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2662 GALICIA WAY; ; CB012647; Permit
of Carlsbad C 1c, ,'O OOO 1635 Faraday Av Carlsbad, CA 92008 01-07-2002 1 Residential Permit Permit No:CB012647 Building Inspection Request Line (760) 602-2725 Job Address: 2662 GALICIA WY CBAD Permit Type: RESDNTL Sub Type: SFD Parcel No: 2161804600 Lot#: 90 Valuation: $305,181.00 Construction Type: VN 'Occupancy Group: Reference #: '# Dwelling Units: 1 Structure Type: SFD Bedrooms: 3 Bathrooms: 2.5 Project Title: MOFFAT RESIDENCE SFD 3335 SF, GAR 460 SF, DK 575 SF WRIGHT SAM ' "2911 STATE STREET ,'' CARLSBAD CA 92008 760-720-7631 Status: ISSUED Applied: 08/09/2001 Entered By: JM Plan Approved: 10/30/2001 Issued: 01/07/2002 Inspect Area: Plan Cheb .i'07'02 0002 01 02 COP 1690509 Owner: MOFFAT JERRY 1339ALCYONCT CARLSBAD CA 92009 Total Fees $17,672.77 / Total Payments To Date $767;68 Balance Due $16,905.09 ( \ Building Permit ; / $1,181.04 . Meter Size / AddI Building Permit Fee / ,$0.00 AddI Recl..Wàter Con. Fee \ $0.00 Plan Check ,' I ,y$767.68 , Meter Eee \ \ $0.00 AddI Plan Check Fee / $0.00 'f. Fee SDCWA $0.00 Plan Check Discount i\.i$0.00 ' CFD Payoff Fee $0.00 Strong Motion Fee --$30.52 j-" PFF 'i)', ,- -... $5,554.29 Park in Lieu Fee (c"\ $0.00 ç'PFF (CFD Fund) /\\ $5,127.04 Park Fee - $0.00 License Tax '.i j $0.00 LFM Fee '*.00 License Tax (CEp Fund) - $000 i Bridge Fee. \ ,Z, \ /$530.00 -, - Traffic Impact Fe \ j -j' $432.00 Other Bridge Fee .. ) $000 ' Traffic Impact (CFD Fund) -.:'--T) $48800 BTD #2 Fee BTD #3 Fee \ - \ $0.00 \ ' Sidewalk Fee . j Thj PLUMBING TOTAL c-) / $0.00 $182.00 çLj)\ \ Renewal Fee \ N$O.00- ELECTRICAL TOTAL \5 / $60.00 AddI Renewal Fee . $0.00 MECHANICAL TOTAL / $70.00 Other Building Fee \ > ) $0.00 /$0.00. Housing Impact Feé'\\ / . $2,925.00 $0.00. Pot. Water Con. Fee \ / . f • Housing lnLieu Fee / / I . Meter Size Addi Pot. Water Con. Fee .-/ r / N, $0.00 Master Drainag.e Fee / . Sewer Fee $14.40 $0.00 7/ . . Red. Water Con. Fee N $0.00 / Additional Fees ,.-" $0.80 TOTAL PERMIT FEES $17,672.77 Inspector: FINAL APPROVAL Clearance: -'- Date: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. if you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, setaside, void, or annul their imposition. - You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. FOR OFFICE USE ONLY. PERMIT APPLICATION PLAN CHECK NO (J?ô 124~'r'7 'CITY CARLSBAbBUILDINGDEPARTMEN1 EST-VAL..: 1 635 Faraday Ave., Carlsbad, CA 92008 ,Pan Ck. 9Posl. ,7 7 Validated B' Date_______________________ 71 PROQTJNILQ Addr $ inlude Bldg/Suite #1 Business Name (at this address) 1/ i44—(c.IP iAn1 -. S .99p'Ø/g9/g1 OOo20i Legal Description Lot Nd. Subdivision Name/Number - -. Unit No. Phase NtGFlotai #of-uni7 8 Assessor's Parcel # - Existing Us& - Proposed Use - 214-9 -•' -- .- - Description of Work f) po.FT. , torif * :57fy7e - * - .r-- 'U TPr'L -. -uu>'72 - Name Address - - City tate/Zip- Tniphi. # JCANT 4B Oman 76 7 -.. 2 -T• S..i' 2c Name .-. -. Address City - Stste'Zip Telephone# 0PEFff cc—r I2 Name* . Address - ' City State,Zp -- Telephone # CONR 9NIPAFjYJAME I - (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file-a signed statement that he is licensed - pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or thathe is exempt therefrom, and the basis for the alleged exemption. Any-violation of Section 7031.5 by any applicapt fora permit sibjects the applicant to a civil penalty of not more than five hundred dollars l$50011: c -S1-cLc -'r2cJ Name -- Address. -- . City. , State/Zip - Telephone # - State License # '2.7 ? ' 'S " License Pass _ - City Business License,# /'Z 0/' 2.( - - - Designer Name - - Address' City - Stat/Zip Telephone - State License # : • - - • . - - I - - - - ' J9MLADO Workers' Compensation Declaration: I hereby affirm under penalty ofperjury- one of the foll&wing declarations: - I- have ajg..wiW'n'rstntain a certificate of cnsenttó' self-insure for workers' compensation as provided by SectiOn 3700 of the Labor Code, for the performance - of the- 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 ued M worker s c&mpensation insurance carrier and policy number are lnsurance Company iV)A. Policy No. eOc' A - Expiration bate. -(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) - - - • - '-• - - , - - 0 CERTIFICATE OF EXEMPTION: ifythat in the performance of the work for which this permit is issued, I shall not,employ any person in any manner so as .,to become subject-to the Worke Comp satiori Laws of California- ,WARNING: WARNING: Failure to secure orkers' ~~coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred - 'thousand dollars ($100,000), in a iti compensation, damages as provided for in Section 3706 of the Labfr code, interest and attorney's fees. SIGNATURE •. - -. - - -' - DATE I /7(&L.__". , S ' —// - - - -. -,-•-- --- "5, "I"",- - EWNER BUILDER DECLARATIO?r ,- '-• I -i hereby affirm that I am exempt from the Contractor's License Law for the following reason: - - - -D I, as owner of the property or my employees with-wages as theirsole compensation, will do the work- and the structure is not intended or offered for sale - -(Sac: 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or, improves thereon, and who, does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or, improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, -Business and Piofessions Code :5The - ;Contractor's License Law does not apply to an owner of property. who builds or improves thereon, and contracts for such projects ith ontractor(s) licensed - pursuant to the Contractor's License Law). 0 lam-exempt under Section'-- Business and Professions Code for this reasOn: - - - - - - --------------- - -1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO - - - - I (have / have not) signed an application for a building permit for theproposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address I phone number / contractors license number): (plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major wdrk-(includ name / addres [phone number / contractors license number): _- -- _- _ I will-provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include'namë I address / phOne number /type of work): - - '•- -• - - -- - PROPERTY OWNER SIGNATURE - DATE - -- - - - Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley'TannerHazardous Substance Account Act? 0 YES 0 NO. - - Is the applicant or future building occupant requird to obtain a permit from the air pollution control, district or air quality management district? 0 YES 0 NO Is the facility to be constructd within 1',000 feet of the outer boundary of a school site? 0 YES 0 NO I1.F ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE - - REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIRPOLLUTION CONTROL DISTRICT. - - .. - - - . • ' - - - -- - - %'' -Lig - 1 hereby affirm that there is a construction lendirg agency for the' performance Of the work 'for which this permit is issued lSec. 3O97(i) Civil Cidei - - - -•- :' -' •''' - ,- - - * -LENDER'S NAME - -- - -- LENDER'S ADDRESS • . - * - - - PPITçEFICATION I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all - ,City ordinances a'nd State- laws relating to building construction. I hereby authorize reIresentatives of the' Citi of Carlsbad to enter upon the, above mentined - property for inspection purposes. 'I 'ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. - - - JUDGMENTS, COSTS AND, EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT: - , - - OSHA: An OSHA permit is required for excavations over "deep arid demolition or construction of structures over 3 stories in height.'- - - EXPIRATION: Every permit issued by the b ding 0 - i under the pr ov ions of thj shall expire by limitation and become null and void if the building or work - authorizedby such permit is not commen within - - rom da of such p it if the building or work authorized by such 'pe'rmit-is suspended dr-abanjoned - APPLlCTSSIGNATURE at any time after the work is commenc or ape o 80 ays (S /1 n 10644 Unit WHITE F YELLOW:,Applicant PINK Finance _ - - - - - '- - -: --- -- - - - --- - -- --- Inspection List Permit#: CB012647 Type: RESDNTL SFD MOFFAT RESIDENCE SFD 3335 SF, GAR 460, SF, DK 575 SF Date Inspection Item Inspector Act Comments 02/07/2003 89 Final Combo PD AP 02/07/2003 89 Final Combo - RI 02/05/2003 89 Final Combo - RI 02/05/2003 89 Final Combo PD CO SEE ATTACH. 01/30/2003 39 Final Electrical - RI T.S.P.B 01/30/2003 39 Final Electrical PD AP EMR 12/12/200222 Sewer/Water Service PD AP 09/16/2002 23 Gas/Test/Repairs PD AP 09/09/2002 17 Interior Lath/Drywall PD AP 09/09/2002 18 Exterior Lath/Drywall PD AP 09/09/2002 23 Gas/Test/Repairs PD CO NOT TO PRESSURE 08/30/2002 16 Insulation PD AP 08/27/2002 84 Rough Combo PD AP 08/26/2002 84 Rough Combo CW NS RESET FOR PETE ON TUES 08/19/2002 14 Frame/Steel/BoltinglWeldin RB CO STOP - SEE LIST ATTACHED 08/19/2002 24.. Rough/Topout RB AP 08/19/2002 34 Rough Electric RB CO 08/19/2002 44 Rough/Ducts/Dampers RB CO 08/15/2002 84 Rough Combo PD CO 08/05/2002 13 Shear Panels/HD's PD AP 08/05/2002 18 Exterior Lath/Drywall PD WC 08/01/2002 13 Shear Panels/HD's PD CO SEE NOTICE ATTACHED 08/01/2002 18 Exterior Lath/Drywall PD WC 06/13/2002 15 Roof/Reroof RCB AP OK TO COVER - TRUSSES - OK 06/12/2002 15 Roof/Reroof RCB CO NO TRUSS PLANS - F.N. SHOULD BE lOIN O.C. (NOT PER PLAN). 03/22/2002 11 Ftg/Foundation/Piers RB AP ON SLAB & 6 PIERS 03/20/2002 11 Ftg/Foundation/Piers RCB NR NO SOILS REPORT 03/14/2002 32 Const. Service/Agricultural RCB AP 03/13/2002 11 Ftg/Foundation/Piers RCB PA OK TO POUR STEM WALLS AT GARAGE 03/13/2002 21 Underground/Under Floor RCB AP OK TO COVER 03/06/2002 11 Ftg/Foundation/Piers RCB PA FTGS AT LOWER LEVEL- OK GROUT AT 4&2A-OK 02/13/2002 11 Ftg/Foundation/Piers RCB NR NO SOILS REPORT, NO SURVEYORS REPORT 02/13/2002 12 Steel/Bond Beam RCB NR Monday, February 10, 2003 Page 1 of 1 City of Carlsbad 4 +Y'd Final Building Inspection Ell o CLB} Dept: Building Eneijg Planning CMWD St Lite Fire Plan Check #: Date: 0-t/29/2003 Permit #: CB012647 Permit Type: RESDNTL Project Name: MOFFAT RESIDENCE Sub Type: .SFD SFD 3335 SF, GAR 460 SF,.DK 575 SF Address: 2662 GALICIA WY Lot: 90 Contact Person: Phone: Sewer Dist: LC Water Dist: 0 Insp ted Date By: C -( 2 Inspected: ' 0 Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date - By: Inspected: Approved: Disapproved: SPECIAL INSPECTION REPORT 06 PROJECT: YY1 ö FFI JOB START: ADDRESS: /Ai-A L4 , A-0 JOB STOP: CITY: (IC/?a'iV ('4 PERMIT #: CA 0 ( Z( 't 2 PLAN FILE #: TYPE OF OBSERVATIONS: MASONRY_ REINFORCED CONCRETE_ FIELD WELDING_ EPDXY PRESTRESSED CONCRETE_ SHOP WELDING_, BOLTING_ REINFORCING STEEL_ FIREPROOFING SAMPLES: NUMBER: TYPE: Materials/Design Mb Numbers/PSI: W S7-44 /iz c2 7 Inspection Date: REPORT / (722 72OK(/ () ir (1 /s7 Z7id/ 4fti t(, t;' 2 •7? If :51f#9é 7 ,7-?:' /7- cZj/ S C-1-4'Z7Y/C S677--W S-2-72' s(/ () INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS O1HERWSE NOTED / 1 L211 4 7'J Project Inforiation: Print Name .• •• Certification# •/1'7 /ft/ Fax:() Inspector's Signature •• ENGINEERING . . DESIGN GROUP 0000ECHNICAL, CIVIL, SIRUC1000I 0 ROCKITEC1000t CONSULTANTS - FOR RESIDENTIAL 0 COMMERCIAL CONSTRUCTION 2121 Montiel Road, San Marcos, California 92069. (760) 839-7302. Fax: (760) 480-7477 • E-mail: ENGDG@aol.com FOOTING/CAISSON OBSERVATION SUMMARY . .- Date: March 21, 2002 S .: Project Name: Moffat Residence Location: Galicia Way, City of. Carlsbad, California Pier Footings a41. Prs No.n+ rtroeoc up- LZ"18- Permit No: . Referenced Geotechnical Report(s): . . . Limited Geotechnical Investigation for Proposed New Moffat Residence, to Be Located on Galicia Way, A.P.N. 216-18-46, City of Carlsbad, California Project No. 012602, Dated June 20, 2001, Preparedby - Engineering Design Group. . . Code: 1997 U.B.C. . . Observation of Summary: . . €E— :Initials A representative of E.D.G. observed on-site soil conditions. Soil conditions for the proposed foundations are substantially in conformance with those assumed in the project geotechnical report. Footings are in properly compacted- fill material. :lnitials A representative of E.D.G. observed and measured footing excavation - depth/width for the proposed foundation. Footing excavations extend to proper depth and bearing strata, and are in general conformance with recommendations . of the project geotechnical report. : kTlnitials A representative of E.D.G. measured footing setback from slope face. The. .. setback was in general accordance with the recommendations of the project geotechnical report. .•. . Comments: o+' tv.rr+ U$I. O( 6.E6'-() OSeD - Lo. . . S . Notes to Superintendent/Foreman . . . . 1. Footing/caisson excavations should be cleaned of loose debris and thoroughly moistened just prior to placing concrete. . . . . 2. In the event of a site change subsequent to our footing/caisson observation and prior to concrete placement (i.e., heavy rain, etc.), we should be contacted to perform additional site observations. . . . . . . Notes to Building Inspector . . •• . . 1. Soil compaction test results, including depth of fill, relative compaction, bearing values, and soil - . expansion index test results are contained in the As-Graded Geotechnical Report provided at the completion of grading (IF APPLICABLE). 3-21-02 - R reseift. tive of ENGINEERING DESIGN GROUP • - Date • -S... -'Job No 012602 \\Main\flle on main\Forms\4 FRM\2001\012602 MOFFAT - PER FOOTINGS.wpd-. 2-13-2002 2:25PM FkOM -- ENGINEERING DESIGN GROUP (jill R11I40ILi4 Cii itChilI LDhSiuUCjlUhl 2121 Montiel Road, San Marcos, CaIifrnia 92069- (760) 839-7302.- Fax: (760) 4807477. E-mail: ENGDG@aol.com FOOTING/CAISSON OBSERVATION SUMMARY Date: February 7, 2002 Project Name: Moffat Residen;;e Location: Galicia Way, City of Carlsbad. California Lower Level Rtairung wall Permit No: AN 1,AA 14%q Referenced Geotechnical Report(s): Limited Geotechnical Investigation for Proposed New Moffat Residence, to Be Located on Galicia Way, A.PN. 216-18-46, City of Carlsbad. California Project No. 012602, Dated June 20, 2001, Prepared by Engineering Design Group. - Code 1997U5C Observation of Summary EVlIL :lnitials A representativ of E.D.G. observed on-site soil conditions.- Soil conditions for the proposed foundations are substantially in conformance with those assumed in the 30ject geotechnical report. Footings; are in properly compacted fill material. -. Initials . A representative of E.D.G. observed and measured footing excavation depth/width for the proposed foundation. Fooling excavations extend to proper depth and bearing strata, and are in general conformance with recommendations of the project geotechnical report. . :lnitlals A representative of E.D.G. measured footing setback from slope face. The setback was in cieneral accordance with the recommendations of the project geotechnical report. Comments Notes toSuperintendentlForeman 1. Footinglcaisson excavations should be cleaned of loose debris and thoroughly moistened just prior to placing concrete. 2 In the event of a site change subsequent to our footungfcaissol observation and prior to concrete placement (i.e., heavy rain, etc.), we should be contated to perform additional site observations; Notes to Building Inspector .. 1 Soil compaction test results, including depth of fill, relative conpactiön, bearing values, and soil expansion index test results are contained in the As-Graded Gotechhical Report provided at the cop7pletlon of grading (IF APPL CABLE). __ 072 press tati f ENGINEERING DESIGN GROUP Date 'Job No. 012602 r Baker Land Surveys, Inc. 4213 Sunnyhill Drive Carlsbad, CA. 92008 (760) 729-6676 Fax 729-7803 I Certification letter Date: 2/13/02 From: Doug Baker To: City of Carlsbad - Building Department Subject: Building Line Certification for the Mbffat Residence Project located at 2662 Galicia Street, Carlsbad, CA. This letter is to inform you that I, John Douglas Baker, Licensed Surveyor 6287 set building line stakes on 1/22/02. Said stakes were set per City approved building plans and plan check #01-2647. :;oh;nD. Baker Sinc el p Q. City of Carlsbad Bldg Inspection Request I "T7) ~ For 02/07/2003 LI.'J Permit# CB012647 Title: MOFFAT RESIDENCE Description: SFD 3335 SF, GAR 460 SF, DK 575 SF Type: RESDNTL Sub Type: SFD Job Address: 2662 GALICIA WY Suite: Lot 90 Location: APPLICANT WRIGHT SAM Owner: Remarks: Total Time: Inspector Assignment: PD Phonek760453 lnspector Requested By: MULLEN CONSTR Entered By: CHRISTINE CD Description Act Comment 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs/CVs Inspection History Date Description Act lnsp Comments 02/05/2003 89 Final Combo CO PD SEE ATTACH. 01/30/2003 39 Final Electrical AP PD EMR 12/12/2002 22 Sewer/Water Service AP PD 09/16/2002 23 Gas/Test/Repairs AP PD 09/09/2002 17 Interidr Lath/Drywall AP PD 09/09/2002 18 Exterior Lath/Drywall AP PD 09/09/2002 23 Gas/Test/Repairs CO PD NOT. TO PRESSURE 08/30/2002 16 Insulation AP PD 08/27/2002 84 Rough Combo AP PD 08/26/2002 84 Rough Combo NS CW RESET FOR PETE ON TUES 08/19/2002 14 Frame/Steel/Bolting/Welding CO RB STOP - SEE LIST ATTACHED 08/19/2002 24 Rough/Topout AP RB 08/19/2002 34 Rough Electric CO RB 08/19/2002 44 Rough/Ducts/Dampers CO RB 08/15/2002 84 Rough Combo CO PD 08/05/2002 13 Shear Panels/HD's AP PD t . - * EsGil Corporation In Partnership with Government for Building Safety DATE: October 26, 2001 , U APP CANT JURIS. JURISDICTION: Carlsbad U PLAN REVIEWER 0 FILE PLAN CHECK NO.: 01-2647 SET: IV PROJECT ADDRESS: 2662 Galicia Way PROJECT NAME: SFD for Moffat . The plans transmitted herewith have been corrected where necessary., and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list -. and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The'plans are being held at Esgil Corporation until corrected plans are submitted for recheck. . . . The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. -. The applicant's copy of the check list has been sent to: 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 #: D co acted: (by: ) Fax #: ail Tel )she e Fax In Person JMARKS ase have the guardrail engineer seal and sign ails 1, 2 & 3/A4 and the calculation t. Bert Dngo Enclosures: , E'sg it-Co rporation . LI GA LI MB LI EJ fl PC 10/23/01 , tmsrntl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil 'Corporation In Partnership with Government for Building Safety DATE: October 9, 2001 El N_T S. tJU7R1 JURISDICTION: Carlsbad 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: 01-2647 SET: III PROJECT ADDRESS: 2662 Galicia Way PROJECT NAME: SFD for Moffat The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Sam Wright 2911 State Street, Ste. N, Carlsbad, CA 92008 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: Sam Telephone #: (760) 720-7631 Date contacted: '0f9/c3 i (by:F-,x) Fax #: (760) 720-7630 Mail--" Telephone FaxL-' In Person LII REMARKS: By: Bert Domingo Enclosures: Esgil Corporation GA F-1 MB EEJ E] PC 10/01/01 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 r Carlsbad 01-2647 III October 9, 2001 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad DATE PLAN RECEIVED BY ESGIL CORPORATION: 10/01/01 REVIEWED BY: Bert Domingo PLAN CHECK NO.: 01-2647 SET: III DATE RECHECK COMPLETED: October 9, 2001 FOREWORD (PLEASE READ): -. This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National, Electrical Code and state laws ': -regulating energy conservation, noise attenuation and disabled access. This plan review is based on' regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. To facilitate rechecking, please identify, next to each item, the sheet ofthe plan upon which each correction on this sheet has been made and return this sheet with the revised plans. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy.of the prior correction list, we have enclosed those pages containing the áutstanding corrections. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? UYes DNo Carlsbad 01-2647 III October 9, 2001 . PLANS Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. 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). This will be checked when all the items below are met. EXITS, STAIRWAYS, AND RAILINGS 4. Guardrails (Section 509.1): a) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. Please submit calculations. No response. . FOUNDATION REQUIREMENTS 14. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents.. No response. Please submit the final letter. . FRAMING 19. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans.. No response. Please have the engineer of work review and sign the truss layout. Carlsbad 01-2647 III October 9, 2001 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 IJ 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 Bert Domingo at Esgil Corporation. Thank you. EsGil Corporation In Partnership wit/i Government for Building Safety DATE: September 14, 2001 iVREV NT JURlSDlCTlON: Carlsbad IEWER 0 FILE, PLAN CHECK NO.: 01-2647 SET: II PROJECT ADDRESS 2662 Galicia Way PROJECT NAME: SFD for Moffat LI 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. LI 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. LII 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: Sam Wright 2911 State Street, Ste. N, Carlsbad, CA 92008 LI 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: Sam ' ' Telephone #: (760) 720-7631 Date contacted: / :-f)e I (by: c._ ) , Fax #: (760) 720-7eO Mail Telephone s.- Fax &---In Person LI REMARKS:- By: Bert Domingo Enclosures: Esgil Corporation D GA D MB M EJ M PC 9/4/01 ' trnsmtl:dbt 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 Carlsbad 01-2647 II September 14, 2001 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2662 Galicia Way DATE PLAN RECEIVED BY ESGIL CORPORATION: 9/4/01 REVIEWED BY: Bert Domingo PLAN CHECK NO.: 01-2647 SET: II DATE RECHECK COMPLETED: September 14, 2001 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification Or change. All items must be. satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Buildirig Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. To facilitate rechecking, please. identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. The following items have not been resolved from the previous -plan reviews. The original correction number has been given for your reference.- In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes DNo Carlsbad 01-2647 II September 14, 2001 PLANS Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008., (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468: Deliver all remaining sets àf 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, 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). EXITS, STAIRWAYS, AND RAILINGS 4. Güardrails (Section 509.1): a) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. Please submit calculations. No response. 5. Provide stairway and landing details. Sections 10033.3.. No response. b) Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum.. 7. Provide details of winding stairway complying with Section 1003.3.3.8.2:. No response. c) Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Carlsbad 01.2647 II September 14, 2001 . FOUNDATION REQUIREMENTS 14. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents.. No response. . FRAMING 19. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans.. No response. . MISCELLANEOUS 30. . Please show the ICBO approval # on the plan for the fireplaces.. No response. 32. Any guardrail for the bedrooms and veranda on the 1st floàr?. No response. 35. Please show the waterproofing material to be used for the decks. Please show ICBO or equal.. No response. 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 D' The jurisdiction has contracted with Esgil Corporation located at 932,0 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 Bert Domingo at Esgil Corporation. Thank you; Carlsbad 00-4083 09/12/01 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil CorpOration, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (858) 560-1468.. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. NOTE: The item numbers listed below refer to the numbers from the. previous list. These items have not been adequately addressed. The notes in bold at the end of each item are to emphasize the remaining problem. STRUCTURAL 33 Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. Provide a soil report per city requirements. The requested information was not submitted. Only the city building officer can waived this requirement. Please submit evidence that the city building department had waived this requirement for your project. 1) Provide a foundation review letter from project engineer per soil report recommendation page 12. Item 25. The requested information was not submitted. Carlsbad 00-4083 09/12/01 CORRECTIONS BASED ON REVISED PLANS: 1. Roof framing has been changed for manufacturer roof truss drawings to conventional framing. B.. Provide calculation for roof rafters, hip beams and ridge beams. Provide calculation for hip beams. Provide calculation for ceiling joist. Please include the point load due to reaction of roof hip beams. See new detail (3/S4). Revise or justify the allowable bending stress of Used in design of roof hip beams and check beams' deflection. 1) Provide calculation for 4x12 drop beam supporting reaction form roof hip beams. 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 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 Kal Tumalieh at Esgil Corporation. Thank you. EsGil Corporation In Partnership with government for Building Safety DATE: August 22, 2001 Ll APPLICANT JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 01-2647 SET:I PROJECT ADDRESS: 2662 Galicia Way PROJECT NAME: SFD for Moffat The plans transmitted herewith have been corrected where necessary and substantially comply With the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the checklist is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Sam Wright 2911 State Street, Carlsbad, CA 92008 AJ 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: Sam Date contacted: SZt- 01 (by:i.-) Mail - Telephone .- Fax In Person REMARKS: Telephone #: (760) 720-7631 Fax #: (760) 720-7630 By: Bert Domingo Enclosures: Esgil Corporation GA EMB EEJ LIPC 8/13/01 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 Carlsbad 01-2647 August 22, 2001 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 01-2647 JURISDICTION: Carlsbad PROJECT ADDRESS: 2662 Galicia Way FLOOR AREA: 3335 SQ. VI'. STORIES: TWO HEIGHT: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: August 22, 2001 DATE PLANS RECEIVED BY ESGIL CORPORATION: 8/13/01 PLAN REVIEWER: Bert Domingo FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National 'Electrical Code and state laws. regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and 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 1998 edition of the California Building Code (Title.24), which adopts the following model codes: 1997 UBC, 1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99). 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. Q Carlsbad 01-2647 August 22, 2001 . PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments; NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. 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); . GENERAL RESIDENTIAL REQUIREMENTS 3. 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. EXITS, STAIRWAYS, AND RAILINGS 4 Guardrails (Section 509.1): a) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. Please submit calculations. 5. Provide stairway and landing details. Sections 1003.3.3. a) Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. Carlsbad 01-2647 August 22, 2001 6. Handrails (Section 1003.3.3.6): a) Ends of handrails shall be returned or shall have rounded terminations or bends. 7. Provide details of winding stairway complying with Section 1003.3.3.8.2: a) Minimum tread is 6 inches at any point and minimum 9inches at a point 12 inches from where the treads are narrowest. 8. The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one hour fire-resistive construction. Section 1003.3.3.9. . ROOFING 9. Specify on the plans the following information for the roof materials, per Section 106.3.3: Manufacturer's name. Product name/number. ICBO approval number, or, equal. 10. Balconies and decks exposed to the weather and sealed underneath shall-be sloped a minimum of 1/4 inch per foot for drainage. Section 1402.3. 11. Show the required ventilation for attics (or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters). The minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents). Show area required and area provided. Section 1505.3. 12. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with mesh openings of 1/4-inch in dimension." Section 1505.3. . FOUNDATION REQUIREMENTS 13. The soils engineer recommended that he/she review the foundation excavations Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: . The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." . .5 Carlsbad 01-2647 August 22, 2001 14; Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents. 15. The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per Section 1806.6.1: a) The minimum nominal anchor bolt diameter shall be 5/8-inch (for Seismic - Zone 4 only). Note: This will require a minimum distance from the ends . of sill plates to be 4-3/8" (and a maximum of 12"). Plate washers (minimum size of 2" x 2" x 3/16") shall be used on each anchor bolt. 5: Sill bolt diameter and spacing for three-story raised wood floor buildings shall be specifically designed. S '16. Show minimum 12" clearance to bottom of girders: Section 2306.3. Show minimum underflooracceès of 18" x 24". Section 2306.3. Show minimum- underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practical and shall • provide cross ventilation on at least two approximately opposite sides. Section 2306.7. . FRAMING 19. Provide truss details and truss calculations for this project. Specify truss • identification numbers on the plans. 20. In Seismic Zones 3 and 4, where allowable shear values exceed 350 plf in wood structural panel shear walls, foundation sill plates and all framing members • receiving edge nailing from abutting panels shall not be less than a single 3" nominal member. In shear walls where the total wall design shear does not exceed 600 plf, a single 2" nominal sill plate may be used, provided the anchor bolts are designed for a load capacity of 50% or less of the allowable capacity. Table 23-I1-I-I, footnote 3. • •,. • 1. • •• 21. Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30". Access. must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening Section 1505.1. Carlsbad 01-2647 August 22, 2001 . ELECTRICAL (NATIONAL ELECTRICAL CODE) .Show on the plan the amperage of the electrical service, the location ofthe service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. Note on the plans that receptacle outlet locations will comply with NEC Art. 210-52(a). Note on the plans that bathroom receptacle outlets shall be supplied by a minimum of one 20-ampere branch circuit. Such circuits shall have no other 'outlets. This circuit may serve more than one bathroom. NEC Art. 210-52(d). . ENERGY CONSERVATION The window schedule shall clearly describe the required.U-factor and solar heat gain coefficient (SHGC) values and demonstrate compliance with the Title 24 '. energy calculations. Cloth backed duct tape is no longer permitted to be used as thesole connection for mechanical ducting. Note on the plans that duct tape, as a minimum, meeting the requirements of ULI8I, 181A, or 181B, shall be used or additional duct attachmentdevices such as tie wraps or mastic Will be required for installing mechanical ducting. V. Detail or note on the plans: "The return air plenum serving the mechanical equipment must be fulls' ducted from the equipment to the conditioned -space. Drop ceilings, wall cavities and equipment platforms may not be used as plenums." V V 28. Note on the plans: "The manufactured windows shall have a label attached certified by the National Fenestration Rating Council (NFRC) and showing compliance with the energy calculations." - V 29 Please have the owner/designer sign the space provided for on the CF-1 R form V . MISCELLANEOUS ' 30. Please show the ICBO approval # on the plan for the fireplaces. V V V 31. The garage door to the house should be at least I 3/8" thick. V 32. Any guardrail for the bedrooms and veranda on the 1st floor? V V The exterior front and rear W.P. receptacles should be GFCI protected. V Carlsbad 01-2647 August 22, 2001 All the receptacles at the kitchen counter should be GFCl protected. Please show the waterproofing material to be used for the decks. Please show ICBO or equal. Please show on the plans the shear wall schedule. Please show the size of the pad footings on the foundation. plan'. 38. Please show the recommended beam size along line I B © the lower floor framing/foundation plan. The ICBO approval for the simpson shear walls limits the same from the foundation to the top plate only but the plan shows the system is located on the 2" floor. Please clarify. Please show how the tributary load between IA & 2 would be laterally supported.. 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 U 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 Bert Domingo at Esgil Corporation. Thank you. Carlsbad 01-2647 August 22, 2001 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 01-2647 PREPAREDBY: Bert Domingo DATE: August 22, 2001 BUILDING ADDRESS: 2662 Galicia Way BUILDING OCCUPANCY: R 3 TYPE OF CONSTRUCTION: V N BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. CITY VALUE ($) 305,181 House 3335 Garage 4.0 Decks 675 Fireplace 2 Air Conditioning Fire Sprinklers TOTAL VALUE 305,181 Jurisdiction Code Icb IBy Ordinance Bldg. Permit Fee by Ordinance V I $1 ,181.04 Plan Check Fee by Ordinance V J - I $767.68 Type of Review: P1 Complete Review Li Structural Only [1 Other Li Repetitive Fee I Repeats Hourly Hour * Esgil Plan Review Fee . I $661 .381 Comments: Sheet 1 of 1 macvalue.doc BUILDING PLANCHECK CHECKLIST. DATE PLANCHECK NO 0! -'/? BUILDING ADDRESS: QI1da ;PROJECT DESCRIPTION: ASSESSORS PARCEL NUMBER I1O fr'o '/4, EST VALUE 3c/4 ENGINEERING DEPARTMENT . APPROVAL .. . . . DENIAL.' The item you have submitted for review has been Please see attached report of deficiencies approved. ''The approval 'is based on plans, marked witJ'D.jfv1ake necessary corrections to. plans . information and/or specifications provided in your or sØecifit1s for compliance with 'applicable . submittal; therefore any changes to these items after 'codes and standards. Submit corrected plans and/or ' this' date, including field modifications, must be . specifications to this office for review. ' S reviewed by this ,.office to insure continued S conformance with applicable codes. Please review carefully all comments attached, as.failüre to comply ' with instructions in this report can result in suspension of permit to build. By .Date: L] A Right of Way permit is required prior to construction of the following improvements By Date By:./JJt Date FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT By:7/JV,A Date I ATTAC'MENTS S ' ENGINEERING DEPT. CONTACT PERSON . .7." Name TAN IYA WADE S , ,• - Dedication Application El S S - City of Carlsbad Dedication Checklist Improvement Application Address 1635 Faraday Avenue Carlsbad CA 92008 LI Improvement Checklist Phone (760) 602-2773 Future Improvement Agreement CFD INFORMATION LI Grading Permit Application Parcel Map No LI Grading Submittal Checklist Lots LI Right-of-Way Permit Application Recordation Fl Right of Way Permit Submittal Checklist Carlsbad Tract and Information Sheet Sewer Fee Information Sheet A-4 1635 Faraday Avenue • Carlsbad, CA 92008-7314 . ('7ë0) é02-2720 •, FAX (762)602-8562 H:WORODOS\CHRLSTBu/din9 PIaneck Cklst BP000I Form JJ.doc S v. 12/28/96 1 Czh 5oui 'QqO BUILDING PLANCHECK CHECKLIST. 1OI SITE PLAN 2 1. Provide a fully dimensioned site plan drawn to scale. Show: (North Arrow -FRight-of-Way Width & Adjacent Streets _,B Existing & Proposed Structures Driveway widths 2ixisting Street Improvements Existing or proposed sewer lateral Property Lines A Existing or proposed water service Easements ._ 71iit " " Existing or proposed irrigation service 4r2.• Shown site plan: ,iD1ãinage Patterns 2 1• Building pad surface drainage must maintain a minimum slope of one J' percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." X(s) Existing & Proposed Slopes and Topography Size, type, location, alignment-of existing or proposed sewer and water service that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: Site address _Assessor's Parcel Number JLegal Description For commercial/industrial buildings and tenant improvement projects, include: 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 H:\WORDDOCS\CHKLST8Ld1dIflg Planthedc CkI$t Form (Genertc).doc 2 ' Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3 rd DISCRETIONARY APPROVAL COMPLIANCE E D Project does not comply with the following Engineering Conditions of approval for ProjectNo.________________________________________________________ U All conditions are in compliance. Date: DEDICATION REQUIREMENTS 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 1/2" 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 6a. AIF 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 H:\WORD\DOCS\CHKLST'BuIIdh'l9 Planthed, Cldst Form(RIDDLE - HARVEY 7-12-00).doc , 3 Rev. 12128/96 U BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD checklist must be submitted in person. Applications by mail or fax are rot accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: Pb. 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 $310 so we may prepare the necessary Future 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: Enclosed please find your Future Improvement Agreement Please return agreement signed and notarized to the Engineering Department. - Future Improvement Agreement completed by: Date: _______________ • No Public Improvements required. SPECIAL NOTE:'Damaged or defective imDrovements found adiacent to buildina site must be reoaired 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 eel 11.06.030 of the Municipal Code. (I1:i:i7 E 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). D 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: .0 0 •7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H:\WORD\OOCS\cl-(KLST'.suddlng Plmtheck Mist Fo,m (Generic 7-14-00).doc • 4 Rev. 7114/00 BUILDING PLANCHECK CHECKLIST 1ST 2ND E -E EIE El 0 EID 7d .No Grading Permit required. 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. 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: flJ: 'tc1;44 prmi— LVI'tl VJ' kelcA ae 44A.", Q9rrVhr4— Wi.+- b' Qij /(,4 ()çsi.,( I1190c1t ih 9LAJc / (eaSt Scc 9. INDUSTRIAL 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) 43872722, extension 7153, for assistance. Industrial Waste permit accepted by: . . . Date: El 10. NPDES PERMIT . . Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management praôtices 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. . fl 11. 8-- Required fees are attached L No fees required . . . WATER METER REVIEW . 0 0 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. H:\W0RO00CScLSTBUi111lQ Ptanthedc Cidsi Form (Genedc).doc 5 . . . . . Rev. 7114100 'U BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD 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). A typical. 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: _1 ..-.. 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 (wl 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 (POC) 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) Include a 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 SF0 with no HOA). As long as the project is located within the City recycled water H:WORD\DOCSCHKLST\BIng Planthedi Clad Form (Genedc).doc 6 • • • Rev. 7/14100 ST BUILDING PLANCHECK CHECKLIST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. 12c. Irrigation Use (Where recycled water is available) 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 recycled 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 récyded water line is charged with recycled water by CMWD, then the applicant can apply fora refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. I9c?fr.V oi jcni(eS dc'civ14 - ( 10 ci ag#. • . . O/A /I-'5-o/, b0a I .6t+ Jllk4 6111 ~t 0OV) 4<~—cj. Le P £' 6pa4Lrtcc o v'4 czcei1 .• H:\WORD\DOCS\CMKLSTBUUdIflg Planthedc Cktst Form (Genenc).doc 7 Rev. 7114100 S ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET 0 Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: 2IIci,tp tA41j- Bldg. Permit No. ol Preparedby: Date: '7-/ 7-6/ Checked by: Date: EDU CALCULATIONS: Listtypes and square footages for all uses. Types of Use: Sq. Ft.IUnits: EDU's: Types of Use: _________________ Sq. Ft.IUnits: EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: ~__ Sq. Ft./Units: t .. ADT's: / Types of Use: Sq. Ft./Units: ADT's: FEES REQUIRED: WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) NO 1. PARK-IN-LIEU FEE PARK AREA & #: FEE/UNIT: X NO. UNITS: = $_____________ Al TRAFFIC IMPACT FEE • ADT'1 I X. FEE/ADT: BRIDGE AND THOROUGHFARE FEE (DIST. #1 '— DIST. #2 DIST. #3 ADT's// S x FEE/ADT:53O =$___________ 4. FACILITIES MANAGEMENT FEE ZONE:___69 ______ UNIT/SQ. FT.: X FEE/SQ.FT./UNIT: =$ I 0 5. SEWER FEE S S -p.- EDU's: X FEE/EDU: =$ I BENEFIT AREA: ..— EDU's: — • X FEE/EDU:_______ =$_____________ Y1 6. SEWER LATERAL ($2,500) =$ 7. DRAINAGE FEES PLDA : HIGH /LOW_______ ACRES eq0 X FEE/AC: fl1 8. POTABLE WATER FEES S UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION lóf2 WordtDocs'Mistonns\Fee Calculation Worksheet • Rev. 7/14/00 . ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET 0 9. RECLAIMEDWATER FEES UNITS CODE CONNECTION FEE METER FEE 2 of 2 WordtOocstMisformsFee Calculation Worksheet Rev. 7/14/00 S City of Carlsbad - Engeering.Depament Document Signature and Recordation Transmittal To: Ci Clerk. . .. Date:.________ From: _____________ • Via: . §ga19reWftTqg1neer Deputy City Engineer 257 Engineering Senior Office Specialist . . REQUEST TO APPROVE DOCUMENTS AND:P.ROCESS FOR FIECP FIDATI(J'1 PROJECT ID NO.(S) co1 PROJECT NAME INSTRUCTIONS: . . .. . ..Deputy City Engineer: . Please.si.gn the attached agreement(s) which are.noted below by. asterisk then forward this transmittal and attacheddocuthents to the .'.. . . . . Engineering Department Senior Office Specialist .. ... . . Senior Office Specs ialit -. Please:make one copy for file and foärd original to:theCity Clerk... City Clerk -. . . Please: obtain City Attorney .ignature on the attached agreement(s) and process for. recordation. . Recording fees are to b,e.'charged to the City in accordance with the standard letter agreement with the ... ... .... . S Recbrder's Office. When available, please return --,a. copy. .f the recorded document(s) to this office for our records. .•: SPECIAL INSTRUCTIONS: . . .. .. S Attachments: -i:itd Harmless Agrm't - Drainage El Hold Harmless Agrm't - Driveways O Neighborhoodi Improvement Agreement (*) O Agrm't for Undergrounding (*) El Encroachment Agreement o Other___________________________ El Hold Harmless Agrm't.- Geological Failure O Hold Harmless Agrm't Panhandle Lots D Agrm't to'Pay Drainage Fees(*). El Deed Restriction(') cc File Planchecker (Transmittal only) \DocsWistonns\Dcumen1.Signature &.Recordatlon Transmittal .. ... - ..... Rev 02/22/00 PLANNING DEPARTMENT '4 BUILDING PLAN CHECK REVIEW CHECKLIST 5 (1 Plan Check No. CB * Address AC/4r Qj Planner Greg Fisher Phone (760) 602-4629 APN: Type of Project & Use: /''*t/ 5/92_ Net Project Dehity: DU/AC i \-- Zoning: General Plan: Facilities Management Zone: CFD 1in/nsit #Date of participation: Remaining net dev acres:______ Circle One >. ' (For non-residential development: Type of land used created by , . . S. . . this permit:. __. L) o 0 C C f / Legend: z Item Complete Item Incomplete — Needs your action Environmental Review Required:. YES NO TYPE DATE OF COMPLETION: Compliance with conditibris of approval? If r0t, state conditions which require action. / Conditions of Approval: 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, L1 Coastal Zone Assessment/Compliance * ( Project site located inoastal Zone? YES____ NO CA Coastal Commission Authority? YES N9' If California Coastal Commission Authority: Contact them t - 3111 Camino Del Rio North Suite 200, San Diego CA 92108-1725; (619) 521-8036 .,- Determine status (Coastal Permit Required or, Exempt): + * s.J 1 :- Coastal Permit Determination Form already completed? YES NO If NO, complete CoastalPermit Determination Forrn.ñovv. ' Coastal Permit Determination Log #: •0 - Follow-Up Actions: Sthmp,BiiIding Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Pla • ns) 5, ' • I ••-• S Complete Coastal Perrnit Determination Log as needed. H:\ADMlN\COUNTER\BldgPlnchkRevChist FJ F-1 Inclusionary Housing Fee required: YES. NO ,. I (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) ,\ Data Entry Completed? YES ___ NO ., (A/P/Os Activit i'Maintenance enter CB# éoolbar Screens Housing Fees Construct Housing V/N Enter Fee UPDATE!)-" Site Plan: F-1 F-1 Zoning: 1. Setbacks: 9C) Front: Required Shown Interior Side: .' Required 17 Shown "7 Street Side: Required ._- Shown Rear: Required / c/ Shown ( ( Provide a fully dimensi6nal site ..plan drawn to scale. Show: North arrow, .J., property lines, easements, existing and proposed tructures, streets, existing Street improvements, right-of-way width, dimensional setbacks and exisn• topographical lines. Provide legal description of property and assessor's parcel number. L1L1Ej2 Accessory structure setbacks: . Front: Requir Shown Interior Side: equired - Shown :Re reet Side- Required Shown ar: . Required ' Shown ructure separation: .Required . Shown - - -)c/ Lot Coverage:. Required Shown Height: Required Shown ••••. Spaces Rquired Shown - - Guest Spaces Required r' Shown Additional Comments((IMMMEA s_~ S-4;oit OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H:\ADMIN\COUNTER\BldgPlnchkRevChklst * Manufacturing Engineering Computer Systems WARNINGS: Read all General Notes and Warnings before construction of trusses. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 1x3 compression web bracing must be installed where shown+. All lateral force resisting elements such as temporary and permanent bracing, must be designed and provided by designer of complete structure. Compulrusassum e s n o responsibil-ity for such bracing. No load should be applied to any component until after all bracing and fastenersare complete, and at no time should any loads greater than design loads be applied to any component CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and installation of components. This design is furnished subject to the limitations on truss designs set forth by the Truss Plate Institute in "Bracing Wood Trusses. HIB-91, a copy of which will be furnished by CompuTrus upon request GENERAL NOTES, unless otherwise noted: 1. Design to supportloads as shown. <J Design assumes the top and bottom chords to be laterally braced at 2'-O" o.c. and at 12'-0" o.c. respectively. . 2x4' Impact bridging or lateral bracing required where shown + +. Installation of truss is the responsibility of the respective contractor. Design. èssumes trusses are to be used in a non-corrosive environment, and are for "dry conditionofuse. Design assumes full bearing at all supports shown. Shim or wedge if necessary. Design assumes adequate drainage is provided. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. . S Digits indicate size of plate in inches. For basicdesign values of the Compulrus Plate, indicated by the prefix "C", see I.C.B.O. R.R. 4211-. The Compulrus Net Section Plate is indicated by the prefix "CN", the designator (18) indicated 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. 1C L STRUCTURAL TRUSS INC. i s CERTIFIED INSPECTION IN STRICT ACCORDANCF WITH U.B.C. 23116. PREFABRICATED No. 29017 EXP. 3131103 TYPE OTT Description Detail Abbreviations --------------- AH I A: HS 500137 CE: Calif Fill CALIF HIP CT: Cant /HC HIP CORNER RAFTER GR: Girder /JK RAFTER/END JACK HC: Hip Corner AHB I A: AS SB 500138 HE: Hip Fill CALIF HIP HG: Hip Girder /HC HIP CORNER RAFTER AS: Hip Set /JK RAFTER/END JACK HT: Hip Truss All I A: HT SB 500139 iC: Jacks AHJ 2 A: HI SB 500140 HI-I: Mono Hip. AHK I A: HT CI 500141 MI: Mono Truss AlL I A: HT CT 500142 SB: Stub AHT 4 A: IT SB* 500138 SC: Scissor n AS 2 A: TA SC SB 498463 SD: Stud ASI 3 A: JR SC SB 496464 IR: Truss AT 2 A: TA 498461 ATB I A: TA SB 498462 ATU I A: TA SB 50 498466 BH 1 B: NH SC 491456 INC HIP CORNER RAFTER /JK RAFTER/END JACK BHT 5 B: Nil SC 498456 BM 2 B: MT SC 498454 MB I B: MT SC SB 498455 CCF I C: CF CALIF FILL CH I C: IS 498458 CALIF HIP /HC HIP CORNER RAFTER /JK RAFTER/END JACK CM I C: MT 500127 CT 3 C: TA 498457 UHF I 0: HF CALIF FILL DUG S 0: HG 500136 CALIF HIP 'P /HC HIP CORNEA RAFTER . /JK RAFTER/END JACK ECF I E: CF CALIF FILL EH I E: AS 498459 CALIF HIP -. INC HIP CORNEA RAFTER /JK RAFTER/END JACK ET 7 E: TA 498459 a STRUCTURAL TRUSS INC ASSUMES NO a RESPONSIBILITY FOR TRUSSES CUT -. OR INSTALLED IMPROPERLY. BACKCIIARGES ARE NOT ACCEPTED a STRUCTURAL TRUSS, INC. Scale: 0.09061 CERTIFIED INSPECTION CLIS IN STRICT ACCORDANCE WITH UBC 2311.5 PREFABRICATED 6 SEPTEMBER, 2001 • Copyright (c) Compulrus Inc ---, , 396" - - 27_3 1/2' 12-2 1/2' - 29 -3 1/2' . ' 10 -2 1/2w 1J1UIIIilhI1 ..,, IIII1lII1IHhIUIItIII1IIIIllOIIlIII1 LUMBER SPECIFICATIONS - 39- 6- 0. HIP SEIOACK 6- 0- 0 -FROM- (lID I(ALL ---- - - ANSI/i P1 2 MEMBER FORCES 4WRGU - LOAD DURATION INCREASE = 1.25 4 i I- -9372 0 1 8892 H 1- 2134 H 7- SIZE SPECIE GRADE PANEL IS) 1 2- -0766 0 2- 22330 H 2- -4070 H 8- -13 TOP CHORDS LOADING I 3 -13335 B 3= 14206 H 3= 1524 H 9- 35, 1 LW SS 2- 7 1 4- -14874 8 4- 14206 -U 4- -4310 HID- -10 2x 6 OF 02 1. 0 IC ufliF LL( 32.0e01-( 2601- 50.0 PLF G .0. TO 6, .0 VERT I 5= -14874 12330 H 5- 770 NIl- 21! 0011CM CHQFWS: - IC UNIF LL 80.0e01.4 70.0)- 450.0 PLF 5 .0 10 31 6.0° VERT 1 6- -13336 8892 U 6- -510 2x 6 OF 02 1- 5 IC UNIF 4J 32.0) i'0L4 28.01- 60.0 PLF 31 5.0° 10 39' 60° VERT 1 7- -0766 BC U14!F LII .OH-0L4 25.01- 25.0 PLF 0' .0 TO 39 S.D. VERT T 0- -9372 2x 4 OF STAND I-Il TC CONC LL4 298.7)+DL( 261.3)- 650.0 LBS 0 8 .0° LEFT - 3295 RIGHT - 3296 IC MAX PURLIN SPACING 23° CC. UON, 16 CONC LL 290.7)FOL( 261.31- 560.0 LBS 0 31 6.0' SC LATERAL SUPPORT <- 120C. tHIN. BEARING AREA REGUIRED ISO. 1141 C 2) coao!ete trusses required. JOINT 4 5.27 OF / 8.14 HF / 7.75 SPF 1401€: 1X3 BRACING AT 23° B.C. FOR $ Join together with 160 Box nails 5tc9954-eil at JOINT 9 5.27 OF 1 0.14 HF / 7.76 SPF ALL FLAT TOP CHORD AREAS NOT SIiEAII00. 12° or. thi-ougilout top Chords.. 12° oc tflroughotit bottom chords. 12 oc throughout webs. - IS -f SI-RUCTURAL TRUSS INC CTACCORDANCE IN S-fR1 C 2311-6 EFABRtCATED F-00-00 23-05-00 . 8-00-00 12 C- 12 .5x9.4 C-303C-2.5x1,3 C-561S) C-2.5x4,3 C-30.7 C-5.50.4 19 c2577 O S07 0'c2507 c3ii9 .29017 CXP. 3/3,0 C-7x9.d(5) . C-7x9.4 (5) Orc Is 0 - 3q-06-00 scale: 3/16' .108 NAME: STRUCTURAL - I40FFI1 • WA1.lWltfI oanerat . lies Ign Conforms to UBC-97 AnVer: 1.07 (IL) -w 1421 I. 4 .1 O.id N.c ..d wthc, b.hac o.wiIe ci wc.. S. Ivd ii.00.*ve.g..s4dC. .1,a1 dii DdN.qos m,a Cemgn *du load. no show& CSil9fl nec 01. lcD ird bottom thordg to be lit sct Iltie.4 £1 DAlE: 9/ 4/2001 W.niw. b.t.ta os... 3 l.a thl.iP.thD W whO mlati. .51J4 % .f.PO'. 2.0 o.c. wid ci 3x4 lripa1 ci loi1.ci bicti,w taccinmendad whet. shoWn . biat.ft.11cn f owe m the tespovilbiA1- ol tI roypctht. iiUactw. 4. ii Isheli ç. eaditb,1 4c 4 t.twy b.lp.we,i I-toiciç. Dndii cewyw. trusses ci. I. b. Ucid _ . I11OINfQIIV. creivogol. .,==tb. th 1i145..41.4 by diiwi•f ci,glet. ftoeO-. .nd are for 'dry o.nd.lion of we. amouTrus Inc. DES. BY: RN Cel7d1 ciciwe 9al,.1.ly F.. .oth othØ. DeiIflec (Iii bearing aUnbOP it .1 .uopc,;. ifoawn. Shun or wedge if C. k .fip*ci F. yw.ci ii4. b..ii,i 'd ad.M. LIOVIdOd k be Icclad on both la'se of lfsg. end go the ceo;.. placed o.w.rarneo.o SElL: 500137 kids 5. ec1°4 ° - tiec colme wjIhJn cenici line,. . c.evvtru. 111. lie -a-._ Cd lie for ISle DigIt. IndIcate goe of puts In lothce. 4eon., 44.wr .iid F..i.ISo. .5 nveods. 1. Thu dl F. *-".d .4" 5. l. dsdlcil=o ci bie. didb.. ..5 5Th f is bade dedan v.1w. oF the C..T.puinw PJ.t .I01Ca4e4 LI! 01. p.ehui R.A. C. a"I.C.ED. 4211. as 01. tl.s N.j. 1w1 w..d TI,..... II1141. a e, ci - II. Uw Co.nijtoi. Nat section Plate in IoiIoatcd F., ita. peell. C ft dciIgelor liii iiSdt5l IC & snetmriirueoil. Al othew are 20 - = . ,.w.Wd ge. I I 1111111 lii liii /V/c1c7?311 ,4 Ii' 4)/ 6h '~J // I 11111 11111 11111 1101 1101 11011111 III J /Comdrrus Inc. Manufacturing • Engineering Computer systems FRAMING DETAILS WHERE HIP TERMINATION - S POINT DOES NOT MEET WITH COMMON TRUSS. COMMON TRUSS RIDGE OMMONTRUSS( j - SHAPED BLOCK] 4ROSS SLOCK\ RAFTER - UUMMUN IMUO —.' EXTENDED TOP CHORD SECTION 100 : - - - HIP RAFTER 77T A-A #2. STRUCTURAL TRUSS INC. HIP GIRDER TRUSS is 1/ - CERTIFIED INSPECTION - IN STRICT ACCORDANCE I JI EXTENDED END WITH U.B.C. 2311.6 IJ END JACK BOTTomllA cHORDSII PREFABRICATED EXTENDED END JACK TOP CHORD - SETBACK FROM END WALL AS SPECIFIED - ON ENGINEERING C - SETBACK FROM • END WALLAS SPECIFIED ON ENGINEERIN II - COMMON TRUSS FILE NO: CALIF HIP DETAIL DATE:- 01/01/98 - REF: 25.15-1 DES: SC SEQ: 5151508 UBC-97 2a4VodIcaIet - ---- I - 4-0o.CIypIcaI * lx LATERAL BRACING AS SECTION A-A SPECIFIED ON ENGINEERING - TRUSS - - Sao Engineeraing for Details HIP CORNER RAFTER LEDGER ATTACHMENT UI NAILS ATTA TO FACE OI"TRU$S II TOKINOPO1 NIP CORNER FTER I 11111 U 1111111 Morc73r- /)/1"i/. I 111111 IllU 11111 I 11111 1101 IlU ill AcornpuTrus, LOAD DURATION INCREASE • 1.25 SPACED 24 O.0 Inc. LOADING LL (20.0) * DI. (ISO) ON TOP CHORD • 35.0 P81" Manutaui1ng Engineering • Computer 8y31em3 HIP TRUSS DETAIL DETAIL STRUCTURAL TRUSS INC. 9 CERTIFIED INSPECTION ,' IN STRICT ACCORDANCE 'NIT!-1 U.B.C. 2311.6 PRF,FABRIC;ATED ALLOWABLE SETBACK FOR BEAMS OF SIZE AND GRADE AS SHOWN 2x4 2-2x4 40 2x6 2-2x6 06 2x8 2-2x8 08 2x10 2-200 ' 4x10 2400F 5-6" - 6-6" 6-9" 7-8" 9-2" 9-6" 9'-6" 11-3" 11'-8" 11-4" 13-6" I4'-l" 2100F 5-4" 6-4" 6-7" 7-6" 8-11" 9'-3" 9-3'" 11-0" 111-5 11-11 13-2" 13'-8" 1950F 5-3" 6-3" 6-6" 7-5" 8-10" 9-2" 9-11 b-b" . 11-3" 10-11" 13'-0" .13'-6" 1800F 5-2" - 6-2" . 6-5" 7-3" 8'-& 9-0" 9-0" 10-8" ill-Ill 101-9" 12-9" 13-4" 1660F 5-I" 6-1' 6-4" 7-2" 8-6" 8'-10" 8-10" 10-6" 101-11" 10-6" 12'-7" 13-1" 1450F 4-11" 5-10" - 6-1'" 6-11" 8-3" 8-7" 8'-6' 10.-1. 10-6" 10'-1'" 12-2" 12-7" SS OF 5-5" 6-5" 6-8'" 7-7" 9-0" 9-5" 9-1" 11.-i. 11-7' 10'-5" 13-1* 13-11" #1&B OF 5,4'_— 6'-4" 6-7" 7-2" 8-11' 9-3" 81-5" 10'-7" 11-5" 9-7'" 12-1'" 13-V #1 OF 5-3' 6-3' 6-6" 6'- 10" 8-8" 91-1" 8-0" 10-1" 10'-11" 9-2" 11'-7 12'-6" #2 OF 5-1" 6-2" 6-5' 6'-7" 8-3" 8-8" 7-8" 9'-8" 10-6" 8-9" 111-V 12-0" SS HF 5-2" 6-2" 6-5" 7-3" 8-8" 9-0" 9-0" 10-8" Ill-l" 10-3" 12'-9" 13'4 #1&B HF 5-1" 6-1" 6'-4" 7-0" 8-6" 8'-10" 8-2" . 10'-3 10-11" 9-4" 11'-9" 12-9" #1 HF 5-1" 6-1" 6-4' 6-9" 8-6" 8'-flY' 7-11" 91-11" 10'-9" 9-0" 11'-4 12-4" #2 HF 4-1l' 5,-10- 6-1" 6'-6" 8'-2" 8'-7" T. 9-7" 104" 8-8" 10.11" 11-10 2 - Droolss double mamb.r bum mqulred Jo(n together with lid nills at 12" O.0 'lIE NO: Hip Corner Ratter - 35 )ATE: 01/01/98 EF: 25-1 DES: SC EQ: S250503 UBC-97 111111111111111 , c,-Zr- ,/9/'/i ,ç'-i/,Q,'Jix' a'n t//j'l 1111.011011111110111111 IN 11111111 RAFTER SPAN CHARTS - 1998 CumpuTruB, Inc. LOAD DURATION INCREASE 1.25 SPACING - 24 O.C. Manufacturing 'EngIneerIng • Computer Systems RAFTER SLOPE <4112 RAFTER SLOPE - 4112 C. .1ST TCLL (PSF) 20 20 20 16 16 16 10 TCDL (PSF) 8 15 20 7 14 19 5 TOTAL(PSF) 28 35 40 23 30 35 15 SIZE . GRADE SPECIE- 2x4 SS OF 8-3' 7-6' 7'-2' 91-9• 7'-1 1' 7-6" 10-5 2*4 #1$BTR OF 8-1' 7-5' 7-1' 9-7' 7-9' 7-5" 10-2' 2*4 #1 OF 7'-11' 7-3' 6-il' 9-5' 7'-7 7-3' 101-0 2*4 02 OF 7'-9' 7-i' 6'-9' 9-1' 7-6' 7-1' 9-10' 2*4 CONST OF 7-2' 6'-5' 6-0' 7-11' 6-1I' 6-5' 9'.7- 2x4 STUD OF 6'-2' 5-6' 5-2' 6-I0' 6-0' 5-6' 8*.6 2*4 STAND OF 5-4" 4'-9' 4-5' 5-11' 6-2' 4'-9' 7'-4- 20 SS HF 7-9' 7-1' 6'-9' 9-3' 7-6' 7.4' - 9-10' 2*4 #1&BTR HF 7'-i' 6-11' 6'-8 9'-O' 7-4' 6'-1 1' 9'-7- 20 #1 HF 7-7' 6-Ii' 8-8' 9-0' 7'-4' 6-11' 9-7' 20 02 HF 7-3' 6-7' 6'-4 8-7' 7'-0' 8-1' 9-2' 2*4 CONST HF 7-1' 64' 541' 7-10' 8'-110' 64' 9'-2' 2*4 STUD HF 6'-2' 61-8' 5-2' 8-10' 6-0' 5-6 '-6' 2x4 STAND HF 6'-4' 4-9' 4-5' 6-11' 5'-2' 4'-9' 7•4 2*4 2400F MSR 8-4' 7-8' 7-4' 9-li' io'-r 2*4 2100F MSR 8,-i. 7'-6 7-1" 9-7' 7-9' 7-5' 2*4 I91OF MSR 7'-ll' 7'-3" 6-11' 95 7-7' 7-3' 101-0' 2x4 1800F MSR 7-9' 7-1' 6'-9' 9-3' 7-6' 7'-1' 9-10' 2*4 1650F MSR 7'-7' 8-11 6-8' 9-0' 74' 6-11' .0-7' 2*4 1450F MSR 7'-3' 6'-7' 6-4' 8-7' 7-0' 6'-7' 9,4r- 2x6 88 OF 12-11' 11'-10' 114' 154' 12'-5' .11,-I0' I8'4' - 2*6 #1 &BTR OF 12'-9' ii '-7' 111-1' 15'-l' 12-3' iV-T 18'.O' 2*6 #1 OF 12-6' 1I'-5' I0'-10 14'-3' 12-0' 1i'-5' I5-9' 2*6 #2 OF 12'-1' 10'-10' 10'-i' 13-4' 11,-a' 10'-10' 16'.5- 2x6 STUD - OF 9-4' 84' 7-9" 10'-3' 9-0' 8-4' 12-9' 2x6 SS HF 12-3" ii'-2 10-8' 14-6' ii'-0' 11-2' 15-8' 2*6 #I&BTR HF 12-0' 10-11' 10'-5' 14'-2' 11-8' 10-11' 15-1' 2x6 #1 HF 12-0' 10-11' 10,-5. 13-11' 11-8' 10'-11' 151-11' 2*6 #2 HF I1'-5' 10'-5' 101-0" 13-2' 11-0' 10'-8' 14-8' 2*6 STUD HF 94' 84' 7-9' 10-3' 9-0" 84' . 2*6 2400F MSR 13-2' 12-0' 11-6' 15-8' 12-8' 12-0' . 18-i' 2*6 2100F MSR 12-9' 11-7' 11'-l' 15'-i" 12-3' Ii-i 18'4 2*6 1950F MSR 12-6' 11-5' 10-il' .14'-10' 12-0' -1 V-5 2*6 1800F MSR 12-3' 11-2' 10-8' 14-6' 11-9' 1V-2' 2*6 1660F I MSR 12-0' 10-11' 10-5" 14'-2' 11-8" 10'-11' 15,-i' 2*8 1460F I MSR 1 1l'-5' 10'-5' 10-0' 13-6' 11-0' 10-5.' 14-5' - END VERTICAL MAY BE OMITTED IF TOP CHORD IS ADEQUATELY SUPPORTED. C•1x2.6 SEE CHART 2x4 or 2x6 C-2.5,Q.8 C-1z2.6 I SEE CHART FOR MAX. SPANS AND LUMBER GRADES NOTE: CONNECTOR PLATES SIZED FOR HANDLING ONLY AND MAY BE REPLACED WITH EQUAL FASTENER. DEFLECTION CRITERIA (MAXIMUM ALLOWABLE) SLOPE < 4:12 = L1240 LIVE LOAD SLOPE > 4:12 z L1180 LIVE LOAD IF DL >= .5 IL (ALL SLOPES) = LJIBO TOTAL LOAD CEILING JOIST = 1/240 LIVE LOAD STRUCTURAL TRUSS INC. J CERTIFIED INSPECTION >' IN STRICT ACCORDANCE WITH U.B.C. 2311.6 PREFABRICATED FILE NO: Rafter/End Jack Chart DATE: 01/01/98 REF: 25-1 DES: SC - - - LU)4ER• SPECIFICATIONS SIZE SPECIE GRADE PANEL 151 TOP C11JRD 2x4 OF II -2-6 26 OF 12 1 BOTTOM CHORDS: 2x6 OF 02 1-4 WEBS: 2s4 LW •STAND 1-9 1C MAX PIJR.TN 611AC11411 23 DC. lION. DC LATERAL SUPPORT '- 120C, ULMI. NOTE: 1X3 BRACiNG AT 2 O.C: FOR 1 ALL FLAT TOP C181R0 AREAS NOT SHEATHED. ?.,41tti 27- 3- 0 MONt) NIP SETBACK 8- 0- 0 FROM ENO WALL - ANSI/Tel 2 MEMBER FORCES 4WRGB S LOAD DURATION IN(31EASE - 1.25 * 1 1- -5892 0 1. 5500 944 N 5- -5 - U 2- -5534 0 2- 6935 -160? N 7 32 LOADING I 3. -6974 0 3- 6876 50 N 8° -35 S S T 4-. -5512 8 4 2824 140W 9- -2l IC (UhF TIC 32.0140L( 28.0)- 80.0 PLF 0 - .0 To 8 .0 VERT T 5- -5512 -1456 IC UNIV LL( 811.0)401L1 70.0. 150.0 PLF W .0 TO 27 3.5 VERY T 6 0 BC uNIV LL( .0)OLC 25.014- 25.0 PLF 0 .0. TO 2 3. VERY S LEFT 2195 RIGHT - 2420 TC CONC LL( 298.71 +DL( 26I.3- 560.0 EOS 8 8 .0 S S S BEARING AREA REOUIREO (SO. IN) . C 21 complete trusses requrequired. JoIn together with I&d Bo nails stoggered t JOINT JOINT 1 II .3.51 OF / 3.97 OF / 542 HF / 598 HF I 5.17 SPF 530 SPF S 1? oc throughout top thorli. 12 octflroghout bottom c80rd3. - 12 . uc throughout webs. STRUCTURAL TRUSS INC ..•... .±. SLSSS .•.--L.... CTACCORDANCE VITH U- 8-00-00 19-03-08 ---------- . PREFABRICATED C-2.5x4.3 C-2.5x4.3 C-lx?.S C-3x7.1 C-1x2.6 . l: -19 FEE io ••- a c. 171 CALIF - -- .: 7-O3-08 Scale': 1/4- 4 JOB NAME: STRUCTURAL' - NOFFIT - S C-70.4 (S) S - - - WAIU(OSI Ouzi - 1. e IN 0e01 N. _ l.0lw as Oaai... 7. I id awrar".rtmW Ii. .Hed aid 01 ItaIa - 2. Wi*l a.bl. mJoiso,1 - 3 DA • A12001 - -X 17 .*.o tradoo soid b. 6%489," 05. d1w.. .. 4 s... ...i.m ... - : LIES OY• RN . . . coIr•_ie ilm- Ii. aondia., 701 audl .e. --- 6. I70k.d .bo.i a. .eø.4 so ip iad mIle ml H.dm d w. d ! dme.ád Mira. -- thM4ldi a. SEO.: 500138 - '- arplad Sir 'm°-°- - S I u001 1 no no ..I°n.IW a. hno. d.It lekl h*dI7080 ( 011lem- 10. TWa da.ipn H .i.s (a le..l.Ino no 70w d&leo .me H.Th S a7 . Ti., MM. i*.s No.4 T..wno. lea or. • .p hi. t0th U I. IMthb.dbr C.wnoe... *0'm ,wt. olfimewi.. noted: Design conforms to UOC-97 AnVer: 1.07 C0J -N 142) 1Ia.d.noiPaswi - d* too and 8i7to1a, chonfa us be k('r16i, bnonod at I 12'-0 s.c. ro.peciieety vrvlq a. I.b.M b'a o.mueniui704 whoes shown • ano is 11w sano y of the inopacilva co Ed! acto,. so b. uuac In a pwm-cr,ealva eflviiaei.11701(. eiandlllsn 01 (ISO. / 7-&~Ljcj nc. 1141 besting as d snppw!ó shown. Shim., wedge if ad.i&uasr dnoin.ag. H prouiifsd. on both face. of Iriano, an p(a&ad so th CenTa, .C re salils lb jamb e.Mc, lines, - Sb of cte in lithe.. VOile. ci LII. Cavn$ativa Pia.. iniAsaced by the ps.f)x . AM. 4Z11. bitt SectFan P1.1. I. lndlcMod Lu the prof.z -c W. the niAcete. I 8 ga rncleilil H 0701). Al OtheI 011 20 9L A 'I 151111.f6,7f-, IIIIIIIIIIIIIIIIIIIIIHIIIIIIIIII LUM8R - 5PECIFIC&IIONS SIZE SPECIE GRADE PANEL (S) TOP CIIORDS 21k OF 01 2x OF 02 i BOTTOM CHORDS: 2x OF 02 1-5 WEBS: 2* 4 OF STAND 1-11 IC LATERAL SUPPORT <- 120C. UON. BC LATERAL SUPPORT (- 120C. UON NOTE: 133 BRACTNG At 24 O.C. FOR $ ALL FLAT TOP CHORD AREAS NOT SHEATHED. - - - - TRUSS SPAN 29'--3-.50' LOAD DURATION INCREASE 1.25 SPACED 24.0 D.C. LOADING LL 16.01 40L( 14.0 ON TOP CHORD -. 30.0 PSE DL ON BOTTOM CHORD 10.0 PSFo TOTAL LOAD - 40.0 PSEs .5 PSF REOUCTTO1i TAKEN ON DOETON CNOSJ. AXIAL STRESS ONLY. - ANSI/TPL SINGLE MEMBER FORCES - 4WR&D I 1. -2391 B 1- 2259 II 1-. 459 W 1- ID! 1 2- -2241 0 2- 2959 W 2- -931 w 0- -99 1 3- -3064 0 3 3105 Id 3- 144 W 9- III I 4- -2759 0 4- 1.078 Id 4- -62 WIG- -III T 5- -2759 0 5- 497 Id 5- -398 W1 I- -4 T 6 -1223 H 6 -244 T7- V LEFT - 1033 RIGHT • 1017 BEARING AREA REQUIRED ISO. IN) JOINT 1 1.69 OF I 255 hF / 2.43 SPF JOINT 13 1.63 OF 2.51 HF / 2.39 SOF STRUCTURAL TRUSS INC. RIC.T.ACCOR DANCE ................................. ( 0-00-LMI 21-03-08 PREFABRICATED - 12 C-5.5x6 C-1x2.6 - C-2.5X4.3 C-2.5x4.3 \ C-56.IIS) C-2.56 C-2.516 1-99 g ill _ J ____ 3x6 C-2.5x4.3 05_ C-3x7 C-104S) C-2.5x4.3 C-70.40 * Jr_ . 29-03-0B Scale: 1/4• JOB NONE: STRuCTURAL - 140FF II 06 al Idutui. urm twl.s nomad, Design eoriormo to UUC-97 AnV.r: 1.07 (IL! -W (421 I. It.d Uwatd 11.1.. .04 Wat we.be .16-- 3. -*m a. .4.0.4.111 Ow11at wd Ofl IS SApu(1 k*.d. e. 0 n atJIflhl BIb too Ir4 bottom chor4. I. Iae kIly braced at 2 -O aand at 42'-9- D.C.10.p.øndv. -c. DATE: 9/ 4/200! . W..* b.4w. 7. 1CO 5.0 bw*.g 2x1 Impact büdm or r.a brscar,1 recommended .4w,. shown I kietiflailan sl trUSs s 11w respee.ibanr CI Lb. reec1 vs contractor. 4. Al IsI11 f e.swUBIq k..4. 00.0 4 OatI.0I Dl..0O. 5. Dwin seat..... usse. we I* bo eie i e ,w.-corrv.va .nytromisni ewI 5. dw4 p..404 b tll. of ft4.to.4lV.t5. and ais I.c dr oendition of ta.. lIES. BY: RN Co000tas .. . weinne Is ...&acp Pa, .rnPabd5. e. 0.11911 eaat..w. lull beating at oil luppatl. abavrn W' . Shim or • II Trus Inc. 5. 11. loud 0(54440. .p4.dto ou ous.54I s ills 11 b.n*. .04 s.se__.. _ e.11o114wri4Ol4* : ademrat. drshsag. ii provided. located en both lace. their of lou... and plated se conle, SEQ.: 500139 _____ .. .0 a. _ •.0._ 40 coll1e with Ieoi center line.. Ilimmm f0.Ow. 441T.nd 5at at rplro. at. elo. of priM, In Inches. roe lassie design vetoes of the Compulnm Plots. bidiralad by the iateI • 7. 1. d r II (5,44..4 0*4.et 4. UI. A,dto0(a,ra an toan d.n. os f.,e, C .oe IC .LO. R.R. 4711. by Cr. .. rm. w.. ,-,.-, •wry .e ibsCeenputru. list Section PLot. I. lndicsl.d by Ill. prsNa CN. Lb. _,. dwlriator 1161 1r4ica1.0 10 g.. material is used. All other, ale 20 go. JI1lH M,Ai1 /41-/J -- 4oçl SPECLE1CA1IONS SIZE SPECIE GIIASE PAPEL(S) Top CHORDS: 2e4 OF II 2-7 2a6 OF 12 1.8 BOTTOM CHORDS: 2x6 LW 12 1-6 WEBS: 21t 4 OF STAND 1-13 1IJ5S SPAN 34'-11.00'- LOAD OIJRAIION INCREASE - 1.25 SPACED 24.0 D.C. LOADING LL11 10.0) +OL( 14.01 ON TOP CHORD - 30.8 PSF DL ON BOTTOM CHORD • 10.0 PSEC TOTAL LOAD - 40.0 PSFW PS PSF REDUCTION TAKEN ON BOTTOM SHOAL). AXIAL STRESS ONLY. ANSI/TPI Sfl41E MEMBER FORCES 4W1100 V 1 -3095 8 1- 2851 579 N 9° -73 1 2- -2811 8 2- 3919 -1256 N 9- all 1 3- -4185 8 3= 4398 N 3= 402 MID- -17 1 4- -4391 0 4- 3851 . N 4- -320 Wit- 11 T 5- -4391 B 5- 2028 N 5- -G W12- 151 T 6= -3366 B 6- 0 N 5- -211 013 -120 T 7- -1292 . N 7- 622 T 8= -1339 LEFT 1227 1115111 - 1217 IC LATERAL SUPPORT <- 320C. lION. . . BC LATERAL SUPPORT C- I2OC. (ION. . BEARING AREA REQUIRED (SO. IN) NOTE: 1*3 BRACING Al 24 D.C. FOR . . JOINT I 1.96 OF / 3.03 HF I 2.89 SPF ALT. FLAT TOP 4:140110 'AREAS 1401 SHEATHED. JOINT 15 1.95 (iF I 3O1 HF / 2.80 SW STRUCTURAL TRUSS INC. .29017 G L CERTIFIED INSPECTION UP 3131/030- 1 IN STRICT ACCORDANCE WITH U.B.C. 2311.6 0-00-00 23-06-00 3-05-00 12 12 - . J400 C-5.50.7 C-26 C-2.5x4.3 C-5x,t(S1 C-25x4.3 C-23x1.7 . C5.56 3x6 C-7x9.4(5) 1 C-7x9.4(S) C-1.5x2.6 Scale: 1/4 JOB NAME: SI11UCTURAL - MOFFIT -3- 34-11-00 Cornwall Ns. unless oth.wweneted: Oesin con(0r63 to MC-97 AnVer: I.074lL3-W12) t. P. mQ.lhe I. Du.lgo to support toeds e. own. 2. •4 rd ..fl sent.e*.e*.rá4be.4b.d.f .IO.od bet.. ..., 2. Dealp. im the .r chardsI bottom .ud. I. be laterally Lw.c.d it OATS: 9/ 4/2001 Wbebe_ . ' 2'-O e.c. and at ox. rscllvaly. 2x4 Irnpatt bridging or lateral bimia iseornininded .where itiewn + 4 lnitedon of V. I, V. r..ponerIIfty if the .ip.cdv. centr4to. 4. CUteit beOi6iIbtI We.d• .vdl ii I. 04pm,tI . Ceagn ,oie. flu...s are to be iateg In .rtccarroiws etwkcntn,nt, iI be 6.in.d i4 Ptitd.4b dt.. ii iilii• tii. Ceavubeer.t.ue.. it. ..oPNIy be eadh bt.tt.. - are for dry condiben of u... DES. BY: RN F.Ni -f be -, .. S i ll 6. 0e.0 Unse full beming ii MI supports ihot.t. Slim or wedge if SEQ.: 50 0140 iRa it II. 6... uliotll inylied. w 10 dq. It.Rat be .uy1.die .. adiquala dr,inee I. Dco'aaled. 0. Pl&te. Mud be Iac..ted an bath lute. oi hue.. and place1 0 their center . itot.urie.. e...iat .ei,wo I. cor9otfibi. no ..eI..l iversed anunt.. .t. . flnoiouids wIlti )umt tinter (Pine. alto of phi. Sri inches. ul4n.ee ..d beltba, Of iRfliRiR&. 14). Fat beds dnodgn vitaeS of she Cotiquflnis plate, Indicated b( the prefix - I. TIMintNgor b fad aâfed I. ibe belrath.. -, 4i dad.. an beth t . ts. t.t. beulba. b.Leth., W..d T.t.ae. • o at .e. I.C. R.R. 4211. II. The Cernputnno Not Section Plate is Indicated by rAt. proltx 'CN'. the .ead. ,e tae65.a yc p..ntu, .. t.1ot.. dnalor 1181 indIcate. Says. nialotlillave.a. Alralpuor. ate 201e. IOIvhHI A I/K AIISIiIPI SINGLE NEMBEJ1 FORCES 410160 1 1- -3153 B 1- 2992 K 1- 730 K 8- -671 1 2- -2949 B 2- 4150 K 2- -1371 K 9- 753 1 3- -447 6 3- 4710 K a 465 1(10- -654 1 4- -4707 6 4- 1329 -383 1(11- 285 1 5- -4767 0 5- 3389 69 i12- 1246 I 6 -3885 8 6- 045 N 6- -244 W13• -1938 T 7- -1939 0 7- -436 w 7- 527 18- -2020 19. 461 CANT 9 36'- 4.6" LEFT - 1274 RIGHT - 1491 BEARING AREA REQUIRED (SO. Di1 JOINT 1 2.04 OF / 3.15 HF / 3.00 SPF JOINT 16 2.39 OF / 3.60 HF / 3.51 SPF Lii _SPECIFICATIONS 512E SPECIE GRADE PANEL ISJ TOP CHORDS: 2a4 OF II 2-7 2K6 OF 12. .1.8.9 0011131 CHORDS: 2R6 OF 42 I-) WEBS: 2i 4 OF STAND 1-13 IC LATERAL SUPPORT <- 12"0C. LION. BC LATERAL SUPPORT <- 120C. LION. IIOTE; 11(3 BRACING AT 24" O.C. FOR ALL FEAT TOP CHORD AREAS IIOT SHEATHED. - • - TRUSS SPAN 39- 608' - LOAD DURATION INCREASE - 1.25 SPACED 24.0" O.C. LOADING LL( 15.0) .DL 14.01 Oil TOP CHORD - 30.0 PSF CL ON BOTTOM CHORD 10.0 PSFSI TOTAL LIMO - 40.0 PSFI IS PSF REDUCTION TAKEN OH BOTTOM CHORD. AXIAL STRESS ONLY. 6 C L CERTIFIED INSPECTION .1 S IN STRICT ACCORDANCE • . WITH U.B.C. 2311.6 0-00-00 23-06-00 . 80000 PREFABRICATED 12 C-5,5x7.7 C-5.5x6 12 4, 00 C-2.50 C-2.5&3 ) C-560 C-2.5i4.3 C-36 "I4.00 . C-30.7 C-)xg.4(SI C-70.40 36-06-00 jg-06-00 Scale: 3/15 JOO MANE: SJCTUI1AL - IlOFFlI 0. Not.., enda.. Den1011 to perI Penlhn ammumnes TQ s.c. irj us 2.4 lmp.c1bd49 Ir.t.flutlen.1 bui 6. Design assumesI and it. o, dy 8. O.gn saia... MB 7. Ve2. oo.am B. I1. shell be let lIne. eubidd. .11 mp 0. OlIt. IndIcit. iii to. loab&aicd.uJ A ,.c.a. ii. IP.iccmpuatnjpll W*I04PIOEt 1. U.1øo..4aSii .d .5 to.a,. Wn. a.... bu.1.. v.... DATE.-9/ 4/2001 . I .1 .06M 6...d.h.om.. -.. OES. BY: (ill oomae. 11.04 iwiOdb. .491.d 1. .1 saw all b.*.a .d O4i. ..44 a. a" *--M sm0 g%4 0 SEQ.: 500141 S. COMMeWOMM tos no senOd ~ .n4 .. I.. Pisniy S6, 56. 61.hetto.. mmussm, 40fl end a.open..ito. 7. V& 0111.6 kps.l .$o4 to I.. Il4Irhe. me 0. duoln. .sI l. ly 560 Mae RISi 6.1111.4* No.4 Tn. HIM 01 . e a.p jr ci .11th .0 6. amddbad &V C.o,40i. .i rwlpeoot.d: Design canlormu to USC-97 AnVer: 1.07(IL$-W1421 0 a it1OVdfl. p aid baftean chetd* to be Starchy 6,.o.d ii 5'. .C. ..q..d*vcly. morel bracing ,ecouwnand.d whet. shown 1w r..pon.iblloy of the te.pecIlv Contractor. are to be &jo In e non-cairown. ainvirommeml. lon7 all use. orli.g at air e.pporr. Ih00A.85*.. or we8. IS Rus E Inc. Ma,d,.ne. to psovadud. S on both .c.. of ln..s and placad.. 56.1. cOntur flt..cI..t. Co1OCo . ce.lilr line). let. in Inch".theccl u. Comgiutium line, indicated by she pt.41 4211. ction Plato he Indicated by the pull,. 'Cli • the a. 180.. materIel ...wot. AN othu.s to 20 Sm. - - -. TRSPAN 39 6.00. LOAD DURATION INCREASE • 1.25 SPACED 24.0 D.C. LOADING LI I 16.0) 40t. ( 11.0) ON TOP CHORD - 30.0 PSF DL ON DOTTOK CHORD 10.0 PSFIO TOTAL LOAD - 40.0 PSFC VS PSF REDUCTION TAKEN ON BOTTOM CIIORLI, AXIAl. STRESS ONLY. - AWSt/TPJ IWENEMBER FORCES 4WRGD -- T 1- -3406 0 1- 3233 II 1- 817 364 I 2- -3195 8 2- 4544 W 2- -1552 -564 31 -4921 B 3- 5245 N 3- 572 W 9. 546 4- -5463 6 4- 5147 -400 WIO- -1487 1 5- -5453 B 5- 4340 252 XII- 788 T 6- -4771 0 6- 3004 -244 T7- -3041 0- -3295 LEFT - 1355 RIGHT - 1410 BEAADIG AREA I1EQLIWEO (SO. IN) JOINT 1 2.17 OF / 3.34 HF I 3.19 SPF JOINT 9 2.26 OF / 3.48 HF 1 3.92 SPF - LIMBER -SPECIE LCATIONS - - SIZE SPECIE GRADE PANEL 151 TOP CHORDS: 2x OF 61 2-? 2x OF 62 l.a BOTTOM CHORDS: 2x OF 62 1-6 WEBS: 2* 4 OF SlAWI] 1-I1 IC LATERAL SUPPORT c 120C. ucm. BC LATERAL SUPPORT C- 120C, B011, NOTE: 1X3 BRACING AT 24 O.C. FOR ALL FLAT TOP CHORD AREAS 1401 SHEATHED. iJIIIllI I'FF->1-1r -. p4/1 L -. iIIII1IIw1IIOjuuIOIjIII * r-'--1 STRUCTURAL TRUSS INC. L CERTIFIED INSPECTION - ...............-..--. ----------------.--.--.--.-----.•--. -------.•--.---... -----------------------.--.------.-. --------•-•-•--------•• WITH U.B.C. 2311.6 PREFABRICATED 8-00-00 23-96-00 0-00-00 4. 00 C C-3x6 C-2.5x4.3 C-5x6(SJ C-.5x&3 C-34 C5.5X1,7 ZJ43() c-5x6n C-7xJ.4(S) C-lxg.4 Is) C-5x6 'I. 38-06-06 39-06-00 3116 0!!iP8 JOB NAME: STRUCTURAL - MOFFIT - C-3x5 C-2.5x7.1 C-3x5 W*JlIdI0: . I. 110.4.4 N.0 end Wion00g, b.loe. v.0km at o.. Queen Mole.. ur6.0 otherwise rioted: Design conforms to UBC-97 AnVer: 1.07(111 -W 142) U..ln to v.epport bade em shown. C. S. end ww4oe .emtoot uhwdd6. .ê.$,.1 clii ned Meow .t.4 Waeiiqe bill... uiiolnmdnn.n,50, . 0.111,0 erue. the top aid bottom cliwde to be IalavaUf braced at and at )4I cc. VelljieeIivcl. DAlE: 9/ 4/2001 4. U I.0mit tioenwde*. di0.edi *vdo ie t0105io5 P'emI b.i. 2*4 impact lorMln6 or lateral b.ucwa i•oosninend.d .vhsna illiown i1talistlen ci Ilue. w the re.pcn.114i.v of tile nempacniv. emntr.clor. align aseoiros. louts., to be wool be d.v.d ..dp.enuc.d b5 d.4oa .1 cowçleo. oto0aUe. DES. by: Rid CiçUl0.O 0.000.0. fle riopen.t.ty v. . a. uu.0 Ifl a motoaoueloe eiwironlvoeel. nd .rc lee dry co.atlllom of • Design awoinis, lull b.anlng /us 1. & It. lend .he.dd b. wel.d I. en, .eiopeno all .11.. 9 breii.0 end es ....pto.. aid 1 .en ilm.daidd -iii k.d, .._ at rporla shown. 31dm or wedge ii eeCt..My. Dealgn maleneem edcqjata drelnage is provided. SEQ.: 500142 loud, to .ppd 0. any ennw..ac. 0, C0.00olU, Pile emniovi - d lPie.6 Ii. t16.- Fiat.. iiedl be located on both tuous of iou.., and placed to their cenosu be. iice wftto joisci otter In... couot-roww woee,... ccv.e.io cnri..e fdelon.binemou, .14mwo endleuuii.Uen -loea*enail.. 7. TOol. d.dpo le Mbid nd4en is ow reowa em ow. d,id, .t tom 6. 01gB. kicite .ae ci plate In 10. For baoicdedgr. vduai of flue Compufrus Prime, ouiducted C. b10. V.... Net. bv.lhe.biPoI Weed Uu..en, 641.4 o at eme LC.60. R.R. 4211 It. The Couepuine. IJo S.cllwo Flute b indicated by the pca?.c CN. the == ind.cala. v.Iith.4 to V .dby øsou 1161 Ii go.roi.jm.d .easi. All ellen. are 20 qa. 1jIIIJu1IIjl LUMBER SPECIFICATIONS SEZE SPECIE GRADE PANEL IS) - TOP CHORDS: 2x OF •2 1-5 - 601 TON CHORDS: 2x4 'DF F2 1-5 WEBS: 2* 4 OF srANl) 1- 9 rc LATERAL SUPPORT <= ioc, uo. BC LATERAL SUPPORT <= 12OC. LION. TRUSS SPAN 34-I1.00 LOAD DURATION INCREASE 1.25 SPACED 240" D.C. LOADING LL( 16.0) +D1 14.0) ON TOP CHORIJ 30.0 PSF DL ON BOTTOM CHOfID 10.0 PSF* TOIAL LOAD = 40.0 PSFN 95 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL SAES ONLY. At4S1/TPI S1NRLE MEMBER FORCES 4WR60 1 1- -2540 B 1- 0 If 1'- -1179 -W 6- -772 I 2'- -2566 0 2'- 2443 If 2'- 24*4 W 1" -24 13- -2566 B 3- 3230 If 3- -469 If 8- 44* 1 4* -3358 B 4'- 2784 If 4'- 25 N 0'- -398 T 5- -2975 8 5'- 2780 W 5'- 1177 LEFT - 12*7 *4I&HT 1227 BEARING AREA REQUIRED ISO. JOINT 7 1.95 OF / 3.01 HF / 2.66 SPF JOINT 6 L96 LW / 3.03 HF / 2.89 SPF ±------------..-.-..-- _J!PLL Q C-46 - 4.QO C-?.5x4.3 --- C- 3x9.4 ----- _:-::-::---- : -- cJJ C-jxgA IE-L5x2-. - 2.00 12 - No. 33783 C-2.5x4.3 . C-44.3 (S) civ OF CAL' C-?543 C-5x7./ -. - - I I• --- - -. - C-2.5x4.3 - - S~*Ljc ) IN~u iON IN STRICT ACCORDANCE WITH U.B.C. 2311.6 2.O0-= PREFABRICATED 12 1410-08 4-ID-08 34-11-00 - - -1 Stole: 1/4 - jW§ f4AME: MOFFLIT _. _jis des ioo nrevargd Iran c Iput by Structural Truss. WARN501 is OsiusIf Nat, uinloas oh,rni.D it.L 1. Design eippoil toacla as sho,. Design conforms to .I18C-97 AnVoP: I .D7ILI -W Dosin mi thelqp sod be Itcin Es be latst braced at . closO, ally Z. id .1.1 - - 2-0 a and 41 12 cf• a Ovafy. 3 I14 OIP545fl nsb t l41sd . 2*4 Impost bridng at latalj IrfI r.iiubad wtCio al,os lnatilLation of tOo is the ranpanalblbty of tAn respective comractew. 04 FE 8/31/2001 4. Alkt..i ts,s. mEtt. smts-di, .• t.m9ey sad p*m505f S. Dangn sasuzna. tlusssa sin to b. used In a nau-cawoaiue ansiror*nani. mM Es d..fgsad .4 pss$di4 by da. of sEuon - Comysbos ns mpsin4iy f sathtA.41ig. Mid Me Is, 'thy sgu4i11on of use. BY: 5. Desipe saeumsa lull bs.in at all e.ipports dweca. SHin no wedge 11 C W Inc. DES. UffIPU UU : iIUiAcrO'5Ot.o.mwoaO5ThiUin SEQ.: 498463 4. :assn.ousmpnro%4livtseth. - t4ali9. da*i *bofso ft siMe. o. Es, bsas dodn vaUrs of she Cempcd,ua Plato. iridlcjtyd by the pre - L 1. iNs Joftn Ia Esa& is (Es 4I.ns ..s, au. dofp'o ..s faith by 0.. tau. 5falo busiEst. k,'budng Wai.d I.soau H8-91. • O.pf . An,M.OM, ,_,, 'C'. see I.C.B.O.P.R. 42 11. . , - II or bin No Section Flab is 141s.led by tAn pridlo Cii . the dognator II 01 Indicates 18 go matsnd In used. All others .*o 20 ga. - mUSS SPAN 29'- 7.00' LOAn DURATION rr(CREASE - 1.28 SPAIEU 24.0' O.C. LOADING LL( 16.0) 91111 14.0) 011 TOP CHORD - 30.0 9SF DL ON 11011110 CHORD = 10.0 PSFb TOTAL LOAD - 40.0 PSIN uS PSI REDUCTION ZAKEN ON GallON CHORD. AXIAL STRESS ONLY. LUMBER SPECIFICATIONS. .4 'I - SIZE SPECIE GRADE PANEL (S) - lOP CHORDS: 2x6 or 92 1-4 0011DM CHORDS: -. 2x4 OF 92 1-4 KEGS: 2x 4 OF STAND 1.- 9 IC LA1ERAL SUPPI1RT = 12'OC, UUN. CC LATERAL SUPPORT (= 12'0C. (ION. ANSI/TPI SINGLE MEMBER FORCES 46(RGO I 1- -2082 8 i 0 K 1- -997 K 6- -29 1 2= -1894 0 2= 1974 K 2= 1950 W 7= -411 T 3= -11164 3= 1840 N 3= -364 W 6= 1824 1 4= -1913 B 4= 0 0 4 -164 Pt 9= -1001 745 LEFT - 1035 RIGHT 1035 BEARING AREA REGUIIIED ISO. 11I JOINT 6 1.68 OF / 2.86 I1T / 2.44 SPF JIJINT 10 1.66 Dr / 2.513 (IF / 2.44 SPF !II1IlVF!llI t9c7rr4-r- ii3E .1±05-00 ------------ I? 14 00 S STRUCTURAL CL CERTIFIEDINSPECTI( Is 1. -------=-:-=-----.. . . , IN STRICT ACCORDAN C-2.5x4.3 WITH U.B.C. 2311.6 PREFABRICATED = =.. C?.JXJ.7 Ii 0• -fI C-2,51,7 C-i.5011 - 15-02-00 12 C-4x6 4.00 1> 4JY . C-2.5x4.3 L-Jx/7 - ----1-- - -- - C-5xl.] C-3x1.1 12 - 15-02-00 2Y-UJ-0O . /C7c.K/i . 2.00 No. 33783 12 EXP IV Scale.: 1/4' _!O8JAME: IOIFFIFI U 1' .1 DATE, 0/31/2001 tIES. BY: SEC .: 498464 WAffilimust - flr,il 1. m..a .1 C..aI Ht .e Wamlog. WawS.q, b.t... mflstfljciIan znio... l br.U.,g .r4 b. belad,d •. 4 Al litcied few. .wl.tk.a ww.te .l.. , t.,fwwdy dp,.ew.d fr.o&w meet i.. J.'tmmd -ej ie'.e4.d by U.dm.m el ..çk ethaU..... 60.9.1... no penothRey to. eaA beaU.o. 6 Net 4o.edl be .991.d ioy ro-yenmd teddaft. 4 br,4.nd .1 no Siw. 4a.9 noy toad, noter tbi d.4f0 7. load, be epptod.1 .n ..eyotmnt. - d. C'npw.te am. o w.neal ..o. and .oman an .a.p.naU.y F.. U.. 0. l.b.4eaUno. l..n. .hlpmam nd kmt.I.itme .t nomn..Ie. I. lit', 4idlW' I. lm,kbed .d.jo.t to in*o.ino. an.o. ifimigm .A lou by 4i.1em. fl,as Inailiut. lean... ti$.ui • oplot e4&A o.tab. fandthad by COnip0UU, i0it 0103. wilane .,eia.3,.g rialed 3 to wipport loads at. t.bown. it asa..nwi .. ,, b..d J)e5 I gn cor,roroc to USE-97 - AnVar: 1 .07 (IL) -N =.c. and at 12Q o.c. sanp.ctivoly. AlMet b1h1g1n9 i.e Lateral bracing reqierad whera eliown F atloti of wes w thu eeo,oraibiuiey of it.e anypacky. cenhl6ct0r. Fl a3tatartalt Lnnoan we to be 1,30d In a rmn-rrowva w.t'ircjvwinit, to for dry cordidon of two. Fl adt.umeu lull beefing at all supports shown. Shim Or wedge (I eat-y omoatis Inc. - r. etrirea ad.qiat. dro.naga I. provided. diall be located no both racea of t.uan. and placed oa their center roir.ado with joint cmder line.. o.ew lnd(ato aree of jzj ale in 1nd.e. atle demg.f 'eak.ox of the Computiut Plate. 1n0metad by that prallx r..I.C.B.O.RJ.4211. nputfu. Rat Suction Plate I. Irdaalod by the piatirc 'CN the it.tati flU) in&caiee ta rnet.rinl I, un,ad. Al? albnea are io w.. HIIJIII ycFf21r- rr LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHDJ1JhS: 2x6 OF #2 BOTTOM Ctloflfls: 2x4 OF 02 2.3 2x 4 (IF #156111 1. 4 WEDS: 2x 4 OF STAtXJ 1- 1 TC LATERAL StJPPDIr <m 12"Oc. IJON. BC LATERAL SUPPORT C- 12'OC. UON. TRUSS SPAN 19'- 6,00 LOAD DURATION INCREASE - 1.25 SPACED 240' B.C. LOADING Li. ( 16.0) 4 DL ( 14. 01 ON TOP CHORD 30.0 PSF DL 0(1 BOTTOM CHORD . 10.0 PSFa TOTAL LOAD 40.0 PSF* *5 PSF REDUCTION TAKEN ON BUrTON CHORD. AXIAL STRESS ONLY. ANSI/TPI SINGLE MEMBER FORCES 414*460 1 1- -3262 B 1- 1064 K 1 -349 T 2 -2942 0 2 2575 14 2 382 I 3- -2097 8 3. 2514 Ii 3- -724 T 4- -2097 B 4- 3064 W 4 47 1 5-. -2942 K 5- -724 1 6- -3262 M 6-. 362 W7- -349 LEFT 1303 HIBIIT 1381 GEARING AREA REQUIRED (SG. IN JOINT I 2.21 OF / 3.41 riF / 3.25 SPF JOINT 7 2.2k OF / 3.41 HF I 3.25 SPF 4. 01) l-O9-OO 22 'ZJ4 -- ..------ ..-c No. 33783 Z 2.b:C2,5X4-3 C-5x6 (S) _--- - - 1>-2.5x4.3 025' 1 C-503 (St C-2.Sx4.J C-56 M J STRUCTURAL TRUSS INC. 9 CERTIFIED INSPECTION ' IN STRICT ACCORDANCE WITH U.B.C. 2311.6 PREFABRICATED. Scale: 3116 YI-06-OO WAIS(1495: 4*el.a Nolia, uitless othctMen noted U It..d d th.is,J Ntw ..,d W,4 b.(w,we1nf1een,,. a,.,.. 4"...e.., .,,-...en. .su.a of .j it...j ti.t - Dce4io to support loads ao Desl1*. assumes tha chards t. 8 . Jles ign conforms to I18C-97 AFWOV: I .07 t 1L -W Wob but-n.1oanba. en...,. 1.3 c.n 61ai14 OSiti be IwiaJad 555.4w... I. 2-O ox. and a 12 -0' ox.r.w.p.ctivcli. 2x4 ImpaiI ttkllinq no Ia4en0I bincuiB r.euired isleni ntiowii 4 4 hwldlotion of WJU is ii. resiionelbihiy vi Lii reopacilvo Contraclol. 0* if: 8/31/200* - . 4. Al ht...I 5.1.. enkd8.nvnt. ..d... twrair enennwfl bnobw. 001.911 enwiotem twyves am to bn uocd ni iioncsimsiv. eiwuronil.ent. 0. dnt5s..d ..dp 14.4 by d.no of onØ. 4..enio. Sir diy enrd1t1gat of use. e.rnpulm....ini no ...wshwiy fb audi bw4w. . A. Design aawsne. 4j11 bearing at & nupp.rta shown. Slur.. as wadga if flSC&y. Gomm rus Inc. DES. BY. S. PM feed 4uia0.upysadt. any esnanse1 ..ti alt.. al bis'eend enmiMo. ..ltm. .twuld lend. Denlije a$unes qeal. drm.lag. a provided.10wn.i,... leads Do .oP'4 Platua shall I. both t " .. .i. cantox liocs ccinde with joint center 1111... SEQ.: 498461 0. cn.panu.l.u. an aestealoen .4 aenunan 110 is*pes.ItV t'. Th INgita ittdtsath ties of lilito in inches. stnsa . csensza.o . iitiqen a,srsus . lUon. I.w.. 4anm and I t.MM. 01 enropananl.. 10. Fa, basic dc4gn Valises of l*10 Coru*iulous Plato, indicatd 41, t*1e prof ix i. ]hbawoni. tu.a.t..a .utyoi ii. it.. t.ues. onto- A-hv-s Icit1 see LC.B.O. AH 4211. . 0,0,. lena Mat. 55USd. k.55dn5 Wend teonen. pen-al'. a enpy .1 11. T*soCon,putiuo Net Sscttou Plain is 1ndicaLt by 155 penIsx ctr. tLe All 20 sa. uotes.l it used. othars we pa. -b.".doasgn'u, LUMBER SPCCIFICATIOHS SUE SPECIE GRADE PA)Q€t (S) lOP CHORDS: 2O OF 0 2 1-6 011oM CHORDS: 2x4 OF •2 1-4 li(ØS: 2x 4 OF STAND 1- 9 IC LATERAL SUPPORT - 124JC. UON. BC LATERAL SUPPORI <= 120C. UON 'rRuss 'SPAN 34•- 2.00 LOAD DURATION INCREASE - 1.25 SPACED 24.0' D.C. - LOADING t.L 16.0)+OL4 14.0) UN TOP CHORD 300 PSF DL ON HOTTON dm110 10.0 PSF" TOTAL LOAD - 40.0 PSFN s5 PSF REOLJCTICN TAXCII ON 80110W CHORD, AXIAL STRESS ONLY. ANSI/TPJ SINGLE MEMBER FORCES 4MRGD T 1- -2726 8 1- 2561 II 1- -366 11 6- -455 T 2= -2396 B 2- 2050 N 2° 395 W 7- 791 1 3- -1535 U 3- 1546 N 3- -734 N 8- -1311 1 4 -1535 8 4° 650 N .4- 592 8 9 -48 1 5- -1358 . K 5- -111 T6- 0 LEFT 1199 RIGHT - 1193 BEARING AREA REQUIRED (SQ. TN) JOINT 1 1.92 OF / 2.06 HF I 2.132 SPF JOINI 31 1-91 OF I 2.94 HF / 2.81 SPF 12 4.00[' C-2.5x4.3 C-413 . .1 4 .1i -2.5x4 .3 12 -14. 00 1cJ No. 33783 tZ I - r-56_1 IS) _..----:1--- I C-30.7 C-25x4.3 0.95' C-50.7 (S) 111ZI26: C-2.x4.3 sTRUCT JSS INC. CERTIFIED INSPEGT(° IN STRICT ACCORDCE WITH U.B.C. 2311.6 %çTED I - Scale: j/4 .JOB NAME: IlOFFlIL 34-02-DO - WAH!IVI06I 1. 11-d.41 044.14418.444 44d W fo.b.. .4o#o,cthrn o14..... . I . L $u and 444$nn onb.4444 dated bo d..4..d.., .1 0e.aI ta6.. .44 2. Warming, b.fo. .n.ln44k.. .on,ma. 1.3 .4n9.so.lat .b br.14.q 000l b. I44I44d ..ho 48440 4. 4 DATE: 8/31/2001 4 AUL..i iaso at1Iq 4444.444401444 t*44n7 and p...n.S bi.44g. S. I nu1 be 44lgn.d and p44.d by 0at .fatpId. 44o(44. - 000IIU44IO 044404.4 04 rimeard1blifty, 1.,. inob b44llng. 8. DES. BY &. ra, k. dIAJIbe applied 404447441.4.4.41.45.444 .JAI.d445 and .. imingfiatk and 01 no tIme nb-old my Io4$ 01440 dediin 8. Fond. 44. .ppl.d In 45 '44.44444. SEQ.: 498462 4. C..nop44o. P. n. nsod,Jono Ian4onn no f..th. S. • 414444844. 84448. ddp44l4 51448n 04.450. 10, 7. 17.1. 4.olgn I. bothlond .14pool I, the kno 14414444. 4.19n. 44t 4457. - I . by Cho 144.44544 bellel. 444044.4444 Wood 74444.4. 88-910% . -VT .l 1 1. 444. Uflk100 olhsfwlo r4415d: ri 10 support loads aa.hewn. ri .inie. It,. top .4dbottoill chords s be Mt.,.Ily biacod coft(urms to (JBC-97 AnVer: i .07 IlL) -Ii ac. and at 12'-**a.c nee4lcctivdy. npact bddIr at lateral b,.dnc, ie '"11=6 od oolsoo ottown + + alien of ln II the inapeflaibdfly 0 the r44pectjvo cefl148440,. 44 4IOIInW$ tIU0a15 OIS 10 be use in a non-ooprosru. nnvIrOflibcnt 'a fo, Aqs condition- of use. t asan,so AiD bearing at all suppoit .how. Shim or wed1j. IS '14w Inc. wpu nary. ri a .. ed.u*ato dr.Ina90 Is prosodod. shall be located an both 1C.S 418 440,03, and placed so theb cooler wincida with juira cnttr tires. 0444 r44U4.4 .0.44443 .404414440411454044 tralicate tias of plate in Inches. saic dzsat. 4a1443 or She Comt*.lnat PIt. indscaled by who uc4x ice LC.80. 8.8.4211. brlipjlni Hot Section P114. L. lrdscatd by its. prefix CN. the 144W 1181 IndiCateS 1199.. material I. Used. All 011.1.1 ad 20 ga. C-5x7.7(S) 34-11-00 lo -3x7.1 C-2.4.3 Scale: 114' JOB NAME: I4OFFl Ii C-2.5x4.3 C-2.56fl I tJ STRUCTURAL TRUSS INC. CERTIFIED INSPECTION IN STRICT ACCORDANCE WITH U.B.C. 2311.6 ..PREFABRICATED) IIIJ11jIJ -irru I Ilif I liii, 11111 11111 IlU 1111 I1i IJJ LUMBER SPECIFICATIONS . TRUSS SPAN 34-1L00 øOfESS!cAt LIMO DURATION INCREASE 1.25 SIZE SPECIE GRACE PANEL (SI . SPACED 24.0 D.C. lop CHORDS: 2x 6 OF 12 1- 6 P CO LOADING Ilo1'roM CHORDS: LL4 16.0tDL ( 14.0) ON lOP CHORD SCM PSF 2x 4 OF •2 1- 4 -., NO.3°" DL ON BOTTOM CHORD 10.0 PSF* WEBS: 102 TOTAL LIMO 40.0 PSEII 2x 4 OF STAND i g EXP- 115 PSF REDUCTION TAKEN ON BOTTOM C&100D AXIAL STRESS ONLY. TC LATERAL SUPPOR1 < 12OC, UON. CN%' ' BC LATERAL SUPPORT 12"01. UCIN. 4. _•fr AHSI/TPI SINGLE 9EMBER FORCES 4WR1iD 1 1-. -2003 B I 2534 W 1- -364 N 6- -335 -2475 0 2 2125 N 2- 393 W 7= 641 -1616. B 3- 1594 H 3- -73 N 6- -1511 I 4= -1616 8 4 986 W 4= 643 N 9 -71 1 5= -1595 N 5- -199 T6- 0 LEFT 1225 RIGHT - 1219 BEARING AREA REourREo (59.°IN) JOINT I 1.96 OF / 3.03 HF / 2.88 SPF JOINT 11 1.95 OF/ 3.01 HE / 2.87 SPF i9-0-00 . 15-02-00 .-.--...-.-.-.-------------.-.-.--------.---,.--..---- 6-11-12 12-09-04 12 C-45 12 4.00L- 4 0 14.0Q L-2 54J - - 2 C-2x4 3 C-5x5 1SJ U-2.50.1 10 C-Ix2 6 Qeuntl Na5_c unlans otherwise noted: Designto support leads an shown. 0an,1nanjm the to bet Ivb,a_cdaPesbun c0n10015 to UBC-97 lu,Ver: I Mi (IL) -w foe andb..ttnru shards 2'-O a.c and at 12-0 ox. peopcaivot.j 2x4 Impact b11d940501 labial banrira. mcwawed whore cliuwn + + toatlll.4ISflI iii 5103013 050 respa, iIy oh rho respective, coIdra.r S. Danipa asalensa tru_c.0 zo to be used ma non-colt_tv. .n.nroi.nler.l, and air to, °dry .ond410n of use. //\'blompliihis Inc. Das.n assurnee hol basthhl at all ..11.porlt shown SNin at wndpa it noci.,ery. Besign ajrnse adoquola dralnapa 'a ptov.4.d. Home shall So bctad on both laces .1 truss. and p1_cod so their center lines cohicids with blat Canter lases. 8. OltitO 1r4,rota size .r plate in inch=. - . nosiis . ccaotflfe $551100 J tO. For basic deolgo value, of the Conmpulaus Plato, tndmcat.d by the prolix °C. meIC.B.O. R.R. 4211 ii. The Cotrputnn Not Section Plate 13 indicated b the p:a•.x CN. Wit, denlgrreto, IlSI indicates 18 9a. rnoleialifuse.LAll allurs a,, 209e. DATE: 0/31/2001 liES. BY: i 498465 I: It..d U.o..OU.o Bo3i .r.4 .ha.dd 0. 4d..d .4 O.orndN.4.. .r.d Wrn... b.0.. anan1o.o .rnmrna. 1 o3 .n.pneo0.. ..rab brn..rn.t 0..01o5 o0.i. AN ..-.I tero. 1rn(*8 al-eaft ,s.th.. l..p.rnry and !ann.n.t t.wiog. dndj.ad and p4d.d 4,d.4n.. .1 .ç4at. atat.an. Cop.d.an an..anan an .rtfay I.. oath q,p0. andls any .0 .4U.ftrn .1 Ne oarnpbl.. d Of no Urn. dSco .n I= wantw thon d.tl. bad. be jj an o cooanrn K.. on =001.0 _cN and Ne 0. nep.naLlty tar th. 6.1,0e.6an. h.nn9. dan1 and Ir..t.86tlan .t,.p.nants. 7. hI. den b 0.0405.4 So the lnd13uoni .131=3. d.4n. .0 IsOir bysh. Tn... tbt. o440• b.D.Ok0 Wand 1rn. I.01. • .npyt .40..-111 ho 0,0105.0 by C.patn.. rnan .4. LUHREII SPCIFICAT10NS SUE SPECIE UHAOE PANEL IS) TOP CHORDS: - 2x4 OF ia - 2-4 2x OF 42 1 1101 FOM CHORDS: 2x OF #2 I-S WEBS: 24 OF srANr, 1-A IC LATERAL SUPPORT <= 12OC. LiON. 8C LATERAL SUPPORT 120C. LiON. NOTE: 1X3 BRACING At 4, U.C. FOR ALL FLAT TOP CHORD AREAS NOV SHEATHED. 1' 8-00-1O 12 4 00 C- TRUSS SPAN 18- 6.00 LOAD ouRArioN INCREASE - 1.25 SPACED 24.0 0.C. LOADiNG LL( 16.0) 40L 14.0) ON TOP CHORD 30.0 PSF DL ON IlOTIWI CHORD = 10.0 PSF* TOTAL LOAD - 40.0 PSFK *5 PSE RE(1UCI1ON TAKEN ON BOTTI1II CHORD. AXIAL STRESS ONLY. C-lx jjq Ovii Wutus, iatlr.*, otiwiwbie noted; 1- R8.IGlNnwi mad W.24uw*nOoaleoibuwfl. D.agakiwippolt foods u.wo. flesjri ccnforr-s to (MC-9y ArtVer: 1.07(IL) -W 2. fl4d •e4 wflfllnn .tined be .dsof ø .U0siH=t..s.4 hntinni DsI*t sintan Dii top and chorde to be I rrJy hrao.8 at 2-0 o.i.. and .112-0 ac. iuspeclweji, W=rfl*. 2.4 linped biidgir. or Iu*md b,aci ra n.d whore uhowe + 1 Zi. 1*3 1i1*n sob bnobi ii1 - & Inst&*t.an 01 1ru I. tho rospiiesIb1ly Jits rl*p!C1i* coniractol. *2 l*in.l no. n.lothw=ta ..th .. tvviiy.'=l P *i55 bithq. S. Uesn iimiw I4uau are to ho used .n i non rrouiv. eiwlranrtlent. nsa b. d.otonod eldV-~ bs do of oomøoi.*tns.bRs and at. for 'dry cc of use. cnrslni. ns.m no nonty a nsa wuo 6. Design ,nsumet lull bea4n9 at all wipports shown. SLim *1 inedgo d : t.' Inc ump rrus loath ho .jipfrd ni - *Oløiiit. boa. coincide with JaMi cantor thiet. +110 OOn.T(n oi3ThI - . . 6. Cat6Uha. be. 010 nii0I 10 ii U0I10 010 I pfl6Sy 1. on. Dglts in6cas ane of plate in Inches. - t.bda.ilon. Psnii4 ,2 , én,sil ond lnn.iI ni opoIwU0. Fc, bass deoigt inibea at the Crnpotnju E*oto. indicated by the prefUc 1. flu. dslen in linonlohod nulea 0. te,Un,.Ifluiofl an ten. donIs iii dolts C, tee J.C. B.O. R.R. 4211. . by It'. isa Pi*1n bsilkns noI Wood T^..-, 116-en -. '..py a -Ct The Camp. - toItjtI-* poetIc '04" Uses I i.* Cl 5 All allsetrare i6 jfl .01 go. go. .IddwIb. fl*ddc.d by te qosi. - - inj: 8/31/20011 DES. BY: SEQ.: 498456 I Scale: 3/8 a III IlIJI 1IJ 1I!I lilt H II lli --- C-2.56 C-2.x6 C-1x2.6 - - No. 33783 (f7o. _..---.1_-- __ i___•_• C1Vt- - - - - - - I-i, C-1x2.6 CI*?5 C-56.1 --- ..... C-4x4.3 C-?.ix6 12 I8-16-0U CGsRUTUtT SS INC CERTIFIED INSPECTION IN STRICT ACCORDANCE vVITH - - - k. ..- •".• -= • ANSI/WI SINGLE NEMOER FORCES 4WRGO 1 1= -2502 B 1= 2406 N 1 110 W 5- -919 1 2= -2957 0 2- 2309 N 2 24 W 6 843 1 3- -1229 0 3= 2306 IV 3= 779 11 7- -631 1 4= 0 8 4= 1931 If 4= 1109 N 8= -66 65- !128 LEFT 650 RIGFrr - 637 BEARING AREA REUUIAEO (50. IN) JOTNI I 1.05 OF / 1.62 HF I 1.55 SPF JOINT 10 1.02 OF I 1.5? HF / 1.50 SPF I JII NI N III o3i1 I IIIIIP 11111 lUl TII lilt 11)11 FIt 1111 C.' LIJJ(BEA SPECIF[CATIO4S SIZE SPECIE GRADE PANEL SP TOP CHORDS: 2x OF 12 1-3 BOTTOM CHORDS: 2x4 OF 2 - 1.,2 WEBS: 2x4 OF STAND' 1-4 TCLA1E8AL SUPPORT (° I2°OC, (ION. BC LATERAL SUPPORT < 120C, UON. TRUSS SPAN 18'- 6.00' LOAD DURATION INCREASE - 1.25 SPACED 24.0" D.C. LOADING IL( 16.0P+014 14.01 ON TOP CHORD 30.0 PSF CL OH BOTTOM CHORD = 10.0 PSFe TOTAL LOAD - 40.0 P51)1 e5 PSI REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. ANSIIIPI SINGLE MEMBER FORCES 4l60 1 1- -2107 'B 1° 2007 W I- 0_450 1 2 -1654 8 2's BUS N 2° 1155 13- 0 . lea's -870 N 4 -171 LEFT 650 RIGHT 645 BEARING AREA REQUIRE-0 ISO. IN) JOINT 1 1.04 OF / 1.61 NF / 1.53 SPF JOINT 6 1.03 OF / i . 59 HF / 1.52 SPI 12 - 4.00f- C-02.6 C-2.5x6 ..-•--.::ii--....-- _--- _---._ C-2-5x3.4 C-5x5. I I IIc2.x6 .. C-2.5i?.7j: 12 12 9-03-00 18-O6-OG - Scale: 1/4' oe NAME: $011111 G. No.33783 ZL F,ATO.02 r STRUCTURAL TRUSS INC. C L CERTIFIED INSPECTION IN STRICT ACCORDANCE WITH U.B.C. 2311.6 PREFABRICATED - WAJINING8 •' Genotol Flute., unless otherwise nutOd . I. abed Wookw bfnr. noesteselot edInss. Nut.. .nd Oato$n to support. loads a. shown. 0es9r. sume. his ION evil boltoru chords to be laterally brac.d 1es lgfl conforms to UBC-97 AnVer: 3 .07 I IL, -w Satisi rothaudoe rnne.sis tt,3 se.ç,...t,n, w. beth ne.t bo *1.I.d efile atao. . Z'O e.G. and at 120 on. respectively. 3. 2x4 Impact badg.ngof 14" biteinu ,e.Ndred wborootoym & rnt.uii if tree, is the roe ibilTty of ii.. se.peativo conhuestof. DATE: 0/31/200 1 Al lutiisl hose b.4 dnute.t. sstha. tooponop and p.e.esisl br.*.q. 5• OSSiA ssr eussa. am to be .ne0 us a InoOf I steo nnvi,of,anant, anmet b. ded.nlpmntdoIby dedps.t oF mpho• s*flCtee. and are liar "4ay t,ondiiion' of use. In. trnl be.Iaag. Design aca.arues full buatirig at all supparla shown. Shim or wedge if (JES. BY: S. N. bed .Iieadd a. .ppt.d is .n ssmp.msI ,eatl.h'niat braving end __ t . . -_ N a. . sheila llett'. 7. On asn.mssa ad.aaat dseing. lo provided. N. Plates nts.D As located both la of hun.. utid no their conlea oo placed E SEQ.: 498454 Isn bo speind to .i utnen.N. 0. Conçutnat his .se -*.I. ..at enutm.. no -pseete for di. In., iirjde teats pint csatse line.. Digits Indicat, size .1 p1ste in n4lCtiaa. cli us Inc. n ate.. reutut bbdsstja,. he.A5W, .h,meni lolatadnn ni sefl4is0*I•. For bati: deal gn vdUsw of the Computnju Pjst:e. indicated lay the prolfic 3. IN. dOs b S..nj.hed ..t..I I. di e.&t . .lM., oft (Jan. dl.-W- out 155th C', ann LC.B.0 R.R. 4211. F .. bV It,. Tn,., lAs. Inothut. bstsiln1 W.nd Too.n... auser. a e.py ul it. The COIOJ.Jhr I.. Nut Sncilon Plate I. indicated by the prefix "CM' tile designator Ii BI u,dsca1a IN ga. nistealal I. orseal. All oUseas are It) ga. ohid, nail ho Iuhh.d h1 i IIit 1111111 j/)7f ,ij_./7_ i1? a I IIO liii llhl l(l1 [Ill loll IiI Ill LUMBER' SPEC1F1CAT1DNS TRUSS SPAH W - S. 75 ANSI/YPI S)IIGLE MEMBER FORCES 46O 1 1- 0 B 1- 1229 II 3- -1325 T 2- -581 8 2 - 385 N 2° -390 13- 0 W3- 713 W4" -576 KS- -115 LEFT - 523 RIGHT -. 515 BEARING AREA REPUIREO ISO. IUJ JOINT 1 .63 OF / 1.29 HE / 1.23 SPF JOINT 6 .02 OF / 1.21 [IF / 1.21 SPF SIZE SPECIE GRADE PANEL (S) POP CHORDS - - 2P OF. 4? 1-3 BO1TOM CHORDS: 24 OF 12 1.2 HEBS: k 2x 4 OF - STAND 1- 5 TC LATERAL SUPPORT -.I2'OC. LION PC LATERAL SUPPORT <- 120C. URN. LOAD DURATION INCREASE - 3.25 SPACED 24.0' B.C. -. LOADING LL( 16.0)40L( 14. 0) ON RIP CUOAA) 30.0 PSE DL ON BOTTOM CHORD 10.0 PSF! TOTAL LOAD 40.0 PSFli 15 PSF REDUCIIDN TAKEN ON 801Y014 CHORD. AXIAL STRESS ONLY. C-lx?.6 N2.5x4.3 __- -- C-2.5x4.3 Q6 No 3,3783 lu C-5x5 I CIV OFIC 1..-46 . C-2.!ix6 LTRUSStNC. -=2 2 TRUCTU' INSPECTION CERTIFIED I4-09-12 9" tNS'c3il6 PpEFABR Scale: 3/0 .208 NAME: MOFFITT . . This de5141n ore pared, trus comnuter knput liv Struce.ijrel Jrta. Inc. - w01ulvasr - Oonay.l Notes, unl000 asharwinto noteè I . 1. ed.aOavH,t avOw non undnnottn,nov. 1. Design a SUPPOR Beads 050hUvn). Design C0n1ors to LJBC-97 AnVer: I .07111) -K - . L 0.11. nod nonOlon nont..n1o, .ho.dd ho fJ jj ., 2. Deain no.JflJCP lb. l and bottom chor4s Co be laterally braced a - . 24 o.c. and at 1 2- repectmrdy. , . 3. 105 .p..noke web bravIng rnrd g In,t.d wino. ihw,. 4. tna tJ ,00p0nlbi i. 2x4 Im bfidstrq or lateral bracir L'I lb. :nopeotive contractor. BArE:- B/3 1/2001 4. 1)1 t.tnoi rou rodoting nonot. ono)... tavoynoy bradeg, 5. Design awrOgflan truonno we to be unavi at a nor.-eorroavc anvirorment flflrni ho doabravo nod p.notd.d by dav$gn et nomybte thnofloo. and are low °*y .rgnd1Un of use. Conut,a nanacon a. db r, 6 Design ajn Ijil boavfng ii all supports, u.huwu ShIv. a: wedge if . t DES. 9y. 0.b. .. ooponw.r • racenlery. dr . urn Uiu US In C. - - ., f..onmpIot.. and .0 no Ijia. otaald .ay bod. ava. ana lsolg.. 13. PIO ca nn aiT 1g .4ad pinned to their center I..a b. %V111" 1. -V -.p .. ivl- . Ortm coincide with juint center lines- SEQ.: 498455 a. n .avpae, onol.. a. Dlghs irmilcme she of Plate rvi Inabcs. E ay. &0O)av CO0.n)rraav3iE?O . l.bdoUkn. IiavJng. b.t av knoaflatla. -i 10. For bno.a dnoiyio yüoen 01 the Cowpuinav Plate tuthcoiod by the prefix I 7. OhIo dodg.nb bavldnol nob)avl I. d..Undtaliogo no On., dtp'. no troth. °C°.soo LC.S.O. AR. 4211. I by The Tm.. Fr. trathot. 1nto..k.q Wood tam... mo-el-. .. it. Ph. Coinpuiruotlni Secn Plait in rndloated by lb. prolix CN the . C..r4m. a. .... . dcavnator I 181 indicates 18 ga. materIal ot uoce. A other. ne 0 ga. - 11111111111F FILE NO: CALIF FILL DETAIL DATE: 01/01/98 REF: 25,15-1 DES: SC SEQ: S151509 -UBC-97 Al I 1111111111 1111 j49ci_p,..jf - 'C F J,L//T, t-f I 1111111110 11111 1101 1111111111011 1111 DETAIL FOR CONVENTIONALLY FRAMED VALLEY FILL C ump uTr ii a, Inc. VALLEY JACKS SPACED 24 o.a. CLEAR SPAN NOT TO EXCEED 8'-0. FOR SIZE AND GRADE SEE END JACK CHART OR RAFTER SPAN TABLE UNDER APPROPRIATE C.S.I. LOADING. Manufacturing Engineering Computer Systems VALLEY PADS laB OR 2 2x4's. JACK POSTS 2x4STOBE PLACED UNDER VALLEY JACKS ATNO MORE THAN B'.Oo.c. AND NAILED TO JACK PIJRLINS. JACK PURLINS - 2x4x4'4 SPANNING OVER THREE TRUSSES UNDERNEATH AND PARALLEL TO VALLEY - -' RIDGE BOARD . - JACKS TO WHICH THE JACK POST SUPPORTS ARE NAILED. MINIMUM 2x6 NO. 2 HEM-FIR. - RIDGE POST - 2x4's TO BE PLACED UNDER RIDGE BOARD AT NO MORE THAN 5'-O o.c. AND NAILED TO RIDGE PURLIN. RIDGE PURLIN - 2x4 WHOSE LENGTH IS 112 THE VALLEY WIDTH AT THE POINT -Valley Jacks - RIDGE BOARD - INDICATED BY A RIDGE POST. . NAILING PER U.B.C. 1997 at 24 o.c. . I A l -. TRUSS AT 24 o.c. Ridge Ridge END WALL, GABLE END Purlin a I OR GIRDER TRUSS Post Jack 1 I I I I 1Post Jack Purlin SECTION A-A STRUCTURAL TRUSS INC. C L CERTIFIED INSPECT!ON Note: Attathridge/iackpurllflsto posts with 3-l6d nails. . . IN STRICT ACCORDANCE WITH U.B.C. 2311.6 PREFABRICATED. _ A 0 AVlf i Valley Pad 7 . - - II Jack Purlin / Il u I I Jack Jack Purlin II- gi C-, (J1 -t Ooj C• I \ \, \\ \. V .. \\ '\ a, . LT 1r ii i r- .CD-rV rr c n , tb. -. Cl, r - mryi 22 LC p.s. C3 ti ci 0 CD r fl, m O X CI7f/) - (c- fy m u, I_ C -c Cl, Il.l -i-I m A -4 En .. LI, .. C, w r,u - 2 — I 1U z. 2 5 O —; m u, La II L — I — m -yi zz In 9 zzz 25 LU r - 0 - ci00 L, to 0 R 0 C2 + iD mi -. in f.LI3Q JlI r 0 Z J IM CJ'th I- LILI L,iQO z C,I o 0 mø LI-i -U, tLIL,1 012 r--nl,y1-n 00 CC 0;o Q 05 '-I- 1 (11(1) . rn Ij m- • 0000 0- fu Pu 09 bbc mmmm C. - I- r- -l-i - 11 LItu.-s. - I ii - - ii 10 - J to in 01 Ij UlaIc, 01wW m I- 03 fm Lp In S..,.'. ci 0 33 m 'Ti . - ILL, m S fu '•-1,_• o D Ui C, ro UilIUi . .-• -x 00 C Ui 00 ., •Cl liII1UV!IJJ HII!J? I$ 1I! 11JII !J1 II LUMBER SPECIFICATIONS SIZE SPECIE GRACE PANEL 451 TOP C40Rr3S: 2x4 OF 12 1 ODi TOM CHORDS: 2x4 OF 12 1 WEBS: 2x OF STAND I TC LATERAL SUPPORT '- iaoc. UON SC LATERAL SUPPORT <w 120C. UDH. TRUSS SPAN 2- 0.00 LOAD UUR&T10p4 INCREASE SPACEC 24,0 D.C. LOADING Lt 16,D)413L( 14 . 01 ON TOP CHORD - 30.0 PSF 04. ON BOTTOM CHORD - 10.0 PSF* TDIAL LOAD • 40.0 PSF$ MS PSF REIJUCI ION JAKEIS ON BOTTOM CHORD, AXIAL STRESS (JNLV. ANSI/Tel SINGLE MEMBER FORCES 4WRGO Ii- o 61- OWl - -00 LEFT - 93 RIGHT .' 93 BEARING AREA REQUIRED (SC. JNI JOlIII 1 .Th OF 1 .23 I-V / .22 5FF JOINT 1 .15 OF / .23 PIF / .22 5FF G. N0.33783 - - 4.00 . -..---- .- .-.-....- - -C-1x2.6 •---- . ilk ii±IIiII J. .3 C1X2.6 ;-- 2-8-W C L STRUCTURAL TRUSS INC. IS IN STRICT ACCORDANCE CERTIFIED INSPECTION WITH U.B.C. 2311.6 PREFABRICATED Gn.t hoc... e1bnig nlad: 1. O st n to SUP P-4 Waft .. She wn6 o a. . N...(.1 .Dwif ..... t. . a a I gti conforms to UC-97 AnVer 1.07(11) -W -.-- 2-O •.c. and et 12'4'*. ,.ep.ctwI. ). 2x4 Irr,t brfr or het.r. br.dn jlr.d W•22•MS OIt • 2•IM•i a - 4 tnsl41athn OS IC lice vpacbilllv all ths Iptc4Iy. gCe*tscicl. DATE-. 91 4/2001 4. Aliece.I $.r.*Ieg .n..o. de eel r4pM.c.neet b.g 5. Oearn asturnev tIu. era to be used in. fleetS.. etwuwcmcnt. swa be pCId.4L, des CI iet• are for th1r len*Ofl .11 U... CetIe4... ..e. . p.. ead. b..*,. B. Design ..awm.s full beating at 411 1UpOa,Lt uhowa. Slnb oA w.dg. II LIES. BY: Neb..d .be.d b.ip2.i. Cp ..judId*.bed..ç..d I.2ITy. CampuTrue Inc. 7. Oen ms do to S..clisga Se lcto4lded. B. Plot.. ahell B. hncetrd net bolls Sic.. OS Mice. and dated on tbeir teeter I-& be .#el.dic c5 __ lines ooirui4r mth pini center Nero. • ..-..cc.oeq . ,,etmrconm. SEa.: 500127 °. has "- o. i1pt. Wkerts ii..., $left iii inches. - lb.le.Sre. lra. AV-of and irtelcian al mpancle. 10. For iconic deslon waken ofihe Ccrnptlkui Plots. indicated by the prefix - 3. Im dmn b tetdd..d dsdte ett m.B. e.o LCBB. HR. 4211 - - by lb. Inan Pal. dbd. Wend i._, i01. • ..py . liThe Can*utnj. Net SectS... Pt.?. S. IndIca?.d by di. gnmt)x CN the rt .Sb. .d b c.nnm.. ... 1-, 1. d.a59ra*.. 4181 i.d.catec lB go. cecalesid it trod. ALT dicer. are iO go. TRUSS SPAN 20'- .00 LOAD DURATION INCREASE - 1.25 SPACED 24.0' O.C. LOADING LL I 1G.01-+D1 4 1401 ON TOP CIfOFlO 30.0 PSF DL ON BOYTOM CHORD 10.0 PSF* TOTAL LOAD 40.0 VSFx 85 PSF REDUcTroN TAKEN ON BOTTOM CHORD. AXIAL SIJIESS ONLY. I iii igi Icr)F47 -r LUMBER spEclrrcATluils SIZE SPECIE GRADE PANEL IS) TOP CHORDS. - 2x6 OF #2 1-4 BOTTOM CHORDS: 2x4 OF 92 IdEBS: 2x 4 OF .srANu. t- 4 IC LATERAL SUPPORI ( t2-Or. (JON. DC LATERAL SUPPORT <= 12OC. UON. ANSI/IPI SrNOLE MEMBER FOFllL'5 4WRDIJ I 1= -433 a 1= 1341 N 1= -247 1 2 -1252 8 2= 950 H 2= 345 I 3 -1232 U 3- 1341 W 3= 345 1 4= -1433 If 4= -247 . LEFT = . 709 RIGHT 709 REARING AREA REQUIRED ISO. IN) JOINT 1 1.12 OF I 1.73 If / 1.69 SPF ,JOINT 5 1.12 OF / L73HF I 1.65 SPF _._1Q-00 _L___ 4. 00 C4X6 4.0° - -- / ID-OD-OG - 12 C-I.5x2.6 TJii__TTT ..J1 IJI I C-2.5x4.3 ---i ---.. -I C_2.5x4.3[ STRUCTURAL rtU J CERTIFIED INSPECTION '' IN STRICT ACCORDANCE U.B.0 3i.G 20-00O0 Scale: 3/il" JOB NAME: OFITT osi: 8/31/2001 DES. BY; SF0.: 498457 WAU1It4Oth Gan 1. Slw.1 &4 a.wl Nod.. nd Warning. b.4. earn ear. of lrnno. 1. 2. ml and eatf.n 10nOa.3or h.nr4d a. ,44..d ci 2. W*w. aod.r. 10nOO.ofl odO0. 3 3. 1.3 r .1cc .1r rnoMg rn..l b. 1.4&i.1 e%ee O0fl 4 4. Al htn=i d.-rirnert. cod. - Ueapoe,j' one 9aanon4 b...*.V. 5. .rnrd Do 4rnlgn.d - prea14.d bO 1gno ci cOdOln1a OlnatreA. Com9..bu. .ea.n. an .nd.ditp ic rooD bnn*rg. 8. 0. tio mod dm41 Do rp8.A to .r. oocpro.m rang .11 ml braving and 7. Dower. .ro oarnpkDo. and it... . J.ac14 .ny Dodb granler lion drolga Dod. be nppd I.. on en awe. A. coflparn.s in...,. ront,rl ace mA saeroneawpoirmllytcrtb. (á.t101I.n, isandlbrj. deant mA inatok.d.a ol erproerlic. 7. ThfiL rlerlgn in tmdJel o.&foot to the 4.1k.,. a.. tron Jwigr.. on k.lfn 1by V. In... il.1. Ut10o In'bmtror We" loao... il1D.go. • -VT .1 alan, unbano otherwise noted: n4 support loads enofonwi. Jg1gn conforms to UBC-97 AnVer: l.07(IU-I( n onawrn.. The tot. and batten, chards be be imlerolly boacad t cc. and at 12'-O S.C. ieollcltlm4r. .,pact bridg.n on looccol bloclng ra.pitred wh.,a *rnwn + atom ci uu.o ro the ceponnibillif ol the ranmatn,a conbocter. r. 41TJn.oe tnmc$ are to be used In a i.on.corraolva crwlronflreril. in for -dry condition- of we. n assumes Ml bearing at at supports ,.lewn. Shim or wedge II sery. IREL Ii a3meo Adequate drdnag. is pnovk1e4. rahell be located an truth faces ml tnon. and placed so their center o.ncWe will. joint CcfltA1 baa. NWrATuP3 . tI3tdcr.nIi . CCriPJrCa 10LDO indicate .oce of Wale in in-hem. anic dec.n valuts of bite ConipatnJn Rate, Indicated by the prefix tea LC.5.0. R.R. 1211. F.- :,.,t,ur, Not Section Prato Ic rr.dlceted by Bat pr-fix 'CM° the toter 1161 cidicat.. 18 go. material is used. All eltiati an. 20.jc. I, 13-00-00, -- Mc'rF21-7rJk4- IflI1I!IIII1IIIiII1IIIIiOhi1llO LUb*OEII SPECIFICATIONS - 13- 0- 0 HIP GIP.IJER SETBACK 2- 4- 0 FROM END WAIL ANST/TPI SINGLE MEMBER FORCES 4WR61 - SUPPOJ*11H6 B- 0- 0 r I- -2262 0 1- 2038 W 1- 751 SIZE SPECIE GRADE PANEL (S] '-LOAD DURATION TNCRCASE - 1.25 $ F 2- -2145 B'2- 3506 W 2- -1406 TOP CHORDS: 1 3' -2145 6 3" 3596 N 3 461 2x 4 OF 12 2. 3 LOADING - . 1 4- -2262 0 4- . 24338 If 4- -1406 ax 6 Of 92 1 4 . . N 5- Tht 6011014 CHORDS: IC UNIF LL( 32.01 40L I 28.0)- 60.0 P11 0 .0' 10 2' .4.5 VERT 2x 4 OF •10TR I- 4 IC UNIF LL( 35.01.01.1 30.6)- 65.15 PLF 2 4.5' 10 10 7.5 VERY LEFT - 1199 RISIgi' - 1199 IC UNIF ILl 32.01 +DL( 26.01- 60.0 PLF 10. 75 TO 13 .0. VERT 2x 4 OF STAND 1- 5 BC UNIF LL( .0)+OLC 10.9)- 10.9 PLF 0 .0" TO 13' .0- VERT SEARING AREA REQUIRED (SO. IN) BC UNIF LL( 49.01H04.I 57.01= -105.0 PLF 0' .0. TO 13' .0 VERT -JOINT I 1,921W / 2.06 HFI 2.82 TC LATERAL SUPPORT '- 120C. UGN. JOINT 5 1.92 OF / 2.06 HF I 2.82 BC LATERAl. SUPPORT - 120C iON. IC CONC LL( 17.4) DL( 15.2)- 32.7 LOS 0 2' 4.5' IC CONC LL( 17.41 $611 15.2)- 32.7, LOS 0 10.' 3.5' 2-04-08 -03-00 - 2-04-08 12 - 12 4.O1H' INC. tCL CERTIFIED INSPECTION is IN STRICT ACCORDANCE - - -..- -----• PREFABRICATED Scale: (/2 JOB NAME. STRUCTURAL - MIFFII *&II3OS Growers! PLurlwotteiw*esn.1ed Oe1gn conforms to LC-97 4tVee' fl I.Oitj-Wa2) e..d ii 0d also" d W.e*,q, .(w oU000000 .1 0...... ,o , .*.aw AmW b. ed..d -4 oll o.,w aIe1 Deiin to .Appalt I,.de ., .Iiowfl. DaeIn 00smes the lop onel bttion thards to be latersew braced at - W,iffi,, botot, 000O00Sqb "'u bd.G 0003 be be* 03000 •4•0= +. ro O.C. And ot I 2"0 o.r. .w.ctive!v. 2x4 Inoet bIdainq or lateruf bracing r.00rumeud.d i4.0s. shaven 4 4 DATE: 9/ 4/20431 AIts,d fuo e.4o*g deuoo. ...th.. t.tçow --' ea b,o,**. 4. betellelion of iu I. the ruoponelb S. °°°'' of the ruo*c*Ivu conu.rtop. rnrru.,vo envfporg*.rnl. a03 0. 4. puo*.4 by th.* Of anst. .tdth00. C.tT., be th bedoe, olid MO Nor 'd'y condition' of use. 0. Duolqo full b..th Inc. em1.. el all euporta shown. Shim or vied. if DES. BY: RH rP00IV 0. No *uoj th00 4. Ø.d Ie-y 031 .1t b.i i flerlllley. aicquat. dr,jn.9. is 7. $= 0. locelod ,;!;rose 5(0.: 500136 -°i,"" 11.141 aI.l? be on both (ccci ci twi., aid placed so thou eontOr . teciiUi . 0. O*o her, 30000001 00M .34 eV 30 ..00.*iNil Ho t1h. 0. 0.3*1e bidirelO aixe of p1.1. in Inche.. *403oo. OfI .,d Hflolodcil .1opeieib. 10. F., basic dedan vitaes of if,. Conj3ru, P1.1.. 434c.134 by the p,cii. 1. 13*. d, I. f,sob *fi4 b.d Ic 13. u,03.lkci Isa d.o&,...1 fwth 'C, see l,C.00. RH. 311. - W." -r...... ieear, aep or ii. 13* Ciansojtna. N SecIlor. (hr. a indicated by the prof Is 'CM" the juolndorlI6Jiidlc.tee 1$ In £Oç.. ..ee a. materiel! ti.ed. All oih.r. at. 21- 07 0 iirP SETBACK 8- 0- '0 FROM FIID WAIL LOAD BURAIION INCREASE 125 + LOADING IC LINIF LL1 32.0) 4011 28.0)- 60.0 PLF 0' .01 10 8' .0- VERT TC WIIF LL( e0.0J9oL ( 7O.D)= 350.0 PLF 8 .0 TO 13' .0' VERT TC UNIF LL( 32.0).OL( 20.01- 60.0 PLF 13' .0" 10 21' .0. VERI OCUNIF LII .0)+DL( 25.0)- 25.0'PLI 0' .0 1021' .0' VERT TC CONC ill 298.71.0L4 261.3)- 560.0 LBS W 8' .0' IC CONC 11( 28.714DL( 261.3)- 560.0 LBS 8 13' .0' !OID1IIII 40-rr-,tr- £ (q -- - - 1.UM8E14 SPECIFICATIONS SIZE SPECIE GRADE PANEL IS) TOP CI4DROS: 2x4 OF 12 2.3 226 OF I? 1.4 BOTTOM CHORDS: 2x 4 OF Ii&BTR I- 3 WEBS: 2x4 OF STAND 1-4 IC LATERAL SUPPORT <= 12"DC, LION. BC LATERAL SUPPORT <- 1211C. UON. NOTE: )X3 BRACING AT 24" D.C. FOR st ALL FLAT TOP CHORD AREAS MDI SIIEAIIiED, ANSI/WI SINGLE IfEMBER FORCES .4WR60 1 1- -4253 8 1- 4035 W 1- 396 1 2- -4011 B 2- 4301 14 2= -.167 -4011 6 3= 4035 II 3- -367. -4253 W 4 396 LEFT 1677 1416)11 1677 BEARING AREA REQUIRED 4S0. III) JOINT I . 2.50 OF / 4.14 HF I 3.95 SPF JOINT 5 2.68 OF / 4.14 HF / 3.95 SPF 5-00-00 ---..---.i'----------- J-00-00 12 4.00 L' C-i.ix9.4 C-2.5x4.3 -- .....-..... 10-00-00 C-?.5x4 .3 C-47.7 8-00-00 _ .Q14.00 No. 33783 9(p- IftOP2 STRUCTi ot - ç5 CERTt CCOD1\NC Ct4-3t4 .5 (s) 21-00-0 tt - ('_'i f.,1 ) Scale: 3/0' DATE: 0/31/2001 tiES. BY: SEll.: 498459 WA11NG1O5 1. Ii •G,I7Gdw.ed W.há.U.b'w,*a.thtln ci tjnww.. 1. 2. S2d. .nd e1, cedn .ind 5. .4nb..4c1,O Oce 7t.t W.n*,a, Cetce ,onibe . 3. 1.3 ,nwIw, w blednc .cent be I.ai.d whce d,w... . 4ti p.cc. rGtlng dcetc cci, . .,, be.*.. : ,rnel 5. dci0n.l ce4 p.wci.d b dcign .1 -plat. .ernnre. Cn.oVnG ... ..ceanp.nty I.; .,1tc.dn0.' 8. S. N. b•4 .i.edd 5. .p.d t. cecloewl on .111-.e b.dng and * ledn b. .icl.dno -V o~mpanmnL 0. Co.r4m0...e in.. n. ne..bel n.ned ..wnen en innS.9. t.b.to.11en. hne.e. .14en1 -ad k.fl.0ci1cn ci cdc to. 7. fl dmcd benbtcd .-b-At. II. Imitethe. en th. .tc.igt. ent IcrUs b the Tm.. Pint. ln..11nt. Icfi.thnn Wonni 1mm.,. HIO.el°. . nepy ci It. ci.h,S eat So bcn,hh.d b C..n.putmo noce as. teilcen ctherwi.e noted: - to wppoit load, II thesre. jlesl9nconform3 buttote to U8C-97 AflVer 1.0/ (IL) -W jn1en the top and chord. C. be laLar$Iy breouti ci 1 2'-O' rcep.ctiydV. .c. and D.C. fact bnl.191r8 or Iai& brecinci nequitod vd,e,e ahown + a tort of Icuc.,. the ren3onswtl6l) of the reepecl.v0 contractor. aceulnes t,u.e,s arc In be ucea in a r..n-enrroadve environment. for 'dry cord1tinni abuse. nenlunen full l.aaunç at all enpporta thaw.,. .Irn or wedg. If ry. en..nine, admpnat. douna. I. provided. hail be located an both face. at Cn.ae, and placed en their center laid. with Ion. Cent,, him.. wasuaLru'na n.nftlttn srtrton ndic.te eec of plate in inch.,. . . . dcc,gn vdiue of the Conipot,ue Plate. indiocied èy the prefix .I.C.B.O. H.A.4211. wputnuc lint Sertlan S'tetc istndcatcd the rclix C14 tin. tor 118) i,idfcotea 19 a. ,nh1en In U.ri All ether. ec 20 go. LUMBER SPECIFICATIONS SUE SPECIE GRADE PANEL(S) lOP ChORDS: 20 OF 12 1.4 24 6 OF I1TR 2, 3 NorToN CHORUS: 2e4 OF 1L), 2 2x 4 OF - IISOTA 1 3 WEBS: 4 OF STAND .1-4 T4 LATERAL SUPPORT <= 12"Uc, URN. C LATERAL SUPPORT <= 12OC. UON. C-2.5x2.6 - .. --- - -.-.---- / L * C.-?. 5x4. Scale: 1/6, IlII II II ,1'7 F'11r.. £- 7 I 11th 11111 11111 II111ihI till 1I liii 21- 0-- 0 HIP SEISACK 0- 0- 0 FROM END WALL ANSI/1'PI SINGLE MEMBER FORCES 4WRGD LOAD DuRATION INCREASE - 1.25. .- I I- -4053 8 1- 3790 N 1- -510 1 2= -3561 6 2- 2800 W 2= 770 LOADING . r 3- -3664 6 3= 3798 W 3= 770 T 4. -4053 B 4- ••51 TCUNIF LL( 32.0)-tOL( 20.0)- 60.0 PLF 0 .0" TO 0 .0" VERY . IC uNJE LL( 60.0I40LI 70.0)= 150.0 PLF 6 .0" 10 13" .0" VEAl . LEFT 1677 RIIItI 1577 PC UN1E ILT 32.0I+DL4 28.011" 60.0 PLF 13 .0" 10 21 .0" VEAT BC LNfTF LL( .0)-oDL( 25.0- 25.0 PLF 0" .0" TO 21 .0" VEAl BEARING AREA AEII01AEO (SO. IN) • JOINT I 2.60 OF / 4.14 HF / 3.95 SPF PC CONC ILL 299.7140i( 261.3)- 560.0 LOS B 6 .0. • JOINT 5 2.50 OF / 4.14 HF / 3.95 SPfl IC CCHC LL( 298.7)-lOLl 261.3)= 550.0 LOS B 13 .O 12 4.00c -1 _p.'ç3D2 C-36 - C-2.5x1.3 C-5xSj STRUCTURAL TRUSS INC. CERTIFIED INSPECT 21-00-DO 11-00-00 RCT ACCORDANCE IN ST Vt UB.C. 2311.6 . • . W4R80466: . G.oenl Not.., urfeys otlwetri,e eoted - 1. ll..d .0 GwM N.s.a ..d Wo.*. b.to.obower..fi.owe. I. Design to support In ads to shown.lgfl conforms to MC-97 AnVer: 1 417 141) -w .e.a,u b. ..p.a.. .i.i o 2. Do o.=suna. the ta and bottom thofdm to be kcvdly b,c.d 0 6S 2 e.c. end at iTO" oc. uo.pacehr.Iy. Wwbma b.kr. .nsieu oomm.awee. .1 1i3 flP.aodto .0 •â6 O.0T to I.welod 0t OOfl C 4 AU I.t On.. .ulb twepowty.od b.d6. .j wmh.g.I.ot. pm,.wel 2x4 Itnpeet bridging at IotegeI br6nq to red whet. shown -i + InsioVatlan at flu.e et the ,iaponslbility of the re.paclivo on,ic,aatet. DAlE: 41/3 iieoo i" S. D..n trowee. , to lie wood in a nn-co,ro.hr oretironmecot. .arn.I to dfgn.d dp.a'dd by 4w a1oal.t. atNeto.. - end or. for "dry condition" of so.. UES. BY: ptv Coopamom. .e...m.. a. a.p 04 tot mads ba.0g. S. N h.t14t.ppU.dl. one to ..od.o.1I.10.. 611 bsaobq.nd Design amuniaw MI beat" .t all euppoila shewn. Slim or wedge it Omni rus1nc unonore aoaol.l.. .5 a. On,. .Ia.dd toy SolOs then 4J or. .ad ertotor DOUIIJO aiStlln.. odoqiitto Oi.amge I. paonrfrd. 0. Plain. ahe&f be rocatod an both Torte of ine. and plated .o Stan. canter Sf41.: 4 9846 0 rood. b..ppd Sn .ny 0. Con.puteo to. a. amoitwi owe ..,40orrn, 00 I.aP000tOsY to Ia coln.ide with Taint otnted llttie. io.(ur,nt sm.stsrcos 0. Diguta inda ale ol5o oS plate in odin.. 4n,tsiedMg. ibipOitot itjba.t 04 10. For boric dwegn voluoa ci the Cernputuua Plate, lndic.at.d by the profit - . 5 ThIs O&JOS• toitwh.d we Ia Oh. a.tratk.. on Itot. Ossigno or 1=0 by 0. Tao. 1504. Ocallto. SoBr.g Wo,OTitmwe-. ii". • .epy. m.Nn5. So.J.In.d by "C" see ic.a.o. RIL 4211. 11. TtueCornpuIiu. Nat Section PloSa in irsdmcWd by the prefix "CT. the dnelgnair 4181 indicma. 18 material to used. All others are 20 go. I 11111111111111 1111111 11111 11111 11111 11111 11111 11111111 "SSES SPACED LQmpLiri'us Inc REQUIRED AS Manufactung Engineering Computer . . NAIL TRUSS TO SPACER BLOCK .IMTH 2-16d NAILS PARALLEL ONE SIDE, TOENAIL TRUSS TO TOP PLATE WITH 2-1ed NAILS 3-1ed NAILS OPPOSITE SIDE. 1.OFE$SI THROUGH SPACER TOP PLATE w No. 29017 DOUBLE TOP PLATE OF STUDS SPACED AS REQUIRED '-1 STRUCTURAL TRUSS INC. . . i s CERTIFIED INSPECTION IN STRICT ACCORDANCE . . - fft- 2-1ed NAILS INTO TOENAIL 2-16d NAILS EAVE BLOCK INTO EAVE BLOCK SECTION A-A WITH U.B.C. 2311.6 . PREFABRICATED . . . ALTERNATE EXTERIOR WALL DETAIL - . EAVE BLOCK WITH 2-1ed NAILS .. PARALLEL ONE END, 2-16d NAILS TOENAILED OPPOSITE END. SPACER BLOCK WiTH . - SEE NAILING REQUIREMENTS FOR SIMPSON H2.5 CONNECTOR. 3-16d NAILS INTO TOP PLATES . FILENO: BLOCKING DETAILS - .. DATE: 01/01/98 REF: 25,15-1 DES: SC - SEQ: S151507' UBC-97 TRUSS BOTTOM CHORD BI—J - NON-BEARING PARTITION PERPENDICULAR TO TRUSSES EompuTr-us, Inc. - TRUSS Manufacturing • Engineering • Computer Systems - BOTTOM CHORD ky DUAL WITH 1-16d NAIL OR - SECTION EQUAL.0 U - AMC o.2901 [T 2x4 BLOCK-ATTACHED WITH 2-16d fli.J- 2x4 BLOCK SPACED 24 oc. TYPICAL EXP. 3131103 JI1j k- NAILS AT EACH END - All SECTION 1' TRUSSES SPACED AS REQUIRED ® NAIL TRUSS TO - BLOCK (3 NAIL SPACER BLOCK TO TRUSS 3-16d TYPICAL SET NEXT 0 BACK NAIL AFTER A LL C TRUSS AND ,—TRUSSES ARE ERECTED TOE NAIL TO PLATE - FILE NO: CONNECTION DETAILS DATE: 01/01/98 REF: 25-15-1 DES: SC SEQ: S151506 UBC97 H1J STRUCTURAL TRUSS INC. C L CERTIFIED INSPECTION IN STRICT ACCORDANCE WITH U.B.C. 2311.6 PREFABRICATED 2 X OVERNAlO (MIN.) OVERKANO 151111 ilifl SIlls 11111 11111 11111 11111111 MAXIMUM ALLOWABLE OVERHANGS FOR TRUSSES AND RAFTERS LOAD DURATION INCREASE • 1.25 SPACING • 24 O.C. LIVE LOAD (PSF) 20 20 18 16 18 DEAD LOAD (PSF) 8 15 7 14 19 TOTAL LOAD 1PSF1 M AA IA mPuTrua,Inc. Manufacturing • Engineering • Computer Systems c STRUCTURAL TRUSS INC. CERTIFIED INSPECTION IN STRICT ACCORDANCE WITH U.B.C. 2311.6 'tEFABRICATED NLM MUM ELM NUM NEE M.-M-01MMUMNIAMMUMIMM ELLI-M NU M. NUM MUM MULM MUM DESIGN CRITERIA MOMENT: M(L) 5 1.2$ (2)(FBR)(S) DEFLECTION: (3)(LL + K(DL))(L1 ) :5DEF (24XEX1) SECTION PROPERTIES 20: S. 3.063(!N)' I 5359(//1)' 2x6: S = 7,563(IN)1 I m 20.797(111)1 2x8: S I3.141 (1N)' I a 17.635(!N)' DEFLECTION: K0 FOR DL < .5L1 K a I FOR DL .5 LL DEF • 1-1240 C L STRUCTURAL TRUSS INC. CERTIFIED INSPECTION IN STRICT ACCORDANCE - WITH UB.C. 2311.6 PREFABRICATED / C38462 Es31M CMg [ ][ ]1 ] [ if Edward W. Marshall, P.E. C38462 [ ] 2044 wildhorse Lane, Big Bear City CA 92314-9024 800.337.7083 909.584.1190 Fax 877.639.8375 Licensed by the Board for professional Engineers and Land Surveyors Date: 10/18/2001 18:20:28 Client: Moffatt Project: Guardrail attachment design References: UBC Table 16-B, Special Loads, Allied Tube & Conduit weight & specifications Concrete Balustrades Railing Height: 36 inches Base width: 9 inches Base Moment Arm: 4.5 inches Force Per Foot: 20 plf Support Spacing: 36 inches Force At Support: 60 lb.s Moment: 2,160 inch-lb.s Uplift: 480 lb.s Allow. 16d corn.: 134 lb.s Total required: 3.5 - ==>use (4) each, block to I-joist web. with (10) 16d through Simpson HUC610 hanger, upside-down. Iron Railing Railing Height: 38 inches Plate width: 5 inches Plate Moment Arm: 4.5 inches Force Per Foot: 20 plf support Spacing: 48 inches Force At support: 80 lb.s Moment: 3,040 Inch-lb.s Screw Uplift: 675 lb.s Allow. 16d com.: 134 lb.s total required: 5.0 ==>use (4) each, block to I-joist web. with (10) 16d through Simpson HUc610 hanger, upside-down. Screws per side: 3 Uplift/screw: 225 lbs Design embedment: 3.0 inches Minimum withdrawal: 75 lbs/inch ==>Use (6) Simpson SDS 1/4 x 4-1/2 inch screws (225 lbs/inch) Tubes @ support: 2 Bending/tube: 1,520 Inch-lb.s Allowable bending: 20,000 psi Req'd Sect. mod.: 0.0760 inchA3 Tube size: 1.625 inchesA2 Tube wall: 0.065 inches Design Sect. Mod.: 0.1583 inchA3 ==>use minimum 16 gauge, 1-5/8 inch square steel tubing with 1/8 inch fillet weld. Plate lencith: 10 inches Plate thickness: 0.375 -:-. Allowable bending: 20,000 psi Req'd Sect. Mod.: 0.1520 inchA3 Design Sect. Mod.: 0.2343 inchA3 ==>use 3/8 inch x 5 inch x 10 inch steel base plate. OCTL9 2001 T --!.--'2:iI I1.:l:1:: .,II .;i-I'II_IEI.._ I:_ LJF.'!;I-lr 760 720 76?.4 P.05 OCT-30-2001 TUE 09:01 AM C11 OF CRSLAD FAX NO, 780 602 8658 - P 05 C-1-t y of Carlsbad .. QT1FICTI OF COMPLIANCE L JYMZNT OFICIPOL FEES OR. OTHIR PWUGAflQN This tour' must be completed by the City, the applicant, end the appropriate school districts and returned to the City prier to Issuing a building permit. The CI 110 Issue an building Pyriut without e completed s,00i fee form. Project Narn Building Permit Plan Check Number Project Address: AP.N.: . •0 Project Applicant (Owner Name): Project Description: Building Type: Residential: - Number of. New Dwelling Units Square Feet of Living Area In New veiling ' 3 5 01.61: Second Dwelling Unit: Square Feet of Living Area in SDU 33s. l Residential Additions: Net Square Feet New Area ? Commercial/Industrial: Square Feet Floor Area City Certification of Applicant information: Jd - Deta: SCHOOL DISTRJC1S WITHIN taz CITY OP CARISB4D Car1bsd Uuificd Sehool District San Muco! United School Disthot 801 PtncAvo 215 Mats Way Car C —. San Mucoa CA 92069 (736-2200) Encinitas Union school District ~an6iep~itc VniorifiO School District LO South ncho S Pa Rd Endnite CA 92024 (753-6491) 710 Encinitasblvd '. Encini*, CA 92024 Catiun of AppllcenVOwrinrs. The person exuutng this declwtion r0wnr") certifies undijMlty of perjury that (1.) the Lrfornatlon provIded 4bove correct and true to the beat of the Owne(e knowledys, and that the Owner will file. an amended oejtfficatlon of payment and pay the additional fee If Owner requests on increase In (ho number at dwwalling units or square. ibotau aftw the building perrnft is issued or If the initial de..n"Ination of urla or square footage U found to be moon-sd, and that (2) the Owner w the ownerfdevelopef of the above described pioject(s), or that the person executing 11his declaration is ulhirIiod b sign on behalf of the Owner. Dew - -- 1535 Faraday Avenue .Carlebad, CA 2008-7314 • (780) 6022700 • FAX (700) 502-860 RYIISdI/WO 3-20 0 1 ci F4 Ii7 -ri Sr1lJEL I P...- LJI I G H T 7611 7.20 7634 F.04 OCT-30-2001 TUE 0900 AM CITY O PSL6AD 'FAX NO. 760 602 8668 P 04 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duty authorized by the applicable School District, certifies that the dveIoper, builder, or owner has satisfied the obligation for school facittes. This Is to certify that the appilcant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may isme building permits for this project. SIGNATURE OF AUThORIZED SCHOOL 0 / DISTRICT OFFICIAL - TITLE I43 AcneS Svc, NAME OF SCHOOL DISTRICT DATE!• •0 2— PHONE NUMBER • , 1 ID9 3I c:.T-1-211 .1:c7 -r•i .AMJEL..JRIIH1- t 76 ?2 0 7 P. 04 -. OCT-30-2001 TUE 09 :00 AM CITY OF PRSLBD FXNO 760 602-8668 P 04 4.. .4 -. SCI"400L DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) 4 . THIS FORM INDICATES THAT THE SCHOOL REQUIREMENTS FOR THE PROJECT HAVE. SEEN OR WILL BE SATISFIED SCHOOL DISTRICT The undersigned being duty authorized by the applicable School District certifies that the 4 developer, builder, or owner hat; satisfied the obligation for school facalues. This Is to certify .that the appl3cant listed on pace I has paid all amounts or completed other applicable school mitigation determined by the School Otstrkt The City may lamie building permits for this project S '. SIGNATURE OF ALflHCRIED SCHOOL I ,i -- •. :1 DISTRICT OFFICIAL TITLE - NAME OF SCHOOL DISTRICT - •.' . . DATE I PHONE NUMBER * .*. ••*. ---.4, 4, -- 4 ., .4 4 - ' -4 - .- •. -- -'. - .• - -- - . • . ---4 LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE The application must be signed by the owner (or his representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT. THE SEWER CONNECTION FEE LESS A $50 ADMINISTRATIVE FEE WILL BE REFUNDED. A six-month construction period shall be provided and sewer service charges for the balance of the fiscal year shall be collected at the time of application for sewer permits. Sewer service charges for subsequent fiscal years shall be collected on the tax roll in same manner as property taxes. If the six-month construction period extends intothe subsequent fiscal year, a prorated sewerservice charge forthatfiscalyearshall becollected on thetax roll in the same manneras propertytaxes. Thefullsewerservice chargesfor all subsequent years shall be collected on the tax roll in the same manner as propertytaxes. There will be no additional fee or refund if service actually commences on a different date. The prorated sewer service charge shall not be required in those application for sewer permits for subdivisions. Such applicants shall be required to notify the District, on forms provided by the District, of escrow closing on individual properties within the subdivision. Sewer service charges shall commence upon close of escrow and will be the responsibility of the buyer. If a service lateral is required, it must be installed by the owner/applicant in conformance with the specifications, rules and regulations of the District and subject to inspection by the District. A DISTRICT INSPECTOR MUST BE ON THE SCENE AT THE TIME OF CONNECTION. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is also responsible for the construction, at the applicant's expense, of the building of sewer from the applicant's plumbing to the point in the street (or easement) where a connection is made to the service lateral and for construction, maintenance and connection of the service lateral to the main line. IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CON- SIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. ALL SUCH CONNECTIONS MUST BE MADE WITH AN LCWD INSPECTOR AT THE SCENE ATTHETIME OF CONNECTION. IF, FOR ANY REASON, A CON- NECTION IS IMPROPERLY MADE, IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT, AT THE APPLICANTS EXPENSE, TO DIG UP OR OTHERWISE RE-EXPOSE THE CONNECTION SO THAT AN INSPECTION MAY BE MADE AND THE APPLICANT AT THE APPLICANTS EXPENSE SHALL MAKE ANY CORRECTIONS OR ALTERATIONS REQUIRED BY LCWD. IN THE EVENT THAT THE APPLICANT, FOR ANY REASON, FAILS TO TAKE APPROPRIATE ACTION, THE DISTRICT RESERVES THE RIGHT TO DIG UP AND INSPECT THE CONNECTION AND MAKE ANY CORRECTIONS NECESSARY, AT THE APPLICANTS EXPENSE: OR IN THE ALTERNATIVE, TO DISCONNECT SERVICE. ANY COSTS INCURRED BY LCWD IN TAKING SUCH CORRECTIVE ACTION SHALL BE BILLED TO THE APPLICANT AND MAYBE RECORDED AS A LIEN AGAINST THE APPLICANTS PROPERTY EQUAL IN PRIORITY TO A TAX LIEN. OWNER'S NAME JERRY MOFFAT MAILING ADDRESS SAME PHONE NUMBER 760-438-4449 SERVICE ADDRESS 2662 (AT,TCTA WAY TRACT NAME/NO. _________ LOT# _________ CONNECTION FEE: $_3,950.00 ASSESSOR'S PARCEL NO. 216-184-6000 PRORATED SEWER SERV. FEE: $______________ TOTAL $_31950..00 TYPE/BUILDING _______-#/UNITS 1 PAIDBY: DCASH IRCHECK# 340 The undersigned hereby agrees that the above information given is correct and agrees to the cond ions as stated. AI _________________________________ 1/4/2002 /"- 22489 ner sgturT Date Rec'd by Account No. Ref: 15BS.PERMT1 CB012647 2662 GALICIA WY CBAD j MOFFAT RESIDENCE SFD3335 SF, GAR 46OSF, DK5755F - --- - RESDNTL SFD Lot#: 90 WRIGHT SAM BUILDINJV Lb / I PLANNING ENG1NEERIN FIRE APPR/F0RM HEALTH DEPT HAZ MAT AIR QUAL - TO FROM cl~~ OTHER SEWER DISTR BLDG GRADING LETTER APPUCANT PLAN CORR GCHOOLFORMO) CFD FORM P E & M WORKSHEET Cl-i CL.'A I F. - - ____________ BLDG FEES COMPLETE 0,X a/., X6 - - - -C4 -/ - /b-o / • - J1cLfr1 - 16 - ,,'° / - • : 7(C9 1° L t- Jit - • • -,