr t6'1 04 AJe CSfrL. CA Z$S'-r r d C6 L'i 0. DeftJi - A OCEANSZDE TRUSS, INC Specializing in Roof and Floor. Trusses * COMMERCIAL * RESIDENTIAL * * ROOM ADDITIONS * * COMPETITIVE PRICING* *FREE AND PROMPT ESTIMATES ci 2847 industry Street 760/7227696 Oceanside, CA 92054 Fax 760/722-0438 c3o439'( -4 Lfl L 4-. E C U U) Cu . LU C)CD LU —4 - — . Cl) C) C..) C) C1)LU 'WCu U C)Cu- DCI) LUCY)< - C/) LU Cu C.) I- - - . - LU - C)ZC) II I LU C) LU fr C) C) LU --r LU LLLU C)1 ii I cn .. z --i i.-i _1J —4 tr) CL LLJ cc a: cv LU I ID LU C) LU C) LU C) U U) C) LU LU LW - Cu Cl) I C) - C) Cu Cu I LU LU LU U.. LU LU LU C) U) _J ...J Cl) I CD C) C) C) C) C) C) CD ..) ' - CC a) 0) CD C) C) C) I CD - C) C) - C) _i C) . U) Cu U) Cu U) Cu U.. LU Cu C) U) CD U) Cu Cu Cu L )- '- cu Cu — rCJ —ILt) CD CX C-) LU LU U) U LU LU LU C) CL 882 CD CD CD I - 4- LU C) LU LU LU LU LU • - • )IC C) cc C-) U) C-) LU C) CLI C) - U)>- 0- fm C) ZD LU ...) LU C3- >.. Cl) U) CX LU C) C) C) C/) C)) LU C-3 Q_ . LU C-)CC) J U. LU LL CD I- M LU C) CX I- CL CL) C) C) LU CL C) CL CD CX LU - - • - • CL) 41 C)) 6w U) LU LU ..4 LU Cl) C) Cr 'C C) C)) 1—C LU U) )- U.S - Cu - C) I- J CX 41 _I Cl) 1 _JLLJ 0)1 Cl) LU co CX .., C) co CL CD C-.)• -CI CX U) C)) C)) . C4) ._.) LU Li_I C) CD U) = CD Cc - * - _____________________________ I to I I U) L.3I C) Cr __ ' • ZLCJ3MPUTrU_q, Jnr. Manufacturing Engineering • Computer Systems WARNINGS: Read all General Notes and Warnings before constructi o n o f t r u s s e s . Builder and erection contractor should be advised of all G e n e r a l N o t e s a n d W a r n i n g s b e f o r e construction commences. 1x3 compression web bracing must be installed where sho w n + . All lateral force resisting elements such as temporar y a n d p e r m a n e n t b r a c i n g , m u s t b e designed and provided by designer of complete structure. C o m p u T r u s a s s u m e s n o r e s p o n s i b i l - ity for such bracing. .5. No load should be applied to any component until after a l l b r a c i n g a n d f a s t e n e r s a r e c o m p l e t e , and at no time should any toads greater than design loa d s b e a p p l i e d t o a n y c o m p o n e n t . CompuTrus has no control over and assumes no respo n s i b i l i t y f o r t h e f a b r i c a t i o n , h a n d l i n g , shipment and installation of components. This design is furnished subject to the limitations on truss d e s i g n s s e t f o r t h b y t h e T r u s s P l a t e Institute in Bracing Wood Trusses, HIS-91", a copy of w h i c h w i l l b e f u r n i s h e d b y C o m p u T r u s upon request. GENERAL NOTES, unless otherwise noted:• 1. . Design to support loads as shown. 2 Design assumes the top and bottom chords to be laterall y b r a c e d a t 2 ' - O " o . c . a n d a t 1 2 ' - 0 " c . c . respectively. . . 2x4 Impact bridging or lateral, bracing required where s h o w n + + . Installation of truss is the responsibility of the respective c o n t r a c t o r . S. Design asSumes trusses are to be used in a non - c o r r o s i v e e n v i r o n m e n t , a n d a r e f o r d r y condition" of use. , Design assumes full bearing at all supports shown. Shim or w e d g e i f n e c e s s a , y . Design assumes adequate drainage is provided. Plates shall be located on both faces of truss, and placed s o t h e i r c e n t e r l i n e s c o i n c i d e w i t h j o i n t center lines. Digits indicate size of plate in inches. For basic design values of the CompuTrus Plate, indic a t e d b y t h e p r e f i x ' C " , s e e J . C . B O . R . R . .4211 The CompuTrus Net Section Plate is indicated by the pre f i x " C N " , t h e d e s i g n a t o r ( 1 8 ) i n d i c a t e d 18 ga. material is used. All others are 20 ga. General Notes: Bracing to top and bottom chords not required, provided the chord members are braced throughout their length by continuous sheathing. , • • _ 1III1 ill 1III1 14qiz4'- I44C 4. I. &i/ t4' £1 /<:)Lr1_ 1111111111111111111111111111111111111111 FOR GABLE ENDS UNDER U-Ir IN HEIGHT - MINIMUM GABLE STUD GRADE - 2x4 STANDARD GRADE HEM-FIR Manufacturing Engineering Computer Systems - GABLE END S - I', - 2x4 BRACE AT 16'-ir *.c. OR AT C-lx2.6 Typica CENTE RLINE. ATTACH WITH 16d NAILS SHOWN IN (2) 2x4 STUDS STRUCTURAL TRUSSES (2) BRACING FOR GABLE END ALE NO: GABLE END - DATE: 01/01/98 REV: 25-15 DES: SC SEQ: S151504 UBC-97 WARI C-2.5x4.3 (SpI) 4 CENTER VERTICALS VARY AS REQUIRED BY VENT SIZE OR OUTLOOKER CUTOUT FOR 4x2 - OUTLOOKER - CUTOUT FOR 4x2 DUTLOOKER I U_ OFF STUD lx4ADD-ON. ATTACH OVER STUD WITH Bd MAILS AT90 C 4x2 OUTLOOKER DETAILS -- 11111-11111 /11*11 I 11111 11111 11101111111 11111 1111 IN LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x4 OF 02 1-4 BOTTOM CHORDS: 2x8 OF 02 •1-3 WEBS: 2x1 OF STAND 1-4 IC LATERAL SUPPORT <=' I2OC. LION. BC LATERAL SUPPORT <= 12"OC. UON. TRUSS SPAN 25-10.00" LOAD DURATION INCREASE = 1.25 SPACED 24.0" D.C. LOADING Lit 15.0) +Oi( 14-0) ON TOP CHORD 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD = 40.0 PSF #5 PSF REDUCTION TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY. UBC 97/TPI SINGLE MEMBER FORCES 4WRGD 1 1= -1942 B 1= 1815 N 1= -328 T 2= -1684 0 = 1284 N 2= 450 T 3= -1584 8 3= 1815 N 3 450 1 4" -1941 N 4" -328 LEFT = 939 RIGHT = 939 BEARING AREA REBUIRED (SO. IN) JOINT 1 1.50 OF / 2.32 HF I 2.21 SPF JOINT 5 1.50 OF / 2.32 I-IF / 2.21 SPF MAX LL DEFL = T-087 6 L/240 = 1.313" MAX Ti DEFL -.190" @ 5 L/100 = 1.750" MAX HDRT2. LL DEFL .029" 8 5 MAX HDRIZ. Ti DEFL = .051" 8 5 13-05-00 13-05-00 --1' 12 P_AA") 12 ii L. X . -'=zr--1 A nfl 4Q80 )3'U07 J* 'ft-f C-56. 1(S) GV OF Scale: 1/4" w8racs Rood all Owanat tines and Wonatres before no borotios 01 tnrsseo. S.M. and oreettos esrtran,or shorrW be orteisod ol at) Gotat Metes and Womb,ps before ooe flartton eoreoroseos. 1.1 soroymselor, wth braeaW roast be tostefled ohere drown +. DATE: 11/17/2004 AD beeeolfoes.esbeirrg dnesuhospynndpeenbeadroj, moot be ds,tnod 0t,d proetdd by dnoit)ner of nomploto ebtistttt. - Computme at-; no resporsfott)t'y for suchbtodn5. DES. BY: a4\./ - No toad siiootd be opdest to any nompoonot 00)0 alter all braebog arid fastener, noroçtnte. bed at no 11mw shsvtd any lode greater than design lode be applied to any noroyanent. SEQ.: 2001408 IS. Coormbsn ban no control new and no rmponsibMly to, the fabrication. handtog, shipment and bmta0b)rio of nompnnentn. 7. This design In toothed aribloct to The 50fo110ns on tiast dosiqr,o not ioth by the Inwa Pbto betirr.ne br"Brodng Wood Tomes. 1.1w-91. nopy 01 odilde will be isoedsh,d by Coroprittas open regress. General Notes, unless otherwise noted: Design to stipporl loads as shown. Design cool Driers to (.IBC-97 AnVer: 1 .09 (IL) -W Deson aesimne the top and bottom chords to be laterally braced at 2-0 O.C. and at 12'-0 o.o, respectively. 2a4 Impact bridging or lateral bracing required where shown + 4 Installation of truss is the resporreibrlBy of the respective contractor. S. Design assumes trusses are to be used in a non-cor,oeiee environment, and are for "drycondition' of use. S. Design assumes full bearing at all supports shown. Shim or wedge ii /9T!UnC., necessary. 7. Den ass,unes adequate thas-rage is provided- .7L 8. Pl shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. ,iaer.nacrmxrs. pitatencrois . corapulm SYSTEM Digits indicate site of plate in inches. For basic design values of the Computtus Plate, indicated by the prefix "C". see I.C.B.O. R.R. 3211. The Camputnus Net Section Plate is indicated be the prefix CN , the d55190at0r 1181 indicates 18 ga. material is used. All others are 20 go. I1JIIllhII1ff1 .1 ô "7 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x OF #2 1 BOTTOM CHORDS: 2X OF 02 1 WEBS: 2* 4. OF STANDI - TC LATERAL SUPPORT. <= 22'OC, UON BC LATERAL SUPPORT <= 12CC. UON 12 4. 00 TRUSS SPAN 6- 4.00 LOAD DURATION INCREASE 1.25 SPACED 24.0e O.C. LOADING - LL( 16.0) +01) 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD 40.0 PSF* *5 PSF REDUCTION TAKEN ON - BOTTOM CHORD, AXIAL STRESS ONLY. USC 97/TPI SINGLE MEMBER FORCES 4WR6D 1 1= 0 B 1= 0 N 1= -190 LEFT 222 RIGHT 222 BEARING AREA REQUIRED ISO. IN) JOINT 1 .35 OF / .55.HF / .52 SPF JOINT 3 .35 OF / .55 HF / .52 SPI MAX LL DEFL .000a B 0 L/240 - .2B8* MAX TL DEFL = .000 B 0 L/180 = MAX HORIZ. LL DEFL .000e B 0 MAX HORIZ. IL DEFL = .000 B 0 C-Ix2.6 il&fY I I 31107. 1* 6-04-00 Scale! 1/2 - WARNIN 1. Read& Gee INotes sndWamjngs bote ,,etse, General Notes, unless otherwise noted: 1. Design to support loads as shown. pee ign conforms to UBC-97 AnVer: 1.09 (IL) -W 2. Bolldw and oassn esnvaete. theuta be ederard as u oe,,j etee _ 2. Design assumes the top and bottom chords to be laterally braced 3, I, . 2x4 bripact bridging or lateral bractrig reepired where shown + + DATE: 11/17/2004 4 Allbewofomer:b rtemweseud, Iporary end braOOSY. : floes be desIgned end presIded by deal5nre at complete otmelmfi. and e to, dry coralhlion 01 use.- DES. BY: 80)oecdsboddle ppS 0enyoo*oneel Until aft~ a _ 6. esnsumes lull basing at all suott shown. S}tm or WOdQ5 t rus Inc. 2:~C=pLTJ f-tere andeS no dm cho,dd arry lead, greaser mar,Leads be app6ad t. any C,Map..,nt B. Plates shell be located an both ces nd placed cc their center SEQ.: 2001410 a. Cempereco cando andasseeas eeeepsmryaorth, p coincide wnhJoJn center hne 9. igits indicate size or plate in inches. bhdcohrra. handllng, shipment and hcatailelicn of components. 7. TIde design I, I .'hedoethjocr to the Embotioen era tnan deelgen forth set io. For basic design values at the Computnje Plate, indicated by the prolix by the Terse PI-1-5el,.ae heeelret Weod 7--,, ml,td, 'ow be fumlehed by canpuin a,, - C. See I.CB.0. R.R. 4211. 11. The Computers Net section Plate a, irselicated by the prefo, CW , the designator 1181 indicates 18 go. material S used. All others are 20 Ca. No.uW EXP.k'J$'07 * WARNINGS Road at General Notes and Wbrnljs betolo oonstnmllen of inissis. BoOdee sod resrito,, eonesotor obeatd be adsiset of 50 Cetrorol Note, and Womb,g, betove oo,,st,uetjoei eo,rmee. 1s3 eomptsssion web bmaln0 ems, be b,stalled where shows * - AD batotal fr0o rottoliog elements cud, at temporary and penmerent bead,,0, remi be daslgned and prodded by designer of complete otnidree. Compotnis assumes no resportoibfhy for suet, broth,g. S. No teed should be appbnd to any eemporrett ,estD sit er all beaebsg end tesiesms are eserpteie. and at no time otursid any leads greotre than desIgn toads be applied to any 000lpootant. G. Coorp2nm No no control eye, mid essumes no rerpensArtflty for the fsf,tbeatlan, hatsolbig, shmratt and fr.gttion of component,. 7. This design Is Ormistied sebfest Is the liedtotlo,m or, bum designs set forth by the ItOss flOe betthme bt'Braths, Weed mesas. Mal-, seepy of what, roll be furnished by Cowpt4nat span .eqtaesl. DATE: 11/17/2004 DES. BY: SEQ.: 2001409 11111111111111 11111 1111111111110111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 , OF #2 1-4 BOTTOM CHORDS: 2X OF 02 1-3 WEBS: 2* 4 OF STAND 1- 4 TC LATERAL SUPPORT <= 12"OC. UON. BC LATERAL SUPPORT <= 12'OC. UON. TRUSS SPAN 247 .00 LOAD DURATION INCREASE 1.25 SPACED 24.0 D.C. LOADING LL( 16.0) -fULL (4.0) ON TOP CHORD 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSFX TOTAL LOAD = 40.0 PSF* M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. -- UBC 97/IPI SINGLE MEMBER FORCES 4WR00 T 1= -1713 B 1= 1599 N 1= -285 1 2= -1488 B 2= 1138 N 2= 403 1 3= -1488 B 3° 1599 N 3= 403 T 4= -1713 N 4= -285 LEFT = 840 RIGHT = 840 BEARING AREA REQUIRED (SO. IN) JOINT I 134 OF 2.07 NF/ 1.98 SPI JOINT 5 1.34 OF / 2.07 HF / 1.98 SP) MAX IL OEFL = -.068 B 5 L/240 = 1.171 MAX IL OEFL = -.140" B 6 L/190 = 1551 MAX HORIZ. LL DEFL .0220 @ 5 MAX HORJZ. IL OEFL = .0480 B 5 12-00-00 . 12-00-00 1' 12 r..A.4] 12 400E X -~iil fill i-oo-oo '': 12-00-00 S 24-00-00 - Scale: 114' General Notes, unless otherwise noted: Design to support bade as shown. conforms to UBC-97 Anver: 1 .09 (IL) -W 005i9n assumes the top and bottom cho,ds to be laterally braced 2-0 s.c. and at 12'O' ac. respectively. 2x4 Impact bridging or lateral bracing required Where shown + i Installation of truss is the recporsibiljlv of the respective contractor. Design Jmes Trusses are to be usea in a non-corrosive environment. and are for dry condition" of use. Design assumes lull bearing at all supports showr,. Shim or wedge if necessary. us -Inc. Design imss adequate drainage is provided. B. Plates shall be located on both laces of trues, and placed so their center tines coincide with joint usrrter litres. eesurocmess, - taGOrtEtSoD - corapurta e,61 Digits indicate site of plate in inches. For basic design values of the Cemputrue Plate, indicated by the prefix C. see LC.B.O. R.R. 4211. The Computrus Net Section Plate is indicated be the p,efii' CN'. ito designator 118) indicaTes lB go. material is used. All others are 2090. 4R4 - Vp ll DEIAIL FOR CONVNIIOMMLY FRAMED VALLEY 1111. EurnpuTru Inc.ALICYJACKS brAcED24 DC cieinsr tinhloexceene a SEE ORRAF1IRSPAS1IALE%HIDEfl APPRDPRIA1ECSI lOADING Manufacturing • Enginaering Computer Sysie,ns IBCR2 2*4* JACK POS18 - *fs YORE PlACED UNDERVALIEVIACKSAI tin MORE luAu W IF o c A)JD hAS II) - O JACK P1)511)15. - JACK PUIUINS . 24v4-lT SPA1E1ING OVER INnEE TRUSSES UNDERHEAUIAHD rAP.AILEI. TO VAlLEY . '. JACKS To IMlICH TIlE JACK POST SLIPPOkIS ARE HAIl ED. RIDGE BOARD uineinu 2*8 NO 2 HEM FIR RIDGE POST . 2*4*10 SE PLACED UNDER RIDGE BOARD AT 110 MORE T1LAIT 5'.Ir v AND . - NAILERTD RID GEPURIIH A1 - RIDGEPLJSLIN - 2*4MIDSE1ENG1HISrn THE VALLEYWTD11IA1 TIM POIn1 INDICATED 8YARIDGE POSE I -• Vaby.bcks RIDGE BOARD at 2,r wt )GPER END L GABLE END TRUSS c Ridge L Jack SECTION A A 110-2783 Valey Pad Jack ILo! Mote. Aftctk ,5geI)ack p*n8ns to pods wdh 3- 16d nallo Ridge Ptmfn Jack plain II I FILE NO CALIF FILL DETAIL Ci-ii 1LJ_Ii __ DATE 01/01/98 : REF: 25.15-1 DES: Sc A J SEQ S151509 %JnC97 I liii II LIII - - I llhII SIll 1111111111 I Nil I LIII LUMBER SPECIFICATIONS - 29- 8- 0 GIRDER TRUSS SUPPORTIN'3 32- 0- o - UBC 9711P1 2 IEMBEP FORCES 411000 LOAD DURATION INCREASE25 + 1 1= -13102 B 1= 12330 W i' 2305 SIZE SPECIE GRACE PANEL IS I 2= -10152 B 2 11338 W 2= -2105 TOP CHORUS: LOADING I 3= -10150 & 3 026 If 3= 3456 2r 4 OF 92 ' 1 4 -13102 B 4= 11338 11 4= 3465 BOTTOM CHORDS: TC UNT LL( 320)IDL( 28.01= 60.0 PIE 0' .OTB 20 8.0' VERT . 85= 12328 II 5= -2106 2x B OF 11 1-5 - BC UNIF LL( 210.0) 4DL( 295.0)= 505.0 PLF 0° .O 1020 8.0° VERT WEBS:. -' - 2x 4 OF' STAND 5 2 I coplete trusses required. LEFT 5535 RIGHT 5638 Join ogsther.N1th-3 x.131 OtA GUN nails staggered at It LATERAL SUPPORT C= 12 '00. LION. 12' DC throughout tGP chords. SEARING AREA REBIJIRED ISO- IN) BC LATERAL SUPPORT <= 12°OC, LION. 5 cc throughout bottom chords. JOINT j 9.34 OF / 14.42 HF 1 13.74 SPF :--- 12 cc throughout webs. . JOINT 5 9.34 OF 1 14.12 HF1 13.74 SPF * Woe: Stagger splices on adacert members. MAX IL DEFL -109" 8 7 L1240 1004° MAX IL DEFL = -.394" 97 L/180 = 330' MAX HDREZ. LL DEFL .031' @5 MAX HOJUZ. IL DFFL = .073° 8 5 - . COND. 2: 2000.00 LOS DRAG LOAD. 10-04-00 •- 12 c-556 121 4.00 4.00 - 4 C-5X14.5 031 -3x4.3 C-30J C-10.7 C-3x73 C-3x4.3 'N.44O6 1 CN-7x1t.9IS) 4"t tt*'t ,3107 1* C-70.7 - jE required __ heal (sII .hJ' j_. •____k_ 10-DD-00 - ______ OF ?0-D-H-00 Scale: 1/4" I 0B NAME- U ' slats, Geaepal Motes, unass olPs,rwts aic-toif: - 1. lo..1 l Cmo..d Nonon ond Wsocg. blisS, shown. ID ajppo D!OI9T) it leads 40 ronfnrUs to UBC-97 Artver: i .O0(IL)-W Dasnm1esLho4rop6nd bottom cJIord3Lo atoiraS rate ps. 2°-O a.e. 4WHI at 12.D' e.o.4pesoll,cIy. 1X3 4*.510fl o5 boad9 10051 bo*1lIII1ed %w510d10*10 I. 3. 2x4 rrn.act beidraig or Miaral bracsng ratuirrt Whro she wa + ii3. 4, Installation of trum IS Ilte rezpot 111110 11w D eespechvc 0001,4040,. DATE: 11/30/2004 S. es S 0 igri aasurnas trutoes are to be ascd in a rinn-rreewe crreiranmenl. 3(4 hit dly nanthiion of Use. DES. BY: - CoepUraus-Mm eowop,wt00*lUre,J, bratãi. No l0oddifdb, appfr my S nenr.e,i until after biothi S. Design oJnies Mit b.aring ii all atpjierts shown. Shins or wif9r if flC50004P11. - o.o oi5p4oL. ond arm, iOn, .ImosS oon 1oo 4040linlhesd..f00 7. Denlgn awumes adeipatre drainage is jirovidod. 5. Patan shall III hicatod on bath faces ot leans, and phasod so IPieir cOnic, 510 2018125 - 201 . any =iWi1. S. C.i nasiut no orOmi ons, and ..iuunrns iio ratpondbDnj for 1l L°ies coincide with joesi carder lines. oigits indicate sane at plate ri Inslo. ess, 5-00w-a3 N3s,1500 4.4--a o, pcneii.. For basis dasigavalies or thc tampurnas Plain. 1r4S,atod by the prcfw J Sib datyn 5.oatd .id4n ro ISe IlMOanc an buS, dNtgeo 'ni 4I'Ith I.C. B.C. BR. 4211. by i1i I,uo. I... b,iim*n W0,..th*4 Wood Tej,oei. 145-9V. w-pli Ii. The tomp1rus Bet S:tln Plato Is indic1ed liv lisa prolix 'CN' the .bat, ni51t. U.bat by Co.,pobui upooroqawi. designator (l8llnd,caten 19 ga. materill is used,AA othata are 0 ga. ii LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANE1:1S) TOP CHORDS: 2x4 OF #2 2.3 2x 4 OF #IEBTR 1. 4 BOTTOM CHORDS: 2x4 OF 02 1-4 WEBS: 2x4 OF STAND 1- 5 IC LATERAL SUPPORT <- I2'OC. .UDN. BC LATERAL SUPPORT <= 120C. DON. I 111111011111111111111111111111111111111111 TRUSS SPAN 32'- .00 UOC 97/IPI SINGLE MEMBER FORCES 4MRGD LOAD DURATION INCREASE 1.25 1 1= -2396 B 1= 2246 N 1= 90 SPACED 24.0' D.c. 1 2= -2559 B 2. 2246 N 2= -717 - . - T 3= -1659 B 3= 2246 N 3= 578 LOADING 1 4= -2396 B 4= 2246 N 4= -717 LL( 16.0)-tOLl 14.0) ONTOP CHORD = 30.0 PSF N 5= 90 DL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD 40.0 PSF* -LEFT = 1220 RIGHT = 1120 *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. - BEARING AREA REBLJIRED (so. IN) JOINT 1 1.79 OF 2.77 I-IF / 2.64 SPF JOINT 5 1.79 OF / 2.77 HF / 2.64 SPF MAX LL DEFL = -.132° P 7 L/240 1.571° MAX IL DEFL -.269' N 7 L/I80 = 2.094° MAX HORIZ. Li DEFL = .046° N 5 MAX HORIZ. IL DEFL = .*1010 9 5 16-.q.p.Q 12 C-4x43 12 flflfT =IA nn cr( NIfL48D6 * o \3hA07) r ' -. Scale: 3116 .Pflfl MAk4C fl, - C-50.7SJ - . 32-00-00 -Lwedgq requ at- heal E - DATE: 11/17/2004 DES. BY: SEll.: 2001411 General Notes. unless otherwise noted: 1. Read on Geresottlotes eadWawbrgy beta,. rooylmstbe, olommey. R,dtdw 1. Design to support loads an shown. Design conforms to UBC-97 AnVer 5.09 (IL) -W 2. and vresttnn c ttantoa nho,dd 0, ad,-bed of aD General yey and w.me, Design the bottom laterally assumes lop and chords to be braced at 2'-t) 0.0. and at 12-0 u.c. respectively. 1,3 s,,e,on web besalpe moat be Instated where shown 1 3. 2x4 Impact bridging or lateral bracing required where shown . 4 - 4.40 toned roreseroisibry ateorerros nest, en 'rwoao", and poertan000 bradyg. : ev[nt, Iman be dnstg.,ed and peonkled by denie at eserptete sinretore. and are for dry condition* of use. - Cnnrpatroa onsames no rwpetrsg.Sry Ca, wth brathng. No tood skovtd t. app On any notopogent ores otter a beastog ona S. Design assumes full bearing at all supports shown. Shim or wedge it - necpssary . Inc. S. cmpu rus i fata,ne,s are satlrplate. and at 'to time stwat any loan greeter 7. Design assumes adequate drainage 0 provided. - 8. Plates she! be located an both laces of trues. and Placed so their center toads be appbed to any eomponnnl. Computes loan no nern000 new and ensaroos no m norJblDry for the s. Dilines coincide gits ith joint cemer lines. raaravactwsarc . OOtoDOitritltl. C0OPrJrB1 ersTtes tobdestlon. f-0.1.nhoneyg and tion n! n.,oponwrts. 10. For basic design values of the Computtus Plate, indicated by the prefix Tim di, to adJoot to the 0wbOo.w, man .brsbrrco sat both °C. see l.C.B.O. R.R. 4211. by the T,-Plate tnolinrtn b,te0cm9 wood Tresses, im.ot. a espy It. The Cermrputnin Net Section Plate is indicated by the prefer CN. the - width will be tarnished by Compnrmrs open saa,sr, designator (18) indicates 18 ga. material is retest. All others are 20 90 , • -- - 1111191 3 /3'7Lff 111111111 Hill Iff 111111111 LUMBER SPECIFICATIONS - TRUSS SPAN 32- .00- UBC 97/TPI SINGLE MEMBER FORCES 4RGD V LOAD DURATION INCREASE 1.25 + I 1= -31 9 1= 2920 N 1= -267 SIZE SPECIE GRADE PANEL(S) -. - . SPACED 30.0" D.C. 7 2= -2955 B 2= 2527 N 2 322 TOP CHORDS: . V I 3= -2069 8 3= 2527 N 3= -697 2X 4 OF 02 1- 6 LOADING V - 7 4=' -2069 B 4= 2920 N 4= 915 BOTTOM CHORDS: LL( 15.0)+DL( 140) ON TOP CHORD = 300 PSF - V 1 5 -2856 N 5 697 2x4 OF 92 i 4 V DL ON BOTTOM CHORD 10.0 PSF* . 1 6= -3136 V N 6= 322 WEBS: V TOTAL LOAD = 40.0 PSF* N 7= -267 2* 4 OF STAND 1- 7 . V K5 PSF REDUCTION TAKEN ON V BOTTOM CHORD. AXIAL STRESS ONLY. LEFT = 1400 RIGHT = 1400 TC MAX PURLIN SPACING 32"- DC. LION. BC MAX P)JRLIN SPACING 120' DC. [JON. . - . V . BEARING AREA REQUIRED ISO. IN) - . - JOINT 1 2.24 OF / 3.46 HF / 3.29 SPF V . . . . JOINT 7 2.24 OFt 3.45 HF / 3.29 SPE V . •: MAX LL DEFL = -167" B 9 L/240 = 1.571 , . . . MAX IL DEFL = _.363e B 9 L/180 2.094" V V •• . MAX HORIZ. LL DEFL = 057 B 7 - MAX HORIZ. IL DEFL 122" B 7 - - . 16-00-00 1' 16-00OO . 12 . 4. 00 to C-5x7.7(S) Scale: 3116 - _B NAME: DEABA 32-00-00 . . - Ige requirecl t heel (sj . - - This des]Qn prepared from computer input byOCEANSIDE TRUSS. INC. - - WARNS=: Genend Notes, unless otherwise noted: 1. Read all Gesoeal Not esead W.mthn beforeasnowle,,elOossw. 1. Design to support loads as shown. Dsin conf ores to UBC-97 AnVer: LOQ(1L) -W 2. RSotdr, and weedos nootmese shwed be adeoted of all Gaswsl Noim and Design assumes the lop and bottom chords to be laterally braced at a wtoeat.o .. 2x4 lrnpletac Instal on lbidgg or lateral brcing truss is the 4i1ed where shown + + : l the re ciiyo contractor. DATE: 11/17/2004 V . 4 toeeeeentsti,q med be deognod altd provided by desIgnee of Complete and are for "dry condition of use. DES. BY: i9.ai, o No _ S. Dew ,as,sumes hill bearing at all supports shown. Sites or wedge 1 Corn Trus Inc. and M no time ,batdd an, toads greatce Than = :, meS adequate drainage is pfo~ided. placed so their center 21)01412 hm* be applied 10 anySEQ.: 8. no =es ow, m Sywnew n tee The fires coincide with joint canter lines. teatiwACtuserO riwnerear. COMPUTES SEStEOS - harsdtng. sldpmoat ned bw1a1ion otcomo,rmsto. - 10. For basic design values of the Computrus Plate, indicated by the prefro 1 This deogn is S bedsrsbfoott The inetatlons tooss dwigna ..et torth 'C'. see l.C.B.O. R.R. 4211. by the Teas, Pbt, brolinite bs'OoneMg Wood Tnos5. }tta.&i, a nepy St . 11. The Computrus her Section Plate is indicated by the preflo CN, the which 8 be lunedred by ceognanos open rorpesi. designator 118) snd,cates 18 go. material is used. All others aPe 20 ga TRUSS SPAN 32'- 0.0° LOAD DURATION INCREASE 25 SPACED 24.0' D.C. LOADING LL( 16.0)-fDL( 14.0) ON TOP CHORD 30.0 PSF DL ON BOTTOM CHORD 10.0 PSF* TOTAL LOAD = 40.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY. 8C CONC LL-'DL= 75.0 LBS B 16- OO' LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x4 OF #2 1-6 BOTTOM CHORDS: 2x4 OF 02 1-5 WEBS: 2x 4 OF STAND 1- 9 TC LATERAL SUPPORT <= 12'OC. LION. BC LATERAL SUPPORT <= 12'OC. UON. 11111 IllilIllI D 4e7Z4 f '7/' 1111111 I1l 11111 IIl 11111 Mu Hill lilt III UBC 97/7PI SINGLE MEMBER' FORCES 4WRGD T 1= -2719 B 1= 2488 N 1= 55 N 8° -55 T 2= -2125 9 2= 2486 N 2= -576 W 9= 55 1 3= -420 B3= 1935 W 3= 324 T 4= -420 B 4= 2485 N 4= -1577 T 5= -2125 B 5= 2486 N 5= -1577 T6= -2718 WS= 189 W7= 324 LEFT = 1157 RIGHT 1157 BEARING AREA REGUIRED (511. IN) ORG 0'' 0.0° 185 OF-/ 2.05 HF I 2.72 SPF ORG 9 32'- 0.0' 1.05 OF / 2.85 HF / 2.72 SPF MAX Ll. DEFL = -0.142° 9 18'- 9.5° L/240 1.571' MAX TI. DEFL = -0.295° @ 18'- 9.5° L/IBO 2.094' MAX H011LZ. LL DEFL = 0.051' 9 12 MAX HOflIZ. IL DEFL = 0.107' 8 12 1' - _16-00-00 - ._. . - c..: - 16-00-00 ..- 12 C-25x43 12 - C-44.3 -z-_14 . 00 4.D° C-3x6 C-3x5 + - 2x4 Brace 4j.3 -. 2.5X Ij ru . _I5T c:i L c -46 C-1.5x2..5 C-46 C-3x6(S) C-4x6 - C-1.5x2.6 C-46 16-00-00 ._16-0000 ..-__i i -- -------.--. •.-: Scale: 3/16 . - ~Sov ES 0. j317 * fjdge required jjs) WARNINCw 1. Rnodall Ge eslNoneandWarnr,ps belerecoantmstionsflnasca General Notes. unless otherwise noted: 1. Design to support loads as shown. Design conforms to UBC-97 AnVer: 7.1.2F (10 -F 2. Bond-and --11-50105at5. shsrdd be odobed ol 00 G.ssat Netre arid 2. Dstgn assumes the top and bottom chords to be laterally braced at W-da before cow ustlon esm,rrer - 2 153 -pre-1- wth b,ostrW nset be seesaw where theme 2-0 D.c. and at 1 2'-O' s.c. respectively. 3. 2t4 Impact bridging or lateral bracing required where sho + shown -f 4. Installation of truss is the responsibility at the respective connector. - - DATE: 11/17/2004 4. Al) lateral foreecedstbrg eleeserde sridras lempataly and permanent brathrg, 5. Design assumes trusses are to be used in a non-corrosive environment, mew be desl5rtod sod provided by da00-es of -pier.sThretwo. and are for 'dry condition' of use. DES - BY: ,A7ib/ coo,patns sosseas no merpocnlb*ty Ice easir brad,,g. S. No load oI000ld be appted to ony compoeerrt redo alter all brestog sod S. Design assumes full bearing at all supports shown. Shim or wedge it I1OCatY_ - L22 SEQ.: 2001413 .- teo1ens ore ooet7le, and 01 00 tIme oboosI any losdo r ties design Design assumes adequate drainage is provided. loads be appilod tote o., ooaeoniot. Plates shall be located on both faces of trues, and placed so their canter 6. Coorpirlaus Ises no control noes and as5Om lirtes cotnctde with joint canter lines. Digits indicate size of plate in inches. - C' em l.C.B.O. R.R. 4211. . cao.murra s,etmn tabdesijee, hsmWreg. ahipmerd ed b,slotoden of coreprrnerrts. For basic design values of the Computr,js Plate, indicated by the prefix 7. lIds design Is lsmrkihod errbfoes to Ito. Oroiratloas no these desIgns sot tatto ' ' by the truss Plate bnthsree In'Thdsp Wood T-, HB.91', a copy or 11 ThaCompcmus Net Section Plate is indicated be the prefix CN' themIdds be Irentetood by Coepsasnes spen ,ee, designator indicates 1181 18 go. material is used. An others we 20 ga. FILE NO: BLOCKING DETAILS DATE: 61JD18 REF; 25.15-1 DES: SC SEQ: S151507 UBC-97 TRUSSES SPACED AS I nmpuTrus. Inc. REWIRED ESemComputer. aft- - DOUBLE TOP PLATE -II- - F -I - 1 - MAIL miSS TO SPACER BLOCK LMTh 2-lEd NAILS PARALLEL ONE SIDE, IOPLll. INUE TO WV PLATE MTH 2-164 PlAItS 3-164 NAILS OPPOSITE SIDE r}ISDUZN SPACER BLOCK INTO A -(OP PLATE -i-rr- rL I A 2-164 MAILS INTO TOENAIL 2-IGdNAI CAVE BLOCK INTO EAVE BLOCK ST1JOESPACEDAS REQUIRED I— - 'SECTIO)JA-A — AlTERNATE EXTERIOR WALl. DETAIL EAVE BLOCK VWH 2-16d MAILS PARALLEL ONE END. 2-16d NAILS TOEMAILED EA _______ OPPOSITE END. .-. • _______ SPAC 16d ER BLOCI(WTh SEE PIAHEJG REQUIREMENTS s_b0_ FOR SIMPSON LOS CONNECTOR. fl I DP DP - - XD) ERNGP lION PERPENDICULAR TO1BUSSES compkirrus lnc TRUSS Uanufac1uIjn9 Enmneeimg Compute; Systems - BOTTOM CHORD TRUSS CLIP OR I-15d)aw OR - A EQUAL SECflONA-A - -- 2X4 BLOCK ATEACIIED Will-I -16d - - a 2LOCXSPACED24ic1YPICAL - MAILS AT EACH END TRUSS 1) 4—j - - 6DTTOM CHORD U - U SECTION a-B- NON-BEARING PARTITION PABALLELTO TRUSSES - TRUSSES SPACED AS REQUIRED ®MAIL TRUSS TO ¶ SPACER BLO, CK BLOCK - HAIl. SPACER - - - BLOCK TO TRUSS 3-15d IP)CAL Q SET NEXT TRUSSAND BACK NAIL AFTER ALL TRUSSES ARE ERECTED _ C PLATE - - ---- -- SECTION C C - - - - EXTERIOR WAIL _- - - - FILE NO: CONNECTION DETAILS ri;tp 1 ri - L DATE: o1A1/98 REF: 25-15-1 - DES: Sc SEQ: - S1515D5 tJBC-97 2 X OVERHANG (MIN.) OVERHANG DESIGN CRITERIA MOMENT: (W)(L2) <- 1.25 (2)(FIJR)(S) DEFLECTION: (3)(LL + K(DL))(L4) -< DEF (24)(E)(J) SECTION PROPERTIES 0 DEFLECTION: 2x4: 3= 3.063(!N)' / = 5.359(17V)4 K = 0 FOR DL < .5 LL 26: S = 7.563 (IN)'. I = 20.797(iN)4 K =I FOR DL > .5 LL 2x8: S= 13.14 1 (IN)' J = 47.635(IN)4 DEF = U240 111111 11111 liii /EjTRuTrusInc. Manufacturing Engineering Computer Systems M s 11111111111111111 II II!II HIll 1111 liii MAXIMUM ALLOWABLE OVERHANGS FOR TRUSSES AND RAFTERS LOAD DURATION INCREASE = 1.25 SPACING = 24 O.C. FILE NO: Max. Overhang Chart DATE: 01101/98 REF: 25-1 DES: SC LIVE LOAD (PSF) 20 20 16 16 16 DEAD LOAD '(PSF) 8 15 7 14 19 TOTAL LOAD (PSF) 28 35 23 30 35 SIZE GRADE SPECIE 6 FBR MAXIMUM OVERHANG 2x4 #2 HF 1.3 1466 3-5' 2'-1 0' 3-8' Y-0-:2-10" #1 HF 1.5 1639 3'-7' 3-0' 3'-10" 3-2' 3'-D' SS HF 1.6 2415 3'-& 3-1' 4'-0' 3'-3' 31-1' #2 DF 1.6 1509 3'-8' 3-1" 4'-0' 3'-3' 3'-1' #1 OF 1.7 1725 3'-9' 3'-V 4-0' 3-3' 3-1' #1&BTR OF 1.8 1984 3'-10' 3'-2' -4-V 3-4' 3'-2' SS DF 1.9 2501 3'-1 l' 3-3' 4-2" 3-5' 3-3' 1450F HF 1.3 1668 3'-5' 2'-1 D- 3'-8' 3-0" 2-10" 1650F HF 1.5, 1898 3'-7' 3.0' 3-10' 3'-2" 3'-O' 1800F HF 1.6 2070 3'-8" 3'-f 4-0" 3'-3" 3-V 1950F HF 1.7 2243 3'-9' 3-1" 4'-0" 3'-3" 3'-l' 2100F HF 1.8 2415 3'-10" 3-2' 4-1- 3'-4" 3'-2" 2400F HF 2.0 2760 4'-0' 3-3' 4-3' - 3'-5' 3-3" 2x6 #2 HF 1.3 1271 51-5' 4'-6' 5-10" 4'-8' 4-6' #1 HF 1.5 1420 5-8' 4-8' 61-1" 4'-1 I' 4'-B" SS HF 1.6 2168 5-9' 4'-10' 6-3' 5.1' 4'-10' • #2 OF 1.6 1308 51-9" 4-10' 6-3' 5-1" 4'-10' #1 - OF 1.7 1495 5'-1 1' 4-11' 6-4' 5-2' 4'-ll' #1&BTR OF 1.8 1719 6-0" 51-0' 6'-6' 5-3" 5-0" SS OF' 1.9 2168 6'-l' 5,-i' 6-7' 54' 5-11 1450F HF 1.3 1668 5-5' 4-6' 5'-10" 4-8' 4-6' ISSOF HF 1.5 1898 5-8" 4-8' 6-1' 4'-i l 4'-8 1 800 HF 1.6 2070 5-9" 4'-10" 6-3' 5'-l' 4'-10' 1950F HF 1.7 2243 V-1 1" 4'-11" 6-4' 5'-2' 4'-IV 2100F HF 1.8 2415 61-0" 6-0' 6-6' 5-3' 51-0" 2400F HF 2.0 2780 6-3' 6-2' 6'.8' 5-5" 5'-2- 2x8 #2 HF 1.3 1173 7'-l" 5'-1 I' 7'-8' 6'-2" 5-11' #1 HF 1.5 1311 7-5' 6-2' 81-0' 6'-6' 6'-2' SS HF 1.6 1932 7'-7" 64' 8'-2' 61-8" 6'-4" #2 OF 1.6 1208 7'-7" 64" 8'-2' 6'-8' 6'-4" #1 DE 1.7 1380 7-9" 6'-5" 8-4" 6'-9' 6-5' #1 &BTR OF 1.8 1587 7'-1 1' 6'-7' 8'-6' V-11- 6-7" SS OF 1.9 2001 8-1' 6-8' 81-8' 7'-l' 6'-8' 1450F HF 1.3 1668 7-1' 5'-11" 7'-8' 6'-2' 5'-1 l" 165DF HF 1.5 1898 7'-5' 6'-2" 8-0" 6-6' 6'-2' 1800F HF 1.6 2070 7-7" 6'-4" 8-2" 6'-B" 6'4' 1950F HF 1.7 2243 71-9" 6-5" 84' 61-9" 6'-5' 2100F HF 1.8 2415 7'-1 1" 6-7" 8'-6" 6-I1' 6'-7" 2400F HF 2.0 2760 8'-2" 6'-10' 8'-10' 7'-2' 6'-lO' ERTIICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R Project Title ..........1163 Oak Date. .10/09/04 10:16:44 Project Address ........1163 Oak Avenue Carlsbad, CA 92008 *v601* 1 Documentation Author David McKinley I Building Permit 4 I McKinley Engineering 608 Hilo Way I Plan Check / Date I Vista, CA 92081 760-414-1992 Field Check! Date I Climate Zone ...........07 Compliance Method......MICROPAS6 v6.01 for 2001 Standards by Enrcomp, Inc. MICROPAS6 v6.01 File-0AK1163 Wth-CTZ07S92 Program-FORM CF-1R I I tiser#-MP1707 User-McKinley Engineering Run-1163 Oak GENERAL INFORMATION Conditioned Floor Area .....2550 sf Building Type ..............Single Family Detached Construction Type .........New Building Front Orientation Front Facing 236 deg (SW) Number of Dwelling Units 1 Number of Stories ........... 2 Floor Construction Type Slab On Grade Glazing Percentage .........15.1 % of floor area Average Glazing U-factor 0.61 Btu/hr-sf--F Average Glazing SHGC.......0.65 Average Ceiling Height: 9.5 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing ------------------------- Total Assembly Type Type R-value R-value R-value U-factor Location/Comments Wall Wood R-13 R-0 R-13 0.088 Door None R-0 R-0 R-0 0.330 Roof Wood R-19 R-0 R-19 0.050 Floor Wood R-13 R-0 R-13 0.046 SlabEdge None R-0 R-0 F2=0.760 SlabEdge None R-0 R-0 F2=0.510 FENESTRATION ------------ Over- Area U- Interior Exterior hang! Orientation (Sf) Factor SHGC Shading Shading Fins Window Front (SW) 10.0 0.600 0.650 Standard Standard Yes Window Front (SW) 20.0 0.600 0.650 Standard Standard Yes Window Front (SW) 10.0 0.600 0.650 Standard Standard Yes Window Front (SW) 6.7 0.600 0.650 Standard Standard Yes Window Front (SW) 6.0 1.040 0.760 Standard Standard None Window Front (SW) 6.7 0.600 0.650 Standard Standard Yes Window Front (SW) 10.0 0.600 0.650 Standard Standard, Yes Window Front (SW) 20.0 0.600 0.650 Standard Standard Yes City Of Carlsbad CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: •'c-10.t-- Building Permit Plan Check Number: Project Address: A.P.N.: 'cç 02.e— l-° Project Applicant IV (Owner Name):' Project Description: Building Type: Residential: Number of New Dwelling Units I Square Feet of Living Area in New Dwelling 2J6S o Second Dwelling Unit: Square Feet of Living Area in SDU Residential Additions: Net Square Feet New Area Commercial/Industrial: Square Feet Floor Area City Certification of A / Applicant Information: Date: SCHOOL-DISTRICTS WITHIN THE CITY OF CARLSBAD - sbad Unified School District San Marcos Unified School District 6225 El Camino Real 215 Mata Way Carlsbad CA 92009 (331-5000) San Marcos, CA 92069 (290-2649) Contact:Nancy Dolce (By Appt. Only) Encinit ool District San Dieguito Union High School District 101 South Rancho Santa Fe Rd Encinitas Blvd. Encinitas, CA 92024 (944-4300 ext 166) Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners. The person executing this declaration ("Owner') certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner i the owner/de el o ér of the abov described project(s), or that the person executing this declaration is authorized to Sig be If of th r. ________________Date (dy'7/e9 AML 1W3'6 Far d Avenue • Carlsbad, CA 92008-7314 • (760) 602-2/00 Revised 4/20/00 Building Counter • (760) 602-2719 • FAX (760) 602-8558 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) *************************************************************************************************** THIS FORM INDICATES THAT THE SCHOOLDISTRICT REQUIREMENTS FOR.THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT The undersigned, being duly authorized by the applicable School District, certifies thatthe developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL :. DISTRICT OFFICIAL TITLE GAYLEN FREEMAN DEPUTY SUPERINTENDENT NAME OF SCHOOL DISTRICT CARLSBAD UNIFIED DISTRICT AHOOL 3225 EL CAMINO RE ARL3BAD, CA 92009 DATE PHONE NUMBER - L LS8AO UNIFIED SCHOOL DISTRICT JEFFERSON ELEMENTARY AVIARA OAKS ELEMENTARY CARLSBAD HIGCHOOL MAGNOLIA ELEMENTARY AVIARA OAKS MIDDLE SCHOOL Receipt No. LII CARLS&40 VILLAGE ACADEMY CA LA VERA HILLS SCHOOL ID PACIFIC RIM 17330 VALLEY MIDDLE SCHOOL F-IKELLEYSCHOOL CALA VERA HILLS MIDDLE SCHOOL BUENA VISTA SCHOOL HOPE SCHOOL OTHER RECEIVED FROM: (If Applicable) PARENT OF I ' OaK. 1°\-er' PS0I\44- Q05- b-3L--OO PAYMENT FOR: ACCOUNT NUMBER DATE: AMOUNT _$ - $S '77 (00 _$ _Re RECEIVED BY CASH - CHECK #I5 TOTAL :5iTh /0-,211X- - ca1 e c/fl (2/ /y 1.~lloolo4 / a1-tr?1cE 1- -r- /P 7 /o 15SMQ-O HEiTH DEPT HAZ EAT /AIR QM TO OTHER ERTR scp4Oc. FORM ccD FORM E1UWOIIKSHEET &G FEES COMPLETE I 4-°L PLmNI OThER 8EROSTR To FIM