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07-2928 (AR)P.O. BOX 1564 78-495 CALLE TAMPICO LA QUINTA,.CALIFORNIA 92253 Application Number: 07.-00002928 Property Address: 54940 AVENIDA VALLEJO . APN: 774-302-023-16 -000000-,' Application description: ADDITION - RESIDENTIAL Property Zoning: COVE RESIDENTIAL Application valuation: 51137 Applicant: Architect or Engineer: LICENSED CONTRACTOR'S DECLARATION BUILDING & SAFETY DEPARTMENT BUILDING PERMIT I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: License No.: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of, the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any pplit:ant for a permit subjects the applicant to a civil penally of not more than five hundred dollars IS5001.: `I I, as owner.of the property, or my employees with wages as their sole compensation, will do the work, and .the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the - improvements are notintendedor 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 or she did not build or improve for the purpose of sale.). - (_ I I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). - - 1 1`I am exempt under Sec. , B.&P.C. for this reason ( f.ONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that ere is a construction lending agency for the performance of the work.for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPE"11T Owner: JUSTIN CARTER 53945 EISENHOWER LA QUINTA', CA 92253 Contractor: Owner VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 5/13/08 ---------------------------------- -----� � WORKER'S COMPENSATION DECLARATION hereby affirm under penalty of perjury one of the following declarations: _'1 have and will maintain a certificate of consent to self -insure for workers' compensation as vided for by Section 3700 of the Labor Code, for the performance of the work for which thi ermit is issued. _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's' compensation insurance carrier and policy number are: . Carrier Policy Number ' _ I certify that, in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: FAILURE TO SECURE WORKERS,' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN _ SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject'to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and holdharmless the City of La-Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject • permit to cancellation. - I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned pro y i ecti purpose Date:nature (Applicant or -Agent): - LQPERNIIT Application Number . . . . 07-00002928 -=---- Structure Information' 894SF ADDITION/REMODEL/V-NR/RES-3 [CONVI----- ` Other struct info CODE EDITION 2001/2004/2005 # BEDROOMS 2.00 FLOOD ZONE NO 1ST FLOOR SQUARE FOOTAGE 894.00 Permit BUILDING PERMIT INV FEE Additional desc . ..Permit Fee . . . . 847:00 Plan Check Fee 275.28 Issue.Date .. Valuation 51137 Expiration Date 11/09/08 Qty Unit Charge Per Extension ' BASE FEE 829.00 2.00 9.0000 THOU BLDG 50,001-100,000 18.00 Permit. . . ELECT - ADD/ALT/REM Additional desc . Permit Fee . . 46.29 . Plan Check Fee 11.57 Issue Date Valuation . . . 0 Expiration Date 11/09/08 Qty Unit Charge Per Extension BASE FEE 15.00 894.00 .0350 -------------------------- ELEC NEW RES - 1 OR 2.FAMILY. -------------------------------------- 31.29 ------------ Permit MECHANICAL Additional desc- Permit Permit Fee 62..00 Plan Check Fee 15.50 • Issue Date Valuation 0 Expiration Date -11/09/08 Qty, Unit Charge Per Extension BASE FEE 15.00 1.00 4.5000 EA MECH VENT INST/ DUCT ALT 4.50 1.00 16.5000 EA MECH.B/C >3-15HP/>10.0K-500KBTU 16.50 1.00 6.5000 EA MECH AH.<=10K CFM 6.50 2.00 6.5000 EA MECH VENT•FAN 13.00 1.00 6.5000 ----------------------------------------------------------------------------- EA MECH EXHAUST HOOD 6.50 Permit . . . PLUMBING Additional desc . Permit Fee 73.50 Plan Check Fee 18.38 LQPERNIIT •°' .Application Number . . . 07=.00.002928 • x'+. Permit PLUMBING Issue,Date . . . . Valuation 0 Expiration Date 11/0.9/08 ` .. Qty"Unit'Charge• Per Extension BASE FEE, 15.00 '8.00 6.0000 EA PLBFIXTURE• 48.00 1:00 7.5000 EA- PLB WATER HEATER/VENT,.. 7.50 1.001.: 3,.0000 EA PLB WATER INST/ALT/REP 3.00 •, Special Notes and Comments i 894SF ADDITION/REMODEL/V-NR/RES-3. (CONVENTIONAL] THIS PERMIT DOES NOT INCLUDE BLOCKWALLS, POOL AND SPA, DRIVEWAY APPROACH OR ALTERATIONS TO - EXISTING CASITA/WORKSHOP AT GARAGE. ' **INVESTIGATION.FEE ASSESSED PER 1997 UNIFORM ADMINISTRATIVE CODE §304.5 FOR WORK BEGUN WITHOUT BUILDING PERMIT (BUILDING ONLY)** 2001 CBC, CPC, CMC, 2004•CEC, 2005 ENERGY. May 13, 2008 3:41:04 PM AORTEGA '- Other Fees . . . . . . . ENERGY REVIEW -FEE 27.53. STRONG MOTION (SMI) - RES 5.11 Fee -summary Charged Paid Credited Due Permit Fee Total 1028.79 .00. .00 1028:79 Plan Check Total 320.73 .00 .00 320.73 Other,Fee Total 32.64 .00 .00 32.64 Grand Total. 1382.16 00 .00 •1382..16 LQPERAIIT - . Bin# City of Lal Quinta Building U Safety Division - P.O. Box 1504,78-495 Calle Tampico - La Quinta, CA 92253 - (760) 777-7012 Building Permit A plication and Tracking Sheet pp Permit # �'7 °�'g Project Address: ; y 9YO 'Owner's Name: CJ 577) ` A. P. Number: Address: S 35!s _5Z Legal Description: City, ST, Zip: ae, rN 7)�*_ • �� 7 Contractor:C 5 _ Telephone:.2c"v Address: (• ® o k; ' Project Description: 42 City, ST, Zip: .. �("i TW22 3 C% 9�S ' Telephone: City Lic. #: QS ,v06//3G State Lic. # : Arch., Engr., Designer: �. �•rZK F �s ,:f Address:. Y S ?y City, ST, Zip:. SNP✓� ��®� - a Telephone: 74G- Vol Construction Type::.) Occupancy: State Lic. #: " Project type (circle one): New Add' Alte Repair Demo Name of Contact Perso Sq. Ft.: A # Stories: I # Units: Telephone # of Contact Person: Estimated Value of Project:' a U, APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING. PERMIT FEES Z Plan Sets Plan Check submitted ( Item. Amount Structural Calcs. Reviewed, ready for corrections ` Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance ' Energy Calcs. Plans picked up C.,L Construction - Flood plain plan Plans resubmitted ?% Mechanical Grading plan _ 2"" Review, ready 6 co ctio ssue L Electrical Subcontactor List Called Contact Person�U Plumbing , Grant Deed Plans picked up S.M.I. H.O.A. Approval. Plans resubmitted Grading IN HOUSE:- .3ra Review, ready f orrections sue Developer Impact Fee Planning Approval ) Called Contact Person A.I.P.P. Pub. Wks. Appr Date _o s^sae— School FeesL i I TotalPermit Fees z. fit• �12m. Nz��oa `t1idQJ Bin # City of La Quinta . Building & Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quints, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # 7f-ve Project Address: SZ�f�O Owner's Name: A. P. Number: Address: Legal Description: City, ST, Zip: 2 1/J' Contractor: J Telephone: Address: Project Description* l CJA/ City, ST, Zip: CtJ-;)Q "17Z 2 Telephone: -X- o- State Lic. # : City Lic. Arch., Engr., Designer: c Address: ��[�/� ��(� 7 City, ST, Zip: ? --- ,- Telephone: State Lic. #: Name of Contact Person: �• q/t C - Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BEkOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets p� Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for.,corrections Plan Check Deposit Truss Calcs. Called Contact Perso% t 3 Plan Check Balance Energy Calcs. Ol Plans picked up'Le O Construction Flood plain plan Plans resubmitted 'lir echanical Grading plan 2`1 Review`, ready,lpr correctionsfiissue Electrical Subcontactor List Called Contact Person I lumbing Grant Deed Plans piked up S.M.I. H.O.A. Approval Plans resubmitted q Grading IN HOUSE: 3" Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P,P. Pub. Wks. Appr Date of permit issue School Fees r n n _ ' Total Permit Fees I Vc fIvIrl'. �. TOW To FMM W" W Sc>W1t�1(� � •..fir' 7at,'s. +<ct��.h [7 �:'��'.rt«old/�:�`�,. ��Sti;�'„��.:�°. �%�:�:�i��t'��► ��:��-� t '^��` :�' �..1.'"�' ..�"Ht�.;.:r�'t�; •. CERTIFICATE OF COMPLIANCE - Desert Sands Unified School District 47950 Dune Palms Road Date 5/14/08 La Quinta, CA 92253 No. 30034 (760) 771-8515 Owner Justin Carter w Address 54940 Avenida Vallejo City La Quinta ' Zip 92253 Tract # Type Residential Addition .�cS�1C, IUU.� or Q BERMUDA DUNES RANCHO MIRAGE �• INDIAN WELLS PALM DESERT ,y LAQUINTA �QINDI, O•. . APN # 774-302-023 Jurisdiction La Quinta Permit # No. of Units 1 Lot # No. Street S.F. Lot # No. Street Unit 1 54940 Avenida Vallejo 488 Unit 6 Unit 2 54940 Avenida Vallejo • 406 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments 406 sf demo & rebuild/488 sf addition S.F. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patiostwalkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. It has been determined that the above-named owner is exempt from paying school fees at'this time due to the following reason: Residential Addition 500 Sq Feet or Less EXEMPT This certifies that school facility fees imposed pursuant to Education Code Section. 17620 and Government Code 65995 Et Seq. in the amount of $0.00 X 894 'S.F. or $0.00 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By Exempt - Justin Carter Check No. Name on the check Telephone 899.5954 Funding 'Exempt By Dr. Sharon P. McGehee " _ ��lkti ♦i[�> Superintendent `,�',�• j;). �•- Fee collected /exemp Sharo ilvrey Payment Recd s. ,. " "Over/Uridle :�, = t Cc F, , k -i L-= I�, • Signature P • t�i� scst�+S`}'� • NOTICE: Pursuant to Government Code Section 66020(d)(1); this will serve to not• you that the 90 -day approval period in which you may protest the fees o r other payment identified above will begin to run from the date on whit the buildi g or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity autho collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID without embossed seal Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting + J , P.O. BOX 1504 BUILDING &.SAFETY DEPARTMENT 78-495 CALLE TAMPICO (7 60) 777-7012 LA QUINTA, CALIFORNIA 92253 FAX (7 60) 777-7011 n n r To: Greg Butler, Building & Safety Manager To PD: ERIC CEJA/LES JOHN O From: Les Johnson, Planning -Director Due Date: ASAP. Permit #: 07-2928 Status: Building Plans Approval (This is an approval to issue a Building Permit) The Planning Department has reviewed the Building Plans for the following project: Description: ROOFTOP MECHANICAL SCREENING Address or General Location: 54-940 AVENIDA VALLEJO (LQ COVE) Applicant Contact: JUSTIN CARTER (760) 899-5954 The Planning Department finds that: ❑ :..these Building Plans do not require Planning Department approval.' 9( ...these Building Plans are approved by the Planning Department. ❑ ...these Building Plans require corrections. Please forward a copy of the attached corrections to the applicant. When the corrections are made please return them to the Planning Department for review.' C 1?h5h r Les Joh ,on, Director -Planning Date Feb -19-08 02:36P. P.'03 ASBESTOS SURVEY DATE OF SURVEY: February 15, 2008 LOCATION: 54940°Aveniad Vallejo La •Quints, CA ' , BY: Gregory Masters California Certified Asbestos Consultant # 03-3365 Masters Environmental r 44719 Alexandria Vale Indio, CA 92201 ` 760-200-2900 . Survey authorized by: ,Justin Carter, •Methods: .All materials in the structure that are destined for renovation,- and suspected of,containing asbestos were sampled according to speeifedprotoeols.: Samples were,sent to a NAVLAP accredited laboratory, Patriot t ' '!,'nrrientah - Laboratory Services,of Garden Grove, CA — Lab code 200358-0. z They were -analyzed by Polarized Light Microscopy according to'Bulk Analysis Protocol EPA. 600%R=93/116. 'The laboratory report is attached to this message for your inspection. Results: ' Ten materials were sampled and analyzed in the laboratory for asbestos content. Only the linoleum in the room adjacent to the 3 car garage is positive for asbestos: 20% Chrysotile asbestos, 80 sq. ft. in good condition_ Masters Environmental ` ♦ , 760-200-2900 44719 Alexandria Vale-, 760-200-2901 FAX Indio, CA 92201 ` gm as ters@ m a s to rsea rc h, co m Feb -19-013 02:37P P.08 -- -- -- — --,_• w,,. --s-F+ii[t�r PAGE 04/04 n p' I PATRIOT ENVIRONMENTAL LABORATORIES, INC. �t CHAIN -OF -CUSTODY (Lab)RSPWt NUfNbK .. 1 �MMTERS Baty" Ka�resud Tunweaund Tin+ 19NMO n MKTA food: Nan1e � CM(Fp�Gwny ❑ RUSM Q �rE oar in TO; w P� S tt q 4 Oa 1/aiisJ o LM (Brrk Ace«toat > anc. Tctvl s:VQ-��r�# A L�J►D ❑ 24 MR OMS COQ =? (F.^ k. N1Vv. Wates 0 u MR Q Phan&: —�ctq �Ro O t TE PROFILE 1-TTLC 7204R El �•� SPEQ&UO�TMIS: j•9TLCJCALYWT ❑ OTHER Q paw � }T'CLP (sp.df►1 w(n• ll: cn o ❑❑ A.f P/aanit wj Inv. 13 PonR�n,aar UtlfOTlild 0y: 3s Lap IO s.Rae 8;;* Down - (a Lee.ian 1 sm, Stop Horr pns Tim! Tines lam) TMN MY�. l Mow 500 _ C-G�ao pps . a/ R 01 ^ O7 09 . a..a. T1 w ':• ob - er. r • a -i= Y • v... s - t..lYaw t = , T... �a w vw - vmW we - wO c•«+ 0-0~ Pte„ AAq 2.eRP � RaiinQUtah l BY: nWa'�(D Received BY; AmIWtad4h6d By:�PnatuOu�_ (9 rrro DrAfTime P 16' RaCahrad By: � f� N Feb—'19-08 02:37P P.07 x Polarind Light Mk woPY Analyds 3 Masten PftvifCtdWa tl Report Number. 317714 44719 Alexandria Vale project Number 1345 Imo, CA 92201 project Name: Cana . Project LoNdM- 34940 Avenida Vallejo L Qint■, CA Ckim Number: NA Onto Received: 2/1 WON N=dw of S=Wles! 10 Date Analyzed. 2/19/2008 PO Number: NA Date Reported /2008 Lab/Cuent 11 Ldeswilan aperbdinCobr c x Inn Reyes cristiaa B. Tsbatt Ana" Appiwed Sipaw" 9olk amtfpla w bmW Oe► 60 CFR 763. Subpar P. Apsdlc A; BPA-600FR,W116 and f w abbk matodale. BP#AOWMN2d20. Sanglw is ae ywd by ealibradd visual ertirmtlm; thwefbre. result• tmy rot 1>e weirbb >br ra�iw d low eotloertoarioo bei 7*b raper apPller oNy ao ere Item ttabd. 71C rewd4 ae eepreamrfatlw of Oro statglw gbedaed d sq oat t><pamt tfs ondrs ttlaf aorrr MiOA sm�lw stere aotlmfed Tb1s report scan Inrrod by a NMST44VIAP (lab Code 201133") ooerediNd bbm" ad ro y no bo tepodrp - sri610ttt ftM aspr�ad swltlerl oarront orPaotwt &w40r1nton W. IMi *eywr nr�t not be wee a cisim, prodoa oarMkadoe. opprowel or aderoeetiea' by MITj W VLAP --W oaa cy atom admol pvamrsrL San*let of ww0 ryabrnt Cantaieing diwft and sgwabia Wryer we aNad eepargdy lad roMkd s eanpaite. SUM)a Fah an saw ilia ata Whirls tib wIA nettle Myers m sdymd attd reporapd aeparaatly. Pe;e 3 of 3 7271 Garden Grove Blvd.. Suite A • Garden Grove. CA 91641 • Tel: 714/899-8900 • Faxr 714/899-7098 www.patr19t1db,com t .Feb -19-08.02:36P P.06 Ptilarized Light Mkrompy Analysis Masters F.mviroometuel 44719 Aiguakis-Vali - ,fit 317714 Indio, CA 92201 PfqOct Namber.' 1345 + Project Name: CAM "od' hC&SM 34M Avenida VaUejo La Qitft. CA ' Date Received: 2/18!2006 Claim Ntm bw. NA Date Anel yzed: 2/19/2008 Number of Sangks: 10 • Date Reported: 2/19/2008 PON=ber: NA lAb%CUeot IDYL Location Maaerlal 317714-006 RooAng,Addition Cabs . Roosyg Black R -0I 6SlG CeUuloee 35% Tar Tow Asbestos None Detected 317714.007 R-02 Rooft AdQit m ' 81ach 65% CeUnloee 35% Tar Total Asbeetw Now Detodsd 317714408 Front Room Co�0024 Wbio IFC -07 ,Taping e 10095 Carbonate Total Asbestos NOM* Detseled 317714-M Root Room Ts% Compo -d Wltfte lOOy6 (�rhanabe NOW . - Total Asbestos None Detettad 317714-010 Front Rooum TaFft CMPO=d White JFC-09 10095 Csrboaste Total Asb to Non. Detected Page 2 of ] 7271 QudOR Grove blvd., Suite A • Gorden Grove, CA 92Ut • Tel: 714/699-8900 -Fax; 714/899-7x98 www.poolotimb.com Feb -19=08 ., ' 2:36P P'!' 5. PA RIOT ENVIRONMENTAL LABORATORY SERVICES, INc. POWized Mot MkrowoPY AnAlyais Mestm Emkonmenal 44719 Alexandria Vale Alport Namboc: 317714 lMio, CA 92201 PrOlect Nmw*: 1345 project Nam: Cuter 1►rvjeet 1.oeatioa: 54940 Avmda Vallejo Data Received: 2/1 11!2008 Claim Number Naber ol3amplaa: NA 10 Date Analyzed: 2/19/2006 Dalc Reported: 2/19/2008 1O Nwdm: • NA Lab✓C Hmot IW><.a er LgpttionM41wdn cow C n 317714-001. Gage walls Tepmg CeO�°QOd 0e JCG-004 100% Carbnuate Total Ad mics None Detsch d 317714-002 Ir .1111WWalb T 1d White JCG-003 !0096 Carbamate ; Total Mbatm Nerve Detactod " 317714-003 Garage walls Tagima Caeopomd WbAe ICO -006 10096 Carbonate Total Asbestos Nome Detecbd 317714-M Gmw Room Llooleant ` Ff-01 Wlliss IS961,iaoleum 65% Vinyl Balder Chrysotile 20 % Total Asbesas :'20 % 317714-005 Fr -02 (urate Room Linoleum Mastic Yellowy 100% Birldw Total Asbestos None Detected Pae 1 of; T1T1 Garden G104e swirl Suitt A • G4vem Gtove, CA 9te41 Tel: 714/699-6900 • Fart. 7e41699-7MM www.patmottab.com Feb -19-08 O2:35P P.O4 p. 2 Since there is an asbestos content above 0,1 %, this flooring must be removed either,by an abatement company which uses trained and certified workers, or by the owner himself, using safe methods. If the owner elects to do the work - himself', the consultant will advise him on.the safe methods to use. No. guarantees are offered or implied. We appreciate the opportunity to serve your asbestos needs, and look forward to working with you again. 7w STOS c �p OAY W Mq ole W C9 N 0 No. 03-3365 -+ 1FOf:N\t' Gregory Masters, CAC Masters Environmental:' Masters Environmental, 760-201.)-2900 44719 Alexandria Vale 760-200-2901 FAX Indio, CA 92201 gmasters(a4mastersearch.com CITY OF LA QUINTA SUB -CONTRACTOR. LIST JOB ADDRESS S`�9`t0 �� G� PERMIT NUMBER ` OWNER l ,7112. „BUILDER f S This form shall be costed on the job with the Building Inspection Card at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to work on this job. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance of building permit. For each applicable trade, all information requested below must be completed by applicant. "On File" is not an acceptable response. i f 7p z7o NSI rL 5 rc.� C1, ?`I (c 16 2 2/2gli U - *1C_' 116 -6U -6 1 -6 3 OIX /ag' Nutuber Ex .Date Carri r Name Number Policy Exp. Date License Number r Datee Exp.. - e. . A B C8 1 9 xxx xxx 1 xx xx xx / / ( 1 Ca ICom e. eF and ) 9 .'Stat , P o mat Va e (Format Varies) 1 1 xx xx xx / / ) x x x x 1 1 xx x xxx / / 1 E�R..TN:V1(:O R K<(..C1.:..1 G 17? �r l l � . .ONC:RETE15':;.:):;;:::.:; w i� .......... i �— 'C: i i MASONRY 29);>> `>> LATH? P:L4STER` C-35:►: i f 7p z7o NSI rL 5 rc.� C1, ?`I (c 16 2 2/2gli U - *1C_' 116 -6U -6 1 -6 3 OIX /ag' P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 BUILDING & SAFETY DEPARTMENT 78-495 CALLS TAMPICO (760) 777-7012 LA QUINTA, CALIFORNIA 922$3 FAX (7601) 777-7011 March 2, 2009 Mr. Justin Carter 54940 Avenida Vallejo La Quinta, CA 92253 RE: Building Permit Extension Request — 54940 Avenida Vallejo. Dear Mr. Carter: I have reviewed your letter dated March 2,.2009, requesting a time extension for the construction of the residential remodel at the above -address under Building Permit #07-2928. Our records indicate the following status on this. permit. Inspection status: Permit issued: 05/14/08 Last successful inspection: 09/22/08 (Lath, Drywall Nailing) 180 -day expiration date: 03/23/09' 180 -day extension date: 09/21/09 Under the provisions of 2001 California Building Code Section 106.4.4, your request is hereby granted. Because the Building Code specifies that'no permit shall be extended more than once," please be advised that unless the project passes its next required inspection on or before Monday, September 21, 2009, your building permit will expire automatically: Yours truly, Greg'Butler Building & Safety Manager To: Attn Greg Butler Page 1 of 1 . 2009-03-02 23:14:11 (GMT) 17602623023 From: sarah golonka 1 Justin Carter 54940 Avenida. Vallejo La Quinta, CA 92253 760-899-5954 March 2, 2009 City of La Quiinta Building& Safety Dept. - PO. Box 1504 78495 Calle Tampico La Quinta, CA92253 Attn: Greg Butler Due to recent economic conditions and a personal injury, I am requesting an extension for permit number 07-2928. My current permit was set to expire on March 22, 2009. I do think this will be enough time to get my final inspection but'I feel it would be in my best interest to request more time. Sincerely, Justin Carter C/ &((-j `7 & 77 CA. nr L2 -s -3 IF Ji 0" 4 19 •� vl c -r ) S(,tee �Q �' _ CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE, "J/ y �� e _ . !� �P P S 4 oC Ce4 #000 (gone. ROM6 rg) 9w IV 4(s_ c ev f� A� wL Am& A aA t"71 f" IIIJO AJ -90 Y'Ti-, JV" A LT 1.2,13 f I AM Psge 1 of 1 Les Johnson From: `Les Johnson Sent:. Wednesday, November,04, 2009 10:21 AM To: 'caUe200@verizon.net' Sq '10 hVe itr* VktA. 30 Cc: David Sawyer; 'Jenson, Kathy'; Greg Butler; Tom Hartung, Subject: ,Carter Residence -'.54940 Avenida Valejo Mr. Garza, This email is being sent in response 'to your previous inquiry and request for clarification regarding the -interpretation of a flat versus sloped roof as it relates to the building ,addition of the Carter residence 'located a- 54940 .Avenida Valejo. La Quinta Municipal Code (LQMC) .Section 9.50.090.A.8 requires the installation o clay or concrete tile on all new and reroofing of sloped roofs in the Cave Residential zoning district. The 1997 California Building Code (CBC) prohibits clay or:concrete tile on ariy roof less than 2-1/2:1.2 (2-1/2 units vertica in 12 units horizontal). Additionally, the 1997 CBC prohibits` any material other than a built-up covering on roo slopes less than 2:12. The result is that the Building Code'treats any roof sloped less than 2:12 as a flat roof. The Carter residence addition at 54940 Avenida Vallejo was designed :and built with a roof slope o approximately 1:12. Combining the requirements of the LQMC and the restrictions of the CSC, it has beer determined ,that the Carter residence roof is not a sloped roof and thus, is considered a flat roof. 'Therefore, the mechanical equipment is permitted .to be installed on the roof, provided it is- screened as required by LQM( Section 9.60.140. It has also been determination that .the proposed screening currently under constructior meets the intent and purpose of the La Quinta Municipal Code, as it relates to this addition. I hope you find this information of assistance to you in understanding the determination made regarding the type of roof existing at the Carter residence and the allowance of a screen wall to help minimize the view of the roof mounted mechanical equipment. Should you- have .any additional questions., please do not hesitate tc contact me. , Les Johnson Planning Director City of La Uinta (760) 777-7079 11/4/2009 - QC,`�,�l,rx 7� '�" r"{i �xt,� r S ,. r.t'��,�{x�L �♦ � 'rv,.; y �'� 7 rl ' "1 rr}+�s ��. �' b��r '�� T �t�T�-'!'r � Cp � �.,r��,r�"j aXr � •i',� � �. 1 "i� y �..J»' � 1 " t ��"�i T7 ��t•,a.�j'�• �'� • `I .•+�, � �7 i : ' �� 1� r�-1 ^�jl� + � �j,� ' �� 'r r � .F ♦ :. s y RR x+w �,.t•' _.a,,if."�.v'�;'+f('K'T •:-� ...�i.y; '�` ./'i v ♦� ' ` Y(� i ice.,.. i •-I O ; a k � �s .�4� F••. MI. �� ► -, `` '_t�'�y.'� •Jai �! � f" ��/'�'��*.ted aS'Za 1a` r h v�� Tjl ka.y�;, ♦� sy�� !-. ��I� 'J" •a, �C �� $ - - ih �, r�-s:'♦.4Ys � ^.. i Y� +�v; ��ai .IN•�,., 04, 01, '�♦ �. •fi� a ,,, ♦ t mss P' ,`�- 1fiW } ♦ Y -'t .4 "�`'.,ra��,v1`•St�.,s.`�: � a; ♦ �. y+�it � M1�t►T.Z r r. } a. „'•`r r �+ '�`�:y\ •rw �ii.... a ,fir a' � v ..r - i'- t•yi •�'`..�I.ztS�-� 't"-�-ti � cr +�-,s� `r:l ' '-� •a Y t r.S' � � uI. r `i I� ro 0 D Prepared 4/19/10,10:23:02 Application Inquiry-(BPN200I001) Page 2 ' Program HTDFTAL Screen detail "for Program: BP BPN200I, Inspection history User ID PJUAREZ -----------------------------------------------------------------------------------------------------`-------------------------------- Application 07-00002928 ------- ---------- (Continued) ------ ------:------------- Str/Seq PermiE/Seq, Inspection type Insp Seq Inspector Schedule date Results Results date confirmation Nbr 000 000 BIol 00 SETBACKS '. 0001 KK 5/16/2008 AP 5/16/2008 . 63677066 000 000 BIol 00 FOOTINGS 0001 KK 5/16/2008 AP 5/16/2008 " 63677074 000 000.BI01 00 SLAB 0001 KK 5/16/2008 AP 5/16/2008 63677082 000 000 BI01 00 ROOF NAIL 0001 KK 7/23/2008 AP. 7/23/2008 63107707 000 000 BI01 00 OKAY TO WRAP 0001 -. KK 9/10/2008 AP 9/10/2008 '63731889 000 000 BI01 00 FRAMING 0001 KK 9/10/2008 AP 9/10/2008 63731897 000 000 BI01 00 INSULATION 0001 KK 9/10/2008 AP. 9/10/2008 -' 63731947 000 000 BI61 00 LATH - 0001 - KK 9/22/2008 AP 9/22/2008 63737712 000 000 BI01 00 DRYWALL NAIL '0001 KK 9/22/2008 AP 9/22/2008 63737.720 000 000 E02 00 ROUGH ELECTRICAL 0001 KK 9/10/2008 AP 9/10/2008 63731905 000 000 MOl 00 ROUGH MECHANICAL 0001 KK 9/10/2008 AP 9/10/2008 63731939- - - 000 000 PO1 00 ROUGH PLUMBING 0001 KK 9/10/2008 AP 9/10/2008 63731913 000 000 PO1 00 SHOWER PAN 0001 KK 9/10/2008 AP,. 9/10/2008 63731921 ' .000 000 POl 00 SHOWER PAN 0002 KK '. 9/21/2009 AP 9/21/2009 63837025 Prepared 4/19/10,10:23:02 Application Inquiry-(BPN200I001) Page 1 Program HTDFTAL Screen detail for,Program: BP BPN200I, Inspection history User ID PJUAREZ Application 07-00002928 ------------------------------- ' Property Information Address: 54940 AVENIDA VALLEJO LA QUINTA, CA 92253 Location ID: 30860 Owner name: STEVENS LARRY DEAN APN: 774-302-023-16 .-000000- Alternate.ID: Zoning: RC COVE RESIDENTIAL Subdivision: Application Information Application desc: 894SF ADDITION/V-NR/RES-3 (CONVENTIONAL) Application status: PERMIT ISSUED Status Date: 5/15/2008 Application type: ADDITION , RESIDENTIAL Application date: 11/13/2007 Valuation: 51137 Square footage: 0 Public building: NO Reviewed by: AO A.J. ORTEGA _ Pin number: 393680 Entered by: PJUAREZ , Contractor Information Contractor Name: • OWNER Contractor Number: - Type: Status: Contractor Requirements Doc Number Exp Date ------------------------------ --------------- ---------- Work Comp Carrier INSURANCE STATE LICENSE REGISTRATION LICENSE CLASSIFICATIONS - - Outstanding Inspections Insp Schedule Confirmation Permit Pmt Type - ID Date Number Description Seq Min Max -- - - - --- - -- - - -- - -- - ---- -- - - - - -- ---- -- - ----- -- ------- -- ---- --- - - - -- ----- GAS LINE / GAS 00 50 TEMP USE OF PER 00 60 1• ELECTRICAL FINA 00 70 ' MECHANICAL FINA 00 _ 70 PLUMBING FINAL - 00 .70 GRADING FINAL 00 70 ' SEWER CONNECTIO 00 999 FINAL. 00 -1000 ' Work Description Code Description Quantity ------ ------------------- ---- -------- CO Information CO Issue Str/seq Date Status Description TITLE 24 REPORT Title 24 Report for: Carter Residence 54=940 Avenida Vallejo La Quinta, CA ' Project -Designer: ♦ 4 V Report Prepared ,By: CITY OF LAMINTA Joan D. Hacker BUILDING & SAFEfY DEPT. • . , . Insu-form, Inc. APPROVED " 41-921 Beacon Hill, Suite A Palm Desert, CA 92211 FOR CONSTRUC ON (760) 779-0657 .oA elr .- t k I ' Job Number: ( APR 14:20 . Date: 4/10/2008 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. ' This program developed by.EnergySoft, LLC - www.energysoft.com. EnergyPro 4.4 by EnergySoft Job Number: User Number: 2655 : 4�- ,.. TITLE 24 REPORT Title 24 Report for: Carter Residence 54=940 Avenida Vallejo La Quinta, CA ' Project -Designer: ♦ 4 V Report Prepared ,By: CITY OF LAMINTA Joan D. Hacker BUILDING & SAFEfY DEPT. • . , . Insu-form, Inc. APPROVED " 41-921 Beacon Hill, Suite A Palm Desert, CA 92211 FOR CONSTRUC ON (760) 779-0657 .oA elr .- t k I ' Job Number: ( APR 14:20 . Date: 4/10/2008 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. ' This program developed by.EnergySoft, LLC - www.energysoft.com. EnergyPro 4.4 by EnergySoft Job Number: User Number: 2655 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF-1 R Certificate of Compliance 3 Form MF-1 Rr Mandatory Measures Summary g Form WS-5R Residential Kitchen Lighting 10 HVAC System Heating and,Cooling Loads Summary 11 Room 'Load Summary 13 EnergyPro 4.4 by EnergySoft Job Number: User Number: 2655 Certificate Of Compliance : Residential Single Family (Part 1 of 4) CF -1 R Carter RPsidenr.P Project Title 2,142 ft2 ❑ Multi Family 4/10/2008 Date 54-940 Avenida Vallejo La Quinta Building Front Orientation: (W) 270 deg Raised Floor Area: Project Address Fuel Type: Natural Gas Building Permit # Insu-form, Inc_ Fenestration: (760) 779-0657 Average Ceiling Height: Documentation Author Area: 298 ft2 Telephone plan Check/Date EnergyPro Compliance Method Ratio: A limatP 7onP 15 Climate Zone Field Check/Date TDV Standard Proposed Compliance # of Thermostat (kBtu/sf-yr) Design Design Margin Units Zone Type Type 093 rnnflo io n t ed Setback 077 Conditioned Sethark Space Heating 9.09 3.61 5.48 Space Cooling 111.80 109.17 2.63 Fans 14.87 15.21 -0.33 Domestic Hot Water 27.78 24.04 3.74 Pumps 0.00 0.00 0.00 Totals 163.54 152.02 11.52 than Standard: 7.0% Building Type: Single Family ❑ Addition Total Conditioned Floor Area: 2,142 ft2 ❑ Multi Family [X-1 Existing + Add/Alt Existing Floor Area: 1,644 ft2 Building Front Orientation: (W) 270 deg Raised Floor Area: 0 ft2 Fuel Type: Natural Gas Slab on Grade Area: 2,142 ft2 Fenestration: Average Ceiling Height: 8.0 ft Area: 298 ft2 Avg. U: 0.59 Number of Dwelling Units: 1.00 Ratio: 13.9% Avg. SHGC: 0.45 Number of Stories: 1 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Addition Living Zone Floor Area Volume 498 3 ARdg8 1 644 13,152 Units Zone Type Type 093 rnnflo io n t ed Setback 077 Conditioned Sethark Hgt. Area —� —n[a _2 n/a OPAQUE SURFACES Insulation Act. Type Frame Area LI -Fac. Cay. Cont. Azm. Tilt Wall Wnnd 226 n 109 R_13 R -n n _amp Wall Wood 260 _OJ02 R_1I R-0.0 AQ_gQ Door )`lone 40 0.5.00 Nppe R -o n �A() 90 Wall Wnnd 226 n 1n2 R_13 R-0 0 1R0 An Roof blood 4gs n 025 13-38 R-0.0 27n _n Wall Wnnd 328 0 110 R_11 R-0.0 270 _gn Wall Wnnd 326 n 11n R_11 R -n n _n gn Wall Wnnd 4n7 o 11n R_11 R -n n An An Wall Wnnd 408 n.110 R_11 R-00 1R0_gIl Roof Wnnd 1,644 0 04Q R_19 R-0 0 270 _p Gains Condition Y / N Status JA IV Reference Location / Comments I EnergyPro 4.4 by EnergySoft User Number: 2655 Job Number: Page:3 of 14 1 Certificate Of Compliance : Residential (Part 2 of 4) CF -1 R Carter Residence 4/10/2008 Project Title Date FENESTRATION SURFACES # Type Area U-Factorl SHGC2 True Cond. Azm. Tilt Stat. Glazing Type Location/ Comments 1 Window Left (N) 9fl 0_590 NFRC JIAS NFRr _0 _0 -New IWC 6200 Alum/[ ow -F Addition 2 Window Left (N) 47.5 0.590 NFRC 0_45 NFRC 0 90 New IWC 6200 Alum/Low-E Addition 3 Window Right (S) 2.0 0.590 NFRC 0_45 NFRC 180 90 New IWC 6200 Alum/Low-E Addition 4 Window Right (S) 22.5 0.590 NFRC 0_45 NFRC 180 90 New IWC 6200 Alum/Low-E Addition 5 Window Left (N) 14.0 0.590 NFRC 0_45 NFRC 0 90 New IWC 6200 Alum/Low-E Existing Living 5 Window Left (N) 40.0 0.590 NFRC 0.45 NFRC 0 90 Altered IWC 6200 Alum/Low-E Existing Living Z Existing0.870 2.0 5 Bug Screen NFRC 0.70 NFRC Double Mtl Uncoated Default pre -altered for above 8 Window Left (N) 40.0 0.590 NFRC 0_45 NFRC 0 90 Altered IWC 6200 Alum/Low-E Existing Living .N Existing0.870 2.0 8 NFRC 0.70 NFRC Double Mtl Uncoated Default pre -altered for above 1Q Window Left (N) 9.0 0.870 NFRC JIn NFRC 0 -2,Q Removed3ouble Mtl Uncoated Default Existing Living 11 Window Rear (E) 40.0 0_590 NFRC 0_45 NFRC 90 90 Altered IWC 6200 Alum/Low-E _Existing Living 12 Existing 6.0 2.0 0.1 2.0 0.870 NFRC 0_70 NFRC Double Mtl Uncoated Default pre -altered for above _U 14 Window Window Rear Rear (E) (E) 40.0 17.5 0.590 NFRC JIA5 NFRC 90 _a RemovedWC 6200 Alum/Low-E 0.590 NFRC 0_45 NFRC 90 90 New IWC 6200 Alum/Low-E Existing Living Existing Living 15 Window Rear (E) 15.6 0.590 NFRC 0_45 NFRC 90 90 New IWC 6200 Alum/Low-E Existing Living 16 Window Rear (E) 20.0 0.590 NFRC 0_45 NFRC 90 90 New IWC 6200 Alum/Low-E Existing Living 17 Window Right (S) 6.0 0.590 NFRC 0_45 NFRC 180 90 New IWC 6200 Alum/Low-E Existing Living 18 Window Right (S) 6.0 0.590 NFRC 0_45 NFRC 180 90 New IWC 6200 Alum/Low-E Existing Living 18 Bug Screen 0.76 1.0 6.0 2.0 0.1 2.0 _ 2.0 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 116B. INTERIOR AND EXTERIOR SHADING Area Thick. Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Window Comments Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LEA RExt. Dist. Len. Hgt Dist Len Hgt 1 Bug Screen 0.76 4.5 6.0 2.0 0.1 2.0 2.0 2 Bug Screen 0.76 9.5 5.0 2.0 0.1 2.0 2.0 3 Bug Screen 0.76 1.0 1.0 2.0 0.1 2.0 _ 2.0 4 Bug Screen 0.76 4.5 5.0 2.0 0.1 2.0 2.0 5 Bug Screen 0.76 7.0 2.0 2.0 0.1 2.0 2.0 6 Bug Screen 0.76 6.8 6.0 2.0 0.1 2.0 2.0 8 Bug Screen 0.76 6.8 6.0 2.0 0.1 2.0 2.0 10 Bug Screen 0.76 3.0 3.0 2.0 0.1 2.0 2.0 11 Bug Screen 0.76 6.8 6.0 2.0 0.1 2.0 2.0 13 Bug Screen 0.76 6.8 6.0 2.0 0.1 2.0 2.0 14 Bug Screen 0.76 3.5 5.0 2.0 0.1 2.0 2.0 15 Bug Screen 0.76 5.0 3.0 2.0 0.1 2.0 _ 2.0 16 Bug Screen 0.76 6.8 3.0 2.0 0.1 2.0 2.0 17 Bug Screen 0.76 1.0 6.0 2.0 0.1 2.0 2.0 18 Bug Screen 0.76 1.0 6.0 2.0 0.1 2.0 _ 2.0 THERMAL MASS FOR HIGH MASS DESIGN Run Initiation Time: 04/10/08 11.26.46 Run Code: 1207855606 EnergyPro 4.4 by EnergySoft User Number: 2655 Job Number: Page:4 of 14 Area Thick. Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Status Comments Concrete, Heavyweight 498 3.50 28 0_98 2 26-A1 New Addition / Slab on Grade Concrete, Heavyweight 644 3.50 28 0_98 0 26-A1 Existing Existing Living /Slab on Grade Concrete, Heavyweight 1,000 3.50 28 0_98 2 26-A1 Existing Existinq Livinq / Slab on Grade Insulation PERIMETER LOSSES Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Slab Perimeter 18 None No Insulation 26-A1 New Addition Slab Perimeter 35 None No Insulation 26-A1 Existing Existing Living Slab Perimeter 90 None No Insulation 26-A1 Existing Existing Living Run Initiation Time: 04/10/08 11.26.46 Run Code: 1207855606 EnergyPro 4.4 by EnergySoft User Number: 2655 Job Number: Page:4 of 14 Certificate Of Compliance : Residential (Part 3 of 4) CF -1 R Carter Residence Project Title Tank Energy Tank Insul. Date 4/10/2008 HVAC SYSTEMS Location Heating Type Minimum Eff Cooling Type Minimum Eff Condition Status Thermostat Type Addition Packaged Heat Pump 8.00 HSPF Packaged Heat Pump 13.0 SEER Altered Setback pre -altered for above Electric 5.60 HSPF Split Air Conditioner 10.0 SEER Setback Living Zone Large Packaged Heat 8.10 COP Packaged Heat Pump 13.0 SEER Altered Setback HVAC DISTRIBUTION Pump Duct Duct Condition Ducts Location Heating Cooling Location R -Value Status Tested? Addition Ducted Ducted Attic 4.2 Existing No Living Zone Ducted Ducted Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. Attic 2.1 Existing No WATER HEATING SYSTEMS Rated Tank Energy Tank Insul. Water Heater # in Input Cap. Condition Factor Standby R -Value System Name Type Distribution Syst. (Btu/hr) (gal) Status or RE Loss (%) Ext. Bosch Instant Elec No Pipe Insulation 1 10,239 0 Altered 0.98 n/a n/a n/a n/a Existing Small Elec. ore -altered for Above1 15.359 60 0.87 Multi -Family Central Water Heating Details Hot Water Pump Hot Water Piping Length (ft) Add 1/2" Control # HP Type In Plenum Outside Buried Insulation REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Bess & Professions Code) Name: D IsiMe� Title/Firm: Address: Telephone: Lic. #: d (sign e) (date) Enforcement Agency Name: Title/Firm: Address: Telephone: (signature) (date) User Number: 2655 Documentation Author Name: Joan D. Hacker Title/Firm: Insu-form, Inc. Address: 41-921 Beacon Hill, Suite A Palm Desert, CA 92211 Telephone: 760 779-0657 iI (signature) (dat ) Certificate Of Compliance: Residential (Part 3 of 4) CF -1 R Carter Residence 4/10/2008 Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type pre -altered for above Electric 5.60 HSPF Split Air Conditioner 10.0 SEER Setback HVAC DISTRIBUTION Duct Duct Condition Ducts Location Heating Cooling Location R -Value Status Tested? Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS Rated Tank Energy Tank Insul. Water Heater # in Input Cap. Condition Factor Standby R -Value System Name Type Distribution Syst. (Btu/hr) (al) Status or RE Loss (%) Ext Multi -Family Central Water Heating Details Hot Water Pump Hot Water Piping Length (ft) Add 1/2" Control # HP Type In Plenum Outside Buried Insulation REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality,. and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner ( er Busin ss & Professions Code) Documentation Author Name: �a.`Mj,�,.s�, Name: Joan D. Hacker Title/Firm: Title/Firm: Insu-form, Inc. Address: Address: 41-921 Beacon Hill, Suite A Telepho e: Lic. #: (sign e) (date) Enforcement Agency Name: Title/Firm: Address: Telephone: (signature) (date) Palm Desert, CA 92211 Telephone: (760) 779-0657 (signature) (date) Certificate Of Compliance: Residential (Part 4 of 4) CF -1 R Carter Residence 4/10/2008 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies ,aa¢u vii Mc aueyuacy v1 Lila spacial lusuncauon ano oocumenia[ion suomiaea. Plan I Field HIGH MASS Design - Verify Thermal Mass: 498 sgft Covered Slab Floor, 3.50" thick at Addition HIGH MASS Design - Verify Thermal Mass: 644 sgft Exposed Slab Floor, 3.50" thick at Existing Living HIGH MASS Design - Verify Thermal Mass: 1000 sqft Covered Slab Floor, 3.50" thick at Existing Living HERS Required Verification Items in this section require field testing and/or verification by a certified home energy rater under the supervision of a EnergyPro 4.4 by EnergySoft User Number: 2655 Job Number: Page:7 of 14 Mandatory, Measures Summary: Residential (Page 1 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards.must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (•) below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only DESCRIPTION Check or initial applicable boxes or check NA if not applicable and included with the ENFORCE - permit application documentation. N/A DESIGNER MENT Building Envelope Measures *§ 150(a): Minimum R-19 in wood ceiling insulation or equivalent LI -factor in metal frame ceiling. ❑ ❑X ❑ § 150(b): Loose fill insulation manufacturers labeled R -Value: - ❑ ❑ ❑ *§ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not ❑ N ❑ apply to exterior mass walls). § 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent LI -factor. ❑ ❑ ❑ § 150(g): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. closable metal or glass door covering the entire opening of the firebox ❑ ❑ ❑ b. outside air intake with damper and control, flue damper and control ❑ ❑ ❑ 2. No continuous burning gas pilot lights allowed. 4 ❑ ❑ ❑ § 150(f): Air retarding wrap installed to comply with §151 meets requirements specified in the ACM Residential Manual. ❑ ❑ ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ ❑ ❑ § 150(1): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor ❑ ❑ ❑ permeance rate no greater than 2.0 perm/inch. § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include ElElCF-6R Form: § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ ❑x ❑ 2. Fenestration products (except field fabricated) have label with certified LI -Factor, certified Solar Heat Gain Coefficient ❑ ' ❑X ❑ (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ ❑X ❑ Space Conditioning, Water Heating and Plumbing System Measures § 110-13: HVAC equipment, water heaters; showerheads and faucets certified by the Energy Commission. ❑ ❑X ❑ § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ❑ ❑X ❑ § 150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑ ❑X ❑ § 1500): Water system pipe and tank insulation and cooling systems line insulation. 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation El 7X El - having an installed thermal resistance of R-12 or greater. 2. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external ❑ ❑X ❑ insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R -value. 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire ❑ ❑X ❑ length of recirculating sections of hot water pipes shall be insulated to Table 150B. 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and ❑ ❑X ❑ indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 4. Steam hydronic heating systems or hot water systems > 15 psi, meet requirements of Table 123-A. ❑ ❑ ❑ 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, ❑ ❑X ❑ . and wind. r , 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed ❑ ❑ ❑ entirely in conditioned space. 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation. ❑ ❑ ❑ EnergyPro 4.4 by EnergySoft User Number: 2655 Job Number: Page:8 of 14 Mandatory Measures Summary: Residential (Page 2 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (') below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes when completed or check N/A if not ENFORCE - applicable. N/A DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 150(m): Ducts and Fans ❑ ❑ ❑ Lighting Measures 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, ❑ Q ❑ 605, and Standard 6-5; supply -air and retum-air ducts and plenums are insulated to a minumum installed level of § 150(k)l: HIGH EFFICACY FFICU DOOR HID: contain only high efficacy lamps as outlined in Table 150-C, El Q ❑ R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system § 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined ❑ ❑X ❑ that meets the applicable requirements of UL 181, UL 181A, or UL 181 B or aerosol sealant that meets the requirements provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires. of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or ❑ Q ❑ OR are controlled by an occupant sensors) certfied to comply with Section 119(d). tape shall be used. ❑ X❑ ❑ by an occupant sensor that complies with Section 119(d) that dries not tum on automatically or have an always on option. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed ❑ ❑X ❑ sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support ❑ X❑ ❑ same lot shall be high efficacy luminaires (not including lighting around swimming pools/Water features or other Article 680 platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions § 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. ❑ ❑ ❑ in the cross-sectional area of the ducts. § 150(k)B: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more ❑ ❑ ❑ 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive ❑ Q ❑ duct tapes unless such tape is used in combination with mastic and draw bands. 4. Exhaust fan systems have back draft or automatic dampers. El ® 11 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating ❑ ® ❑ dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment ❑ ® ❑ maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 7. Flexible ducts cannot have porous inner cores. ❑ ® ❑ § 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the ❑ ❑ ❑ heater, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. ❑ ❑ ❑ b. Cover for outdoor pools or outdoor spas. ❑ ❑ ❑ 3. Pool system has directional inlets and a circulation pump time switch. ❑ . ❑ ❑ § 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously ❑ ® ❑ burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) § 118 (i): Cool Roof material meets specified criteria ❑ ❑ ❑ Lighting Measures § 150(k)1: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table ❑ Q ❑ 150-C, and do not contain a medium screw base socket (E24/E26). Ballasts for lamps 13 Watts or greater are electric and have an output frequency no less than 20 kHz. § 150(k)l: HIGH EFFICACY FFICU DOOR HID: contain only high efficacy lamps as outlined in Table 150-C, El Q ❑ u S factory installed HID § 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined ❑ ❑X ❑ in Section 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires. § 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. ❑ Q ❑ OR are controlled by an occupant sensors) certfied to comply with Section 119(d). § 150(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are controlled ❑ X❑ ❑ by an occupant sensor that complies with Section 119(d) that dries not tum on automatically or have an always on option. § 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are ❑ X❑ ❑ certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals. § 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the ❑ X❑ ❑ same lot shall be high efficacy luminaires (not including lighting around swimming pools/Water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). § 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. ❑ ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146. § 150(k)B: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more ❑ ❑ ❑ dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section 119(d). EnergyPro 4.4 by EnergySoft User Number: 2655 Job Number: Page:9 of 14 Residential Kitchen Lighting Worksheet WS -5R Carter Residence 4/10/2008 Project Title Date At least 50% of the total rated wattage of permanently installed luminaires in kitchens must be in luminaires that are high efficacy luminaires as defined in Table 150-C. Luminaires that are not high efficacy must be switched separately. Kitchen Lighting Schedule. Provide the following information for all luminaires to be installed in kitchens. High Efficacy Luminaire Type High Efficacy? Watts Quantity _ Watts Other Watts (1) 28w Compact Fluorescent 2D Elec Yes X No 28.0 x 6= 168 0r Yes No x = or Yes No X, = or Yes No x = or Yes No x _. or Yes No x = or Yes No x = or Yes No.. x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x or Yes No X, = or Yes No x _ or Yes No x = or . Yes No x = or Yes No x = or Yes No x = or Yes No x - or Total A: 168 B: 0 COMPLIES IF A;-,- B YES 2 NO ❑ EnergyPro 4.4 by EnergySoff User Number: 2655 Job Number: Page: 10 of 14 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Carter Residence 4/10/2008 SYSTEM NAME FLOOR AREA - Addition 498 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 Heating System Output per System 35,000 Total Output (Btuh) 35,000 Output (Btuh/sqft) 70.3 Cooling System Output per System 25,000 Total Output (Btuh) 25,000 Total Output (Tons) 2.1 Total Output (Btuh/sgft) 50.2 Total Output (sgft/Ton) 239.0 Air System CFM per System 855 Airflow (cfm) - 855 Airflow (cfm/sgft) 1.72 Airflow (cfm/Ton) 410.4 Outside Air (%) 0.0 Outside Air (cfm/sqft) 0.00 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD 1 1 COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM I Sensible 15,767 1,182 r 38YXA02433 16,986 6,206 21,860 Total Adjusted System Output 16,986 6,206 21,860 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am Note: values above given at ARI conditions EATING SYSTEM PSYCI 26.0 OF Outside Air 0 cfm 68.7 of DOLING SYS' 111.0 / 77.6 OF Outside Air 0 cfm 80.5/67.3 °F - EnergyPro 4.4 RICS (Airstream Temoeratures at Time of Heatina Peakl 68.7 OF 92.7 OF 92.7 of Supply Air Ducts Heating Coil Supply Fan 91.4 of 855 cfm ROOMS 70.0 OF Return Air Ducts RICS Airstream Temperatures at Time of Cooling Peak 80.5/67.30F 61.8/60.7 OF 61.8/60.7 OF Supply Air Ducts Cooling Coil Supply Fan 64.3 / 61.6 OF 855 cfm 55.2% R.H. ROOMS 78.0 / 66.5 of Return Air Ducts User Number: 2655 Job Number: Page: 11 of 14 J HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Carter Residence 4/10/2008 SYSTEM NAME FLOOR AREA Living Zone 1.644 ENGINEERING CHECKS Number of Systems 1 Heating System Output per System 80,000 Total Output (Btuh) 80,000 Output (Btuh/sqft) 48.7 Cooling System Output per System 58,000 Total Output (Btuh) 58,000 Total Output (Tons) 4.8 Total Output (Btuh/sqft) 35.3 Total Output (sgft/Ton) 340.1 Air System CFM per System 855 Airflow (cfm) 855 Airflow (cfm/sqft) 0.52 Airflow (cfm/Ton) 176.9 Outside Air (%) 0.0 Outside Air (cfm/sgft) 0.00 Note: values above given at ARI conditions M LOAD Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM I Sensible Latent CFM Sensible 38,618 2,061 30,503 Carrier 38YXA06033 45,819 0 49,966 Total Adjusted System Output a5,81s o a9,s6s (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26.0 of 66.1 OF 121.0 of 121.0 OF Supply Air Ducts Outside Air 0 cfm 117.1 of Heating Coil Supply Fan 855 cfm ROOMS 66.1 of 70.0 OF Return Air Ducts DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 111.0/77.6°F 84.8/57.2°F 34.4/32.2OF 34.4/32.2OF Supply Air Ducts Outside Air 0 cfm F Cooling Coil Supply Fan 41.2 / 36.2 0 855 cfm 18.9% R.H. ROOMS 84.8/57.2°F 78.0/54.6OF Return Air Ducts EnergyPro 4.4 by EnergySoft User Number: 2655 Job Number: Page:12 of 14 m (ROOM LOAD SUMMARY I PROJECT NAME Carter Residence DATE 4/10/2008 SYSTEM NAME Addition FLOOR AREA 498 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Addition Addition 1 771 11,246 1,182 771 11,246 1182 410 9,333 PAGE TOTAL 1 771 11,246 1,182 410 9,333 TOTAL 1 771 11,246 -1,181 410 9,333 EnergyPro 4.4 by EnergySoft User Number: 2655 Job Number: Page:13 of 14 ROOM LOAD SUMMARY I PROJECT NAME Carter Residence DATE 4/10/2008 SYSTEM NAME Living Zone FLOOR AREA 1,644 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE ExistingLiving1 Existing Living 671 26,238 2,061 671 26,238 2,061 467 23,420 PAGE TOTAL 1 671 26,238 2,061 467 23,420 TOTAL 1 671 26,238 2,061 467 23,420 EnergyPro 4.4 by EnergySoft User Number: 2655 Job Number: Page: 14 of 14 FAX: 760-341-2293 MANUFACTURING YARD 55-755 TYLER STREET . THERMAL, CA 92274 FAX: 7.60-399-9786 X L r Ll " NATIONAL INSPECTION-ASS®-CIATION INC.' w ... Quality ,Systems Management, Inc. ® s National Testing, Inc. Origination Date: 07-2003 Revision No. C Accredited Quality Assurance/ Control Agency IAS AA -583 AF #13 Metal Plate Connected Wood Truss Non Listed Fabricator's Audit Report Number: A2 4 22 2 Audit Date/Arrive/Depart: .14 --�) 7- 9 Fabricator's Name: �l).T�/I)nQ fide, Location: Does the Fabricator have a current Agreement with the Agency for Audit? ................................. Is the Quality System Manual, "QSM" up to date per AC -10 & AC -98? ....................................... Has the QSM been reviewed within a twelve month period?....................................................... Are materials used in Production per National Standards & Engineers Specifications? .............. Is an acceptable In -House Quality Control System according to National Standards in place?.. Are In -House Quality Control Inspections being conducted per National Standards? ................. Is Final Inspection of the Trusses completed prior to Labeling & Shipment? ............................... Is there a System in place to deal with Non -Conforming Materials? ............................................ Are written Q.C. Inspection Reports and Agency Audits kept for at least two years? .................. Have any Corrective Action Requests, "CAR", been issued during this Audit? ........................... Product Check Yes _� No Yes_, --No Yes _k_,,=No Yes _/No Yes No Yes _kn�No Yes _,� No Yes No Yes _L,,�No Yes No CATEGORY rONFQRMING NON -CONFORM. REMARKS Lumber Grade Joint Accuracy is within 1/8" Plate Placement `� ANSI / TPI 2002 Plate Size (J ICC ES Plate to Wood Tolerance is within 1/32" Label Legibility - Labels on Site - Stamps Labels CATEGORY YES NO REMARKS Changes In Supervisory Personnel, Production Process r Per AC -98 Any Test Performed or Witnessed Per AC -98 Is There Product Tractability Per AC -98 Any "CAR" Reports From Last Audit v' Per AC -98 Any Shut Downs or Disruptions In Production Per AC -98 Any Samples Taken Per AC -98 Any Test / Measuring Equipment That Requires Calibration Per AC -98 Does the Final Product meet UBC / IBC and National Standards? --4k :f) Required Signatures -� Fabricator Q.C. Supervisor Auditor for National Inspection Association P.D. Box 3426 E -Mail: NIAgillette@vcn.com (307) 685-6331 Qfflce Gillette, Wyoming 82717-3426 Cellular Phone: (307) 689-5977 (307) 685-6331 Fax P"Ivo n.4 n C 7X . 75-110 St Charles PI Sle-11 A Phone: 760-341-2232 Palm Desert, CA 92211 • Fax: 760 341-2293 C A R T E R A D D= T. 10 N S O•U T H W E S T CONCEPT S TRUSS-UVORKS A.Compsny You Can Trussl � ZN� PPS 1SSES ��v� PNO OQ`DE p•G� P�.!\E� ?P�OEP AGO SNP�p,\,pF P SS\pN. B01,- A03' SALES,REP: HOUSE , WO#: PD03830 - • FSP PP510,52ov\ P�5 O N�PNv P13 Pp O 1*1 Is . .. .. PFF SS`s`''( SUQQp�QPpv.�NEM NESE QPpF • . P p0 �p,NV �s G V�NEPPp��G 1101, R,C�fI7 GAR" VI 3� B01 AOI DurFac-Plt :, 1.25- 09 n-•nn.P.q t 75-110 St Charles PI Sle-11 A Phone: 760-341-2232 Palm Desert, CA 92211 • Fax: 760 341-2293 C A R T E R A D D= T. 10 N S O•U T H W E S T CONCEPT S TRUSS-UVORKS A.Compsny You Can Trussl � ZN� PPS 1SSES ��v� PNO OQ`DE p•G� P�.!\E� ?P�OEP AGO SNP�p,\,pF P SS\pN. SALES,REP: HOUSE , WO#: PD03830 - DUE DATE: 11/07/2007.. SCALE: 3/16•• -1 DSGNR/CHKR: R R / R R Date: 2/13/2008 9:02 TC Live •20.00 psf : DurFac-Lbr 1.25 'TC Dead 19.00 psf •, DurFac-Plt :, 1.25- 09 n-•nn.P.q t BC -Dead 7.00 psf Design Spec: CBC -01 #Tr/#C£g: 23 5 / Total 91.00 psf /Job Name: CARTER ADDITION Truss ID: A01 Qtv: 1 Drwa: I BRG x -LOC REACT SIZE REQ'a TC 2x8 DPL #2 Plating spec : ANSI/TPI - 1995 1 0- 1-12 172 3.50" 1.50" 2x4 SPF 1650F -1.5E 6-11 THIS DESIGN IS THE COMPOSITE RESULT OF 2 1- 3- 8113 0.02 3.50^ 1.50^ BC 2x4 SPF 1650F -1.5E MULTIPLE LOAD CASES. 3 2- 7- 8 109 3.50" 1.50^ WEB 2x4 HF STUD PLATE VALUES PER ICBO RESEARCH REPORT #1607. 4 3-11- 8 110 3.50^ 1.50^ Mark all interior bearing locations. Loaded for 10 PSF non -concurrent BCLL. 5 5- 3- 8 121 3.50^ 1.50^ Drainage must be provided to avoid ponding. Install interior support(s) before erection. 6 6- 7- 8 100 3.50^ 1.50^ End verticals are designed for axial loads Gable verticals are 2x 4 web material spaced 7 7-11- 8 107 3.50^ 1.50^ only unless noted otherwise. at 16.0 s o.c. unless noted otherwise. 8 9- 3- 8 110 3.50^ 1.50^ Extensions above or below the truss profile Top chord supports 24.0 " of uniform load 9 10- 7- 8 109 3.50^ 1.50^ (if any) have been designed for loads at 20 psf live load and 14 psf dead load. 10 11-11- 8 110 3.50^ 1.50^ indicated only. Horizontal loads applied at Additional design considerations may be 11 13- 3- 8 99 3.50^ 1.50^ the end of the extensions have not been required if sheathing is attached. 12 14- 7- 8 118 3.50^ 1.50^ considered unless shown. A drop -leg to an [+) indicates the requirement for lateral 13 15-11- 8 109 3.50^ 1.50^ otherwise unsupported wall may create a bracing (designed by others) perpendicular 14 17- 3- 8 107 3.50^ 1.501 hinge effect that requires additional design to the plane of the member at 63"intervals. 15 18- 7- 8 108 3.50^ 1.50^ consideration (by others). Bracing is a result of wind load applied 16 19- 9-12 181 3.501 1.501 This truss is designed using the to member.(Combination axial plus bending). BRG REQUIREMENTS show are based ONLYCBC-01 Code. Diagonals shown are part of the structure of on the truss material at each bearingBldg Enclosed = Yes, Importance Factor - 1.00 this truss and may not be removed. Sheathing 0.00 0.00 0.00 Truss Location = End Zone may be applied for additional support to TC FORCE AXL BND CSI Hurricane/Ocean Line = No , Exp Category = C resist lateral loads, by others, but is not 1-2 -7 0.00 0.01 0.01 0.00 Bldg Length = 40.00 ft, Bldg Width 20.00 ft required unless noted. Lateral loads have 2-3 -6 0.00 0.01 0.01 0.00 Mean roof height = 16.69 ft, mph = 80 not been analyzed unless indicated 3-4 -6 0.00 0.01 0.01 0.00 CBC Special Occupancy, Dead Load 12.6 psf 0.00 4-5 -6 0.00 0.01 0.01 � Ij 5-6 -7 0.00 0.01 0.01 6-7 -11 0.00 0.02 0.02 DurFacs L=1.25 P=1.25 7-8 -11 0.00 0.02 0.02 Rep Mbr Bnd 1.15 8-9 -11 0.00 0.02 0.02 environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install 9-10 -11 0.00 0.02 0.02 Design Spec CBC -01 10-11 -12 0.00 0.02 0.02 GPS 11-12 -7 0.00 0.01 0.01 12-13 -8 0.00 0.01 0.01 /13/2008 13-14 -8 0.00 0.01 0.01 14-15 -7 0.00 0.01 0.01 15-16 -4 0.00 0.01 0.01 ..BC FORCE AXL HND CSI 17-18 0 0.00 0.00 0.00 18-19 0 0.00 0.00 0.00 19-20 0 0.00 0.00 0.00 T 20-21 0 0.00 0.00 0.0o 21-22 0 0.00 0.00 0.00 2a-23 0 0.00 0.00 0.00 23-24 0 0.00 0.00 0.00 3-9-7 T 24-25 0 0.00 0.00 0.00 25-26 0 0.00 0.00 0.00 2-" 26-27 0 0.00 0.00 0.00 l 27-28 0 0.00 0.00 0.00 28-29 0 0.00 0.00 0.00 29-30 0 0.00 0.01 0.01 3r!t.31 0 0.00 0.01 0.01 31-32 6 0.00 0.01 0.01 1-3-8 i.x ml`Pmltp�� mcpm�m�t".;,t;lTmzo,�mlz 113$�� 19-11-8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 156 100 100 -V -1.5X3 3X4 1VA 3X4 UPLIFT REACTION(S) : Support 1 -107 lb Support 2 -23 lb Support 3 -22 lb Support 4 -23 lb Support 5 -27 lb Support 6 -19 lb Support 7 -22 lb Support 8 -23 lb Support 9 -23 lb Support 10 -23 lb Support 11 -19 lb Support 12 -26 lb Support 13 -23 lb Support 14 -22 lb Support 15 -21 lb Support 16 -120 lb 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 3X4 2X4 2X4 2X4 2X4 2X4 2X4 3X4 MAX DEFLECTION (span) : L/999 MEM 30-31 (LIVE) LC 15 L= 0.00" D= 0.00" T= 0.00" -=== Joint Locations =---- 1 0- 0- 0 17 0- 0- 0 2 1- 3- 8 18 1- 3- 8 3 2- 7- 8 19 2- 7- 8 4 3-11- 8 20 3-11- 8 5 5- 3- 8 21 5- 3- 8 6 6- 7-13 22 6- 6- 6 7 7-11- 8 23 7-11- 8 8 9- 3- 8 24 9- 3- 8 9 10- 7- 8 25 10- 7- 8 10 11-11- 8 26 11-11- 8 11 13- 3-11 27 13- 3-11 12 14- 7- 8 28 14- 7- 8 13 15-11- 8 29 15-11- 8 14 17- 3- 8 30 17- 3- 8 T 15 18- 7- 8 31 18- 7- 8 16 19-11- 8 32 19-11- 8 3-9-7 SHIP WEB FORCE CSI WEB FORCE CSI ® � Ij 1-17 2-18 -163 0.03 12 0.00 9-25 10-26 -91 0.02 -91 -91 0.02t'Y � P-18 -95 0.02 11-27 -81 0.02 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3152 DurFacs L=1.25 P=1.25 3-19 -90 0.02 12-28 -100 0.02 oP Rep Mbr Bnd 1.15 4-20 s -al -91 0.02 -102 0.02 13-29 14-30 -91 0.02 89 0.02 -� m cp m m aQ N m tp m m m m 1=3$ l� T�ry T� - 21:116 2 A X n - 6; _ M_ TM environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install 6-22 -82 0.02 15-31 -89 0.02STATE�F BC Dead 7.00 psf Design Spec CBC -01 7-23 -89 0.02 15-32 -19 0.00 Fax # (760) 341-2293 GPS 8-24 -91 0.02 16-32 -155 0.04 /13/2008 All connector plates are Truswal 20 ga. or Wave 20 ga., unless preceded by "HS" for HS 20 ga., "S" for SS 18 ga. from Alpine; or preceded OVER CONTINUOUS SUPPORT by "MX" for TWMX 20 ga. or "H" for 16 ga. from Truswal, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3/16" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. WO: PD03830 ® This design is for an Individual building component not truss system. it has been based on specifications provided by the component manufacturer Chk: R R and done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions DS nr: R R are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads g TC Live 20.00 psf DurFacs L=1.25 P=1.25 T R U S S W O R KS utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord A Company You Can Trussl p y Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Dead 14.00 Rep Mbr Bnd 1.15 noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed In any psf 75-110 St. Charles pl. ste-11A environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf O.C.Spacing 2- 0- 0 PalmDesert CA. 92211 Desert, and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software, 'ANSIrrP1 'BUILDING BC Dead 7.00 psf Design Spec CBC -01 Phone (760) 341-2232 V, WTCA V- Wood Truss Council of America Standard Design Responsibilities, COMPONENT SAFETY INFORMATION'. (BCSI) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) Is located at 218 N. Lee Street Suite 312, Fax # (760) 341-2293 Alexandria, VA 22314. The American Forest and Paper Association (AFPA) Is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 41.00 psf Seqn T6.5.7 - 12546 Job Name: CARTER ADDITION . Truss ID: A02 Qty: 10 BRG x -LOC REACT SIZE REQ'D TC 2x4 SPF 1650F -1.5E Web bracing required at each location shown. 1 0- 1-12 815 3.50^ 1.50^ 2x8 DPL #2 3-4 ® See standard details (TX01087001-001 revl). 2 19- 8-12 945 5.50^ 1.50^ BC 2x4 SPF 1650F -1.5E Plating spec : ANSI/TPI - 1995 BRG REQIIIR8t48NTS shove are based ONLYWEB 2x4 HP STUD THIS DESIGN IS THE COMPOSITE RESULT OF on the trues material at each bearingPLATE VALUES PER ICBO RESEARCH REPORT #1607. MULTIPLE LOAD CASES. Drainage must be provided to avoid ponding. Loaded for 10 PSF non -concurrent BCLL. TC FORCE AXL SND CSI 1-2 22 0.00 0.46 0.46 2-3 -1582. 0.02 0.46 0.48' 3-4 20 0.00 0.25 0.25 BC FORCE A2'L HND CSI 5-6 1639 0.17 0.35 0.52 6-7 1283 0.13 0.35 0.49 WEB FORCE CSI WEB FORCE CSI 1-5 -188 0.04 3-6 353 0.12 2-5 -1735 0.89 3-7 -1379 0.61 2-6 145 0.04 4-7 -381 0.10 r T • - 3-9-7' 210 End verticals are designed for axial loads only unless noted otherwise. Extensions above or below the truss profile (if any) have been designed for loads indicated only. Horizontal loads applied at the end of the extensions have not been considered unless shown. A drop -leg to an otherwise unsupported wall may create a hinge effect that requires additional design consideration (by others). 6-76-7-13 6-7-13 6-7-13� 6-7-13 13-3-11 19-114 19-11-8 1 2 3 4 1.00 F1.00 UPLIFT REACTIONS) : Support 1 -173 lb Support 2 -213 lb This truss is designed using the CBC -01 Code. Bldg Enclosed ='Yes, Importance Factor - 1.00 Truss Location =,End Zone Hurricane/Ocean Line = No , Exp Category = C Bldg Length = 40.00 ft, Bldg Width = 20:00 ft Mean roof height = 16.69 ft, mph = 80 CBC Special Occupancy, Dead Load = 12.6 psf MAX DEFLECTION (span) L/999 MEM 6-7 (LIVE) LC 15 L= -0.09" D= -0.20" T= -0.29" ---_= Joint Locations =---- 1 0- 0- 0 5 0- 0- 0 2 6- 7-13 6• 9-11-12 3 13- 3-11 7 19-11- 8 4 19-11- 8 3X4 10X1 T 1.5X3 6 X6 3-2-3 3-7-15 3-9-7 1SHIP 1 3X8 3x4 4x4 X11) " � A B1w W:508 :< '�� R:815 R:945G,'' PPP a U:-173 .1 cc w cc o 19-11-8 ss 7 - ��10 9-11-12� 9-11-12 o�c`` 9-11-12 19-11-8 All connector plates are Truswal 20 ga. or Wave 20 ga., unless preceded by "HS" for HS 20 ga., "S" for SS 18 ga. from Alpine; or preceded by "MX" for TWMX 20 ga. or "H" for 16 ga. from Truswal, positioned per Joint Detail Reports available from Truswal software, unless noted. `c 3/2008 Scale: 7132" = 1' T R U S S WO R KS WAKN I NCS Read all notes on this sheet and give a copy of it to the Erecting Contractor. . This design Is for an individual building component not truss system, it has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord Eng. Job: EJ. Chk: R R Dsgnr: R R WO: PD03830 TC Live 20.00 psf, DurFacs L=1.25 P=1.25 A Company You Can Trussl p y is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Dead 14.00 Rep Mbr Bnd 1.15 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any. psf 75-110 St. Charles pl. ste-11 A environment that will "use the moisture content of the wood to exceed 19% and/or muse connector plate corrosion. Fabricate, handle, Install BC Live 0.00 psf O.C.Spacing 2- 0- 0 PalmDesertCA. 92211 Desert, and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software, 'ANSI/TPI 1', WTCA V- Wood Truss Design Responsibilities, 'BUILDING COMPONENT BC Dead 7.00 psf Design Spec CBC -01 Phone (760) 341-2232 Council of America Standard SAFETY INFORMATION'- (BCSI) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) Is located at 218 N. Lee Street Suite 312, Fax # (760) 341-2293 Alexandria, VA 22314. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 41.00 psf Seqn T6.5.7 - 12647 /Job Name: CARTER ADDITION Truss ID: A03 Qtv: 1 Drwq: I BRG x -LOC REACT SIZE REQ'D TC 2x4 SPP 165OF-1.5E Plating spec : ANSI/TPI - 1995 1 0- 1-12 67 3.50 . 1.50" 2x8 DFL #2 11-16 THIS DESIGN IS THE COMPOSITE RESULT OF 2 1- 3- 6 93 3.50 1.50" BC 2x4 SPF 1650F -1.5E MULTIPLE LOAD CASES. 3 2- 7- 8 111 3.50• 1.50" WEB 2x4 HF STUD PLATE VALUES PER ICBG RESEARCH REPORT #1607. 4 3-11- 8 109 3.50" 1.50• Mark all interior bearing locations. Loaded for 10 PSP non -concurrent BOLL. 5 5- 3- 8 110 3.50" 1.50• Drainage must be provided to avoid ponding. Install interior support(s) before erection. 6 6- 7- 8 109 3.50• 1.50" End verticals are designed for axial loads Gable verticals are 2x 4 web material spaced 7 7-11- 8 109 3.50• 1.50• only unless noted otherwise. at 16.0 " o.c. unless noted otherwise. 8 9- 3- 8 109 3.50• 1.50" Extensions above or below the truss profile Top chord supports 24.0 " of uniform load 9 lo- 7- 8 109 3.50" 1.50• (if any) have been designed for loads at 20 psf live load and 14 psf dead load. le 11-11- 8 109 3.50^ 1.50• indicated only. Horizontal loads applied at Additional design considerations may be 11 13- 3- 8 100 3.50• 1.50• the end of the extensions have not been required if sheathing is attached. 12 14- 7- 8 118 3.50• 1.50• considered unless shown. A drop -leg to an [+) indicates the requirement for lateral 13 15-11- 8 110 3.50" 1.50" otherwise unsupported wall may create a bracing (designed by others) perpendicular 14 17- 3- 8 106 3.50• 1.50• hinge effect that requires additional design to the plane of the member at 63"intervals. 15 18- 7- 8 101 3.50^ 1.50- consideration (by others). Bracing is a result of wind load applied 16 19- 9-12 189 3.50• 1.501 This truss is designed using the, to member.(Combination axial plus bending). BRG REQUIREMENTS shown are based ONLYCBC-01 Code. Diagonals shown are part of the structure of on the truss material at each bearingBldg Enclosed Yes, Importance Factor - 1.00 this truss and may not be removed. Sheathing Truss Location = End Zone may be applied for additional support to TC FORCE AXL SND CSI Hurricane/Ocean Line = No , Exp Category = C resist lateral loads, by others, but is not 1-2 -13 0.00 0.01 0.01 Bldg Length = 40.00 ft, Bldg Width 20.00 ft required unless noted. Lateral loads have 2-3 -14 0.00 0.02 0.02 Mean roof height = 16.69 ft, mph = 80 not been analyzed unless indicated 3-4 -14 0.00 0.02 0.02 CBC Special Occupancy, Dead Load 12.6 psf 4-5 -14 0.00 0.02 0.02 5-6 -14 0.00 0.02 0.02 6-7 -15 0.00 0.02 0.02 7-8 -15 0.00 0.02 0.02 8-9 -15 0.00 0.02 0.02 mv Nm -P9-10 -15 0.00 0.02 0.02 1.3.8 10-11 -15 0.00 0.02 0 '.02 1-3-8 m P 1 uL6 ? : v d , ! _1 m � ; m _,�m m �_ 11-12 -10 0.00 0.01 0.01 m 12-13 -11 0.00 0.01 0.01 19-11$ 13-14 -11 0.00 0.01 0.01 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1916 14-15 -11 0.00 0.01 0.01 15-16 -5 0.00 0.01 0.01 _ -BC FORCE ABL BND CSI F1.001 .00 17-18 0 0.00 0.00 0.00 -V- 10X10 3X4 3X4 18-19 0 0.00 0.00 0.00 T 19-20 o 0.00 0.00 0.00 20-21 0 0.00 0.00 0.00 21-22 0 0.00 0.00 0.00 2'i-23 0 0.00 0.00 0.00 23-24 0 0.00 0.00 0.00 3 T 24-25 0 0.00 0.00 0.0o I 25-26 0 0.00 0.00 0.00 2-0-0 26-27 0 0.00 0.00 0.00 27-28 o 0.00 0.00 0.00 28-29 0 0.00 0.00 0.00 29-30 0 0.00 0.01 0.01 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 3Lti31 0 0.00 0.01 0.01 31-32 -3 0.00 0.01 0.01 3X4 2X4 2X4 2X4 2X4 2X4 2X4 3X4 WEB FORCE CSI WEB FORCE CSI 1-17 -58 0.01 9-25 -91 0.02 3W18 25 0.01 10-26 -91 0.021i- 2 -la -90 0.02 11-27 -81 0.02 19-11$ 3-19 -92 0.02 12-28 -100 0.02 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3132 4-20 -91 0.02 13-29 -91 0.02 5-21 -91 0.02 14-30 -88 0.02 1-3-8 N �o, Smm m m m 6-22 -91 0.02 15-31 -al 0.02 n m d'1-3-8 9 m m m ry m m v mY m m m �7-a3 -90 0.02 15-32 -aa 0.01 , 8-24 -91 0.02 16-32 -154 0.04 UPLIFT REACTIONS) : Support 1 -16 lb Support 2 -74 lb Support 3 -23 lb Support 4 -23 lb Support 5 -23 lb Support 6 -23 lb Support 7 -22 lb Support 8 -23 lb Support 9 -23 lb Support 10 -23 lb Support 11 -19 lb Support 12 -26 lb Support 13 -23 lb Support 14 -22 lb Support 15 -18 lb Support 16 -118 lb 33 MAX DEFLECTION (span) : L/999 MEM 30-31 (LIVE) LC 15 L= 0.00" D= 0.00" T= 0.00" === Joint Locations =--- 1 0- 0- 0 17 0- 0- 0 2 1- 3- 8 18 1- 3- 8 3 2- 7- 8 19 2- 7- 8 4 3-11- 8 20 3-11- 8 5 5- 3- 8 21 5- 3- 8 6 6- 7-13 22 6- 6- 1 7 7-11- 8 23 7-11- 8 8 9- 3- 8 24 9- 3- 8 9 10- 7- 8 25 10- 7- 8 10 11-11- 8 26 11-11- 8 11 13- 3-11 27 13- 3-11 12 14- 7- 8 28 14- 7- 8 13 15-11- 8 29 15-11- 8 T 14 17- 3- 8 30 17- 3- 8 15 18- 7- 8 31 18- 7- 8 16 19-11- 8 32 19-11- 8 All connector plates are Truswal 20 ga. or Wave 20 ga., unless preceded by "HS" for HS 20 ga., "S" for SS 18 ga. from Alpine; or preceded OVER CONTINUOUS SUPPORT by "MX" for TWMX 20 ga. or "H" for 16 ga. from Truswal, positioned per Joint Detail Reports available from Truswal software, unless noted. A/13/2008 Scale: 7132" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. WO: PD03830 ® This design Is for an Individual building component not truss system. it has been based on specifications provided by the component manufacturer Chk: R R and done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads DS fir: R R g TC Live 20.00 psf DurFacs L=1.25 P=1.25 T R U S S W O R KS utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord A Company You Can Truss] p y Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 14.00 psf Rep Mbr Bnd 1.15 75-110 St. Charles pl. ste-11A Palm DesertCharles Desert, 92211 Phone (760) 341-2232 environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software, 'ANSIITPI 1'. WTCA V- Wood Truss Council of America Standard Design Responsibllities,'BUILDING COMPONENT SAFETY INFORMATION' - (BCSI) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) Is located at 218 N. Lee Street Suite 312, BC Live 0.00 psf BC Dead 7.00 psf O.C.Spacing 2- 0- 0 Design Spec CBC -01 Fax # (760) 341-2293 Alexandria, VA 22314. The American Forest and Paper Association (AFPA) Is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 41.00 psf Seqn T6.5.7 - 12548 lJob Name: CARTER ADDITION Truss ID: 1301 Qtv: 2 Drwa: BRG X -LOC REACT SIZE REQ'D TC 2x8 DPL #2 1 0- 1-12 204 3.50" 1.50" 2x4 SPF 1650F -1.5E 7-13 2 1- 4- 0128 3.50" 1.50" BC 2x4 SPF 1650F -1.5E 3 2- 8- 0 108 3.50" 1.50• WEB 2X4 HF STUD 4 4- 0- 0 106 3.50" 1.50" Mark all interior bearing locations. 5 5- 4- 0 107 3.50' 1.50" Gable verticals are 2x 4 web material spaced 6 6- 8- 0 116 3.50" 1.50" at 16.0 " o.c. unless noted otherwise. 7 7- 5- 5 18 3.50• 1.50" Top chord supports 24.0 " of uniform load 8 8- 0- 0 98 3.50" 1.50• at 20 psf live load and 14 psf dead load. 9 9- 4- 0 110 3.50" 1.50" Additional design considerations may be 10 10- 8- 0 109 3.50' 1.50• required if sheathing is attached. 11 12- 0- 0 109 3.50" 1.50" (t) indicates the requirement for lateral 12 13- 4- 0 113 3.50" 1.50" bracing (designed by others) perpendicular 13 14- 8- 0 101 3.50' 1.50' to the plane of the member at 63 -intervals. 14 16- 0- 0 114 3.50" 1.50" Bracing is a result of wind load applied 15 17- 4- 0 110 3.50' 1.50• to member.(Combination axial plus bending). 16 18- 8- 0 108 3.50" 1.50" Diagonals shown are part of the structure of 17 20- 0- 0 106 3.50" 1.50" this truss and may not be removed. Sheathing 18 21- 4- 0 119 3.50• 1.50" may be applied for additional support to 19 22- 0- 8 57 3.50" 1.50• resist lateral loads, by others, but is not 20 aa- a- 4 127 3.50• 3.50" required unless noted. Lateral loads have ERG REQUIREMNTs shown are based ONLYnot been analyzed unless indicated on the truss material at each bearing Plating spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Loaded for 10 PSF non -concurrent BCLL. Install interior support(s) before erection. End verticals are designed for axial loads only unless noted otherwise. Extensions above or below the truss profile (if any) have been designed for loads indicated only. Horizontal loads applied at the end of the extensions have not been considered unless shown. A drop -leg to an otherwise unsupported wall may create a hinge effect that requires additional design consideration (by others). This truss is designed using the CBC -01 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = End Zone Hurricane/Ocean Line = No , Exp Category = C Bldg Length = 40.00 ft, Bldg Width = 20.00 ft Mean roof height = 17.18 ft, mph 80 CBC Special Occupancy, Dead Load = 12.6 psf TC FORCE AXL BND CSI WO: PD03830 6 1 03 18-37 -104 0. 2rhIS design Is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer 1-2 -5 0.00 0.01 0.01 }nd done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions Dsgnr: R R 2-3 -10 0.00 0.01 0.01 DurFacs L=1.25 P=1.25 an Company A Com You Can Truss! Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise 3-4 -10 0.00 0.01 0.01 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed In any TC Dead 14.00 psf Rep Mbr Bnd 1.15 4-5 -10 0.00 0.01 0.01 O.C.Spacing 2- 0- 0 pl. Desert, PalmDesertCA. 92211 and brace this truss In accordance with the following standards: 'Joint and Cutting Detail Reports' avallable as output from Truswal software, 'ANSIrrPI WTCA V- Wood Truss Design 5-6 -1 0.00 0.01 1', Council of America Standard Responslbllitles,'BUILDING COMPONENT SAFETY INFORMATION' - (SCSI) and'SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) Is located at 218 N. Lee Street Suite 312, 1-4-09 yy 6-7 Alexandria, VA 22314. The American Forest and Paper Association (AFPA) Is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. 0.01 Seqn T6.5.7 - 12549 v av v m div Nv m �v m �v 7-8 -10 0.00 0.02 0.02 1-4-0 8-9 -10 0.00 0.02 0.02 22-4-0 9-10 -10 0.00 0.02 0.02 1 2 1 3 4 5 6 78 9 10 11 12 13 14 15 16 17 18 10-11 -10 0.00 0.02 0.02 11-12 -10 0.00 0.02 0.02 12-13 -10 0.00 0.02 0.02 _1� _1,00 1,,-14 -10 0.00 0.01 0.01 4X4 8X8 1,5X3 14-15 -10 0.00 0.01 0.01 4X4 4X4 4X4 1,5X3 10X10 15-16 15-17 -10 -10 0.00 0.01 0.01 0.00 0.01 0.01 T T T 4X4 4X4 1,5X3 1.SX31.5X3 4X4 4X4 4X4 4X4 17-18 -9 0.00 0.01 0.01 4X4 4X4 18-19 -11 0.00 0.01 0.01 4-9-14 4-9-14 4-7-15 BC 20-21 FORCE 9 9 A0L SND CSI 0.00 0.01 0.01 .5 21-22 0 0.00 0.01 0.01 T T T 22-23 0 0.00 0.01 0.01 23-24 0 0.00 0.01 0.01 24-25 0 0.00 0.01 0.01 3x4 2X4 2x4 4X4 2x4 2x4 2x4 2x4 3x4 25-26 0 0.00 0.01 0.01 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 3X 39 2(227 0 0.00 0.01 0.01 2X4 27-28 0 0.00 0.01 0.01 22.0.8 28-29 0 0.00 0.01 0.01 29-30 0 0.00 0.01 0.01 0 3,f 30-31 0 0.00 0.01 0.01 ,2-0-0 x2 31-32 0 0.00 0.01 0.01 �20 22-4-0 3x 33 0 0.00 0.01 0.01 21 22 23 24 252627 28 29 30 31 32 33 34 35 36 38 I� 33-34 34-35 0 0 0.00 0.00 0.00 0.00 0.00 0.00 1-4=0 mt �35-36 mm m m mm nat; ;i 0 0.00 0.00 0.00,�-0vl�l�vl�l t v1�vl� ill l 36-37 0 0.00 0.00 0.00 a.. rv.. ry 37-38 0 0.00 0.01 0.01 WEB FORCE CSI WEB FORCE CSI 1-20 -192 0.07 12-31 -94 0.03 or Wave 20 ga., unless preceded by "HS" for HS 20 ga., "S" for SS 18 ga. from Alpine; or preceded ga. from Truswal, positioned per Joint Detail Reports available from Truswal software, unless noted. UPLIFT REACTIONS) Support 1 -120 lb Support 2 -26 lb Support 3 -22 lb Support 4 -21 lb Support 5 -21 lb Support 6 -27 lb Support 8 -24 lb Support 9 -22 lb Support 10 -22 lb Support 11 -22 lb Support 12 -24 lb Support 13 -19 lb Support 14 -24 lb Support 15 -23 lb Support 16 -22 lb Support 17 -21 lb Support 18 -28 lb Support 19 -26 lb Support 20 -71 lb T T 5.9-14 2-9-10 rHIP 1 B20 MAX DEFLECTION (span) : L/999 MEM 37-38 (LIVE) LC 1 L= 0.00" D= 0.00" T- 0.00" ---== Joint Locations =- = 1 0- 0- 0 21 1- 4 0 2 1- 4- 0 22 2- 8- 0 3 2- 8- 0 23 4- 0- 0 4 4- 0- 0 24 5- 4- 0 5 5- 4- 0 25 6- 8- 0 6 6- 8- 0 26 7- 5- 5 7 7- 5- 5 27 8- 0- 0 8 8- 0- 0 28 9- 4- 0 9 9- 4- 0 29 10- 8- 0 10 10- 8- 0 30 12- 0- 0 11 12- 0- 0 31 13- 4- 0 12 13- 4- 0 32 14- 8-15 13 14-10-11 33 16- 0- 0 14 16- 0- 0 34 17- 4- 0 15 17- 4- 0 35 18- 8- 0 16 18- 8- 0 36 20- 0- 0 17 20- 0- 0 37 21- 4- 0 18 21- 4- 0 38 22- 4- 0 19 22- 4- 0 39 22- 4- 0 20 0- 0- 0 OVER SUPPORT AS 2/13/2008 Scale: 5132" = V 87 5-2 0.03 17-36 0- MARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. WO: PD03830 6 1 03 18-37 -104 0. 2rhIS design Is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer Chk' R R 1 19-37 27 0. }nd done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions Dsgnr: R R �� 1 3Itilized Ire to be veed by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord TC Live 20.00 psf DurFacs L=1.25 P=1.25 an Company A Com You Can Truss! Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed In any TC Dead 14.00 psf Rep Mbr Bnd 1.15 75-110 St. Charles ste-11 A environment that will cause the moisture content of the wood to exceed 19%and/or cause connector plate corrosion. Fabricate, handle, Install BC Live 0.00 psf O.C.Spacing 2- 0- 0 pl. Desert, PalmDesertCA. 92211 and brace this truss In accordance with the following standards: 'Joint and Cutting Detail Reports' avallable as output from Truswal software, 'ANSIrrPI WTCA V- Wood Truss Design BC Dead 7.00 psf Design Spec CBC -01 Phone (760) 341-2232 1', Council of America Standard Responslbllitles,'BUILDING COMPONENT SAFETY INFORMATION' - (SCSI) and'SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) Is located at 218 N. Lee Street Suite 312, Fax # (760) 341-2293 Alexandria, VA 22314. The American Forest and Paper Association (AFPA) Is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 41.00 psf Seqn T6.5.7 - 12549 Job Name: CARTER ADDITION Truss ID: B02 Qty: 9 Drw ': BRG X -LOC REACT SIZE, REQ'D TC 2x8 DPL #2 Web bracing required at each location shown. UPLIFT REACTIONS) _ 1 0- 1-12 1080 3.50- - 1.55• 2x4 SPF 165OF-1.5E 2-3 - ® See standard details (TX01087001-001 revl). Support 1 -242 lb 2 22- 2- 4 1078 3.50- 3.50 -.-BC 2x4 SPF 165OF-1.5E Plating spec : ANSI/TPI - 1995 Support 2 -244 lb BRG REQUIREMENTS shown are based ONLYWEB 2x4 HF STUD THIS DESIGN IS THE COMPOSITE RESULT OF This truss is designed using the on the truss material at each bearing 2x4 SPF 165OF-1.SE 5-2, 6-3 MULTIPLE LOAD CASES. CBC -01 Code. 7-4 PLATE VALUES PER ICBO RESEARCH REPORT #1607. Bldg Enclosed = Yes, Importance Factor - 1.00 TC FORCE AXL BND CSI End verticals are designed for axial loads Loaded for 10 PSF non -concurrent BOLL. Truss -Location'= End Zone '. 1-2 21 0.00 0.27 0.27 only unless noted otherwise- , Hurricane/Ocean Line = No , Exp Category = C 2-3 -1292 0.01 0.44 0.45 Extensions above or below the truss profile Bldg Length = 40.00 ft, Bldg Width 20.00 ft 3-4 -1478 0.01 0.29 0.30 (if any) have been designed for loads- Mean roof height - 17.18 ft, mph = 80 .. indicated only. Horizontal loads applied at CBC Special Occupancy, Dead Load = 12.6 psf BC FORCE AXL BND CSI the end of the extensions have not been 5-6 1257 0.14 0.33 0.47 considered unless shown. A drop -leg to an 6-7 1525 0.15 0.33 0.48 otherwise unsupported wall may create a 7-8 0 0.00 0.18 0.18 hinge effect that requires additional design , consideration (by others). WEB FORCB CSI WEB FORCE CSI - 1-5 -424 0.15 3-7 -386 0.09 2-5 -1398 0.75-' 4-7 1532 0.23 2-6 332 0.12 9-8 -1078 0.32 • - - 3-6 -279 0.21 8-4 -1037 0.31 - MAX DEFLECTION (span) - L/999 MEM 5-6 (LIVE) LC 15 - L= -0.09" D= -0.09" T= -0.19" • --_= Joint Locations =---- 1 0- 0- 0 6 7- 5- 5 4 2 7- 5- 5 7 14-10-11 ' 3 14-10-11 8 22-•4- 0 7-6-5 7-5-5 '7-5-5 4 22- 4- 0 9 22- 4- 0 5 0- 0- 0 7-5-5 14-10-11 22-4-0 22-4-0 t -1.00 , -1.00 4X4 ,0X,0 4X4 1 4-9-144-9-144-7-15 T 36 2-9-10 5-9-14 1 1 1 rHIP 5X5 4X4 3 4X4 B1 9 W:308 u: zai 308 PTAG�RHITe�T o R i�aa �Iz-0-o F �' ,. I 12-0�1 22-4-0 6 7 8 7.5-5 7-5-5 1 7-5-5 � < 0�''� 7-5-5 14-10-11.22-4-0 rJ • �p}3�' pP'tF� 2/13/2008 All connector plates are Truswal 20 ga. or Wave 20 ga., unless preceded by "HS" for HS 20 ga., "S" for SS 18 ga. from Alpine; or preceded t%i{t1f 47� by "MX" for TWMX 20 ga. or "H" for 16 ga. from Truswal, positioned per Joint Detail Reports available from Truswal software, unless noted.- Scale: 5/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. WO: PD03830 ® This design Is for an Individual building component not truss system. R has been based on specifications provided by the component manufacturer Chk: R R and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions Dsgnr: R R are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads T R U S S W O R KS utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord TC Live 20.00 psf DurFacs L=1.25 P=1.25 A Company You Can Trussl Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise p y noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed In any TC Dead - 14.00 psf Rep Mbr Bnd 1.15 75-110 St. Charles pl. ste-11A environment that will cause the moisture content of the wood to exceed `19% and/or cause connector plate corrosion. Fabricate, handle, install 'Joint BC Live 0.00 psf O.C.Spacing 2- 0- 0 Palm Desert, CA. 92211 and brace this truss In accordance with the following standards: and Cutting Detail Reports' available as output from Truswal software, 'ANSI/TPI BC Dead 7.00 psf Design Spec CBC -01 Phone (760) 341-2232 1'. WTCA V- Wood Truss Council of America Standard Design Responsibilitles,'BUILDING COMPONENT SAFETY INFORMATION'- (SCSI) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) Is located at 218 N. Lee Street Suite 312, Fax # (760) 341-2293 Alexandria, VA 22314. The American Forest and Paper Association (AFPA) Is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 41.00 psf Seqn T6.5.7 - 12550 TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX:(719) 598-8463 i C001003160A 1/10/01 Users of Truswal engineering: The TrusPlusTm engineering software will correctly design the location requirements for permanent continuous lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering drawings from Truswal will show the required number and approximate locations of braces for each member needing bracing. In general, this bracing "is done by using Truswal Systems Brace-ItTM or a ix or 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and, braced to the building per the building designer (See ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing, needs for individual members (not building system bracing): 1. A 1x or 2x structurally graded "T" brace may be nailed flat to the edge of. the member -with 10d common or box nails at 8" .o.c. if only one brace its required, or may be nailed to both edges of the member if two braces are required. The "T" brace must extend a minimum of 90% of the member's length. t 2. -A scab (add-on) of the same size and structural grade as the member may be, nailed to one face of the member with 10d common or box nails at 8" o.c. if .only one brace is required, or maybe nailed to both faces of the member if two braces are required. A minimum of 2x6 scabs are • required for any member exceeding 14'-0" in length. Scab(s) must extend a minimum of 90% of the members length. 3. Any member requiring more than -two braces must Use perpendicular bracing or a combination of scabs and. "T" braces, or any other approved method, as specified and approved by the building designer. 1� EXAMPLES 2. Af"T" BRACE SCA6 L L Please contact a Truswal engineer if there are any questi a (800) 322.4045 t iMrA � A SYSrEM TRUSWAL SYSTEMS CORPORATION 4445 NORTHPARK DRIVE, SUITE 200 'COLORADO SPRINGS, COLORADO 80907 (719) 598.5660 FAX (719) 598.8463 DETAILS FOR UONVENTIONALLY FRAMED VALLEY SETS Notes: 91 CENTER RIDGE RAFTER PLAN VIEW DETAIL A VALLEY RAFTER (TYP ) 2 -16d / TOE NAILS (TYP) 2 X 4 BLOCK 4 .16d PLAN VIEW DETAIL Ci 2 X 4 15- P PURLIN R 2 X 4 BLOCK WITH 2 • toil ,i TRUSS TOP CHORD 7 i SHE ELEVATION VIEW, . V e a I onal section on the nailer. VALLEY RAFTER A 1 x 8 perimeter runner must be attached through the sheathing and into each buss below vnlh 3-6d box nails. This 1 x•8 follows the outside profiie Iof the valley. t The Vnlley Rafters are spaced 24- O.C. Anach them to the CRR with 1 S 2.16d toe nails. Attach the dpposrte end to the 1 x,8 with 3-U toe nails. 2 X 4 BLOCK PIAN VIEW WITH 3 - 16d . The maximum Total Top Chord Load = 48 PSF TRUSSES @ 24" O.C. Minimum Top Chord Dead Load = 7 PSF The design for lateral loads and their connections is GIRDER DESIGNED TO SUPPORT the responsibility of the Building Designer. The details THE "TIE-IN' TRUSSES provided address gravity and wind uplift loads only per Ihe.UBC. The maximum wind speed is 85 MPH, 25 fl Mean Roof B Height (max.), Exp. C. 16d box nails are typical throughout, except as noted (in details), The Center Ridge Rafter ( CRR )' is 2 x 6 stud. Attach this to C the 1 x 8 wish 4-16d to. nails ( 2 from each face ). Anach the opposite end to the truss the same. A ELEVATION VIEW The Valley Rafters, purlins, and blocking material are 2 x 4 stud. The blocking must be spaced 24- D.C. and be adequately braced in the lateral direction at 6-6.0 O.C. Attach this blocking to the Valley Rafter with 3-16d. Attach this blocking to the purlin with 2-16d. The trusses below the valley are spaced 24- O.0 The purfina•are full length under the valley set and must be installed at 24- D.C. They are to be attached'to each overlapping Irusslop chord w,lh 2-16d nails, If they are not one continuous length, add a 12- long DETAIL g nailer to the face of the truss lop chord mlh'4-16d _nd one purfin seclion. on the Iru-s and be in Ih dd• • DETAIL Ci 2 X 4 15- P PURLIN R 2 X 4 BLOCK WITH 2 • toil ,i TRUSS TOP CHORD 7 i SHE ELEVATION VIEW, . V e a I onal section on the nailer. VALLEY RAFTER A 1 x 8 perimeter runner must be attached through the sheathing and into each buss below vnlh 3-6d box nails. This 1 x•8 follows the outside profiie Iof the valley. t The Vnlley Rafters are spaced 24- O.C. Anach them to the CRR with 1 S 2.16d toe nails. Attach the dpposrte end to the 1 x,8 with 3-U toe nails. 2 X 4 BLOCK PIAN VIEW WITH 3 - 16d . PEAK PLATE: 3.4 (2x4) a 5.5 (2x6) 6.6 (2x8) MAXIMUM 1'-0" EAVE WITH BLOCKS @ 32"o.c. OR 2'-0" EAVE, 6'•0" MAXIMUM BRACE SPACING MAXIMUM, WITH 4x2 112 OR BTR. ' � OUTLOOI(ERS CUT INTO GABLE �I I 32"o.c. 2x4 N2 MINIMUM CONTINUOUS Ii it STRONGBACK BRACED TO ROOF S•fRUCTUIIE AT 6'-0" MAXIMUM. STRONGBACK AT; 2x4 STRONGBACK BRACED 4'-10" CLEASPAN. 70 MPH AT EVERY 6'-0' MAXIMUM 1.5-3, TYPICAL 4'-1.5"CLEARSPAN, 80 MPH • CONNECTION MINIMUM GRADE CHORDS AND STUDS 2x4 STUD/STANDARD. STUDS TO BE MAXIMUM 24'o.c. 4 PLATE: 3-4 (2x4) 5-5 (2x6) n -T-. __—_._ _ 6.6 (2X8) $C SPLICE; 3-4 (2x4) I CONTINUOUS BEARING WALL I 5-5 (2x6)' 6-6 (2x8) A GABLE END FRAMING CONNECTION DETAILS (MIN. NAIL REQUIREMENTS SHOWN) MAXIMUM 40 PSF LIVE LOAD. 2x4 SOLID BLOCK WITH 3-)6d NAILS Bd AT 6" D.C. SHEATHING TO GABLE EA. END AND Bd NAILS FROM SHEATHING BO MPH WIND EXPOSURE C, TRUSS, ed AT 6" o.c. TO BLOCK AT 6'o.c. / bESS THAN 20'-0' WALL HEIGHT. , r r y 2x4 BRACE r r ` PW'/WALL RACING PER BUILDING DESIGNER. I �- 2x4 CONTINUOUS BACKING WITH 16d NAILS AT 24" o.c. TO THE WALL PLATE. SECTION A GABLE Q H1tfCr 1 6d BRACING DETAILS I / 2-16d �% _A1 Q I Y,' NOTCH @ 32�o.c. ---�— --1 -- ----SOLID-6L-OCK— WITH.2-16d TOE - 2x4 GRACE 2 16d NAILED EA. END -2' WITH 4-16d NAILS 4 GABLE .DETAILS Go Tft�W symms MOTHAL SYSTEMS CORPORAIION WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. this desig,l islo, an individual building component. II has been based on spcolcalions provided by the component manufacturer and done in accordance with The current versions of TPI and AFPA design standards. No responsibeiry is assumed lot dimensional accuracy. Dimensions are to h9 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain mat the bads uluir"rl 0,, lids design meet or exceed the loading Imposed by the focal building code. It is assumed that the top chord is laterally braced by [Me ,;rol or flow sheathing and ilia bottom chord is laterally braced by a rigid sheathing material directly attached. unless clberivise noted. Bracing c,,ow rs for lalelal support of components members only to teduce buckling length. This component shall not be placed in any environment that ,au rause rine moisture content of the wood exceed 19% andlo, cause coineclor plate corrosion. Fabricate. handle. install and brace this INss in .,cc—Iance wnh the following standards: 'TRUSCOM MANUAL' by T,uswat.'DUALITY CONTROL STANDARD FOR METAL PLATE CONNECTEC V1000 inklSSES'. (OST•80).'HANOLINO INSTALLING AND BMCINO METAL PLATE CONNECTED WOOD TRUSSES'• (H16.91) and'HIB•91 S!IIAI.1Any Sl'EET' by TPI. The Truss Plaits institute (TPI) is IoW1e0 at 583 O'Onoftio Drive. Madison. Wisconsin 53719. The Amer,ean Fwesl and f'afe�t AscnC,aliwi (AFPA) is located at 1250 Connecticut Ave, UVJ. Ste 200. Washington. OC 20036. Alternate St%ld Connection -ith Stu Ies \fyp. S W d NOTE: Vent Ulocks may be omitted Connection where no vent is required. \ I DESIGN FOR TYPICAL CAIILE END TRUSS U'•]4, T-31- 8 - 1,19H x 4:I - I" Crown , I 1/4"tong s - - -- — g -- — .D-2.5/1 - T-31 or equtil I O L n 12 I > c varies 0 x Y 1 n o 13134, T-34 F- D-]4, T-]4 Varlca CA DLI. FIND TRUSS to sult vent or outlooker 2-16d nail Cutout for 2x4 Iald Rat Cutout fo•r 2x4 laid flat t,.!,Spic,,in, per building tans) (Spacing per building plans �p�tCH/TFCI TRUSS 2-16d nail �� Truss Ixi Add-on with 8dnails at 16"0.c 2-1Gd nails O (by builder) "OFF STUD')CUTOUTS f "ON STUD"CUTOUTS �• DETAILS FOR 2 x 4 OUTLOOKERS Pl'ate,.Llnt,/ CABLE END BRACING /^f t/vr•nu to-l.n ciMlnnl. �•... .1 r•-•-•.-�� ,..I 1�-.,:...rw... ...1 ...+.. w..,.�:wa.,rollno..•-a:r.......aec......a. tea.. r..... wr•-o.a ANAHE: F.LIe 110. Gable End Truss. meq„•,_„, TRU6WAL •f lrarw.>OI..�snwMr.v.•TYw..1!'.II'b^,.1rM,.,�..wrlr..-r+M4 w.I tY.Jf'..�MN.. ..I.I.o tr ,..•.r•.+.. we,e, wn ✓au rw.�w M.� _ Date: 1Z/{/`l8 ��•I�O<AMY//.h.-O'l:-...o.MM.ti..h••,..5'b1.Iw.r,NryrwM,.11-.<.�wM.nn..rlvh�m•n..,.,,,..,. 0onlnocartWt00 url '<c L RONEL DE71101 ` AlonDlrocww Yl r.4•ll•I:lo..,.r+h1+...1o".L'b••�I...n,.,w•.n./r-.Y-•w•1••.)1'../l'..�I.o•.. ... :, c... IS.+n V'.v�...11/N..00 u.t �.. w.v. 70N r'7•�l'C�'�j�l ATlJ�Ni Ref: De a. Dy: JN Ck•Dy: .hr}✓..,,n.Ta,lA.1p70mµra....1w ,,.-ry lwN ,c.. d1w1AWN1n •n.n./ 1./e wK M,q1 ..1..l w1C10. 1111.Ig1 ,.. 1..1111■ ��,[�,�1Ly THESE DETAILS ARE BY TRUSWAL SYSTEMS SPECIFIED BY A PRO HAVE THEY BEEN AN TIONS FROM THE RE TIiAT THE APPROVAL USING THESE DETAIL MUST BE SATISFIED, RECOMMENDED CONNECTION DETAILS NTENDED TO SHOW MINIMUM REQUIRED CONNECTIONS RECOMMENDED THE DETAILS DO NOT REPLACE OR SUPERSEDE ANY DETAILS ECT ENGINEER OR ARCHITECT ON A PARTICULAR PROJECT, NOR LYZED FOR SEISMIC AND WIND FORCES ACTING ON THE CONNEC- PONSE OF THE STRUCTURE TO SUCH LOADS. IT IS RECOMMENDED DF THE PROJECT ENGINEER OR ARCHITECT BE OBTAINED BEFORE . BEARING REQUIREMENTS SHOWN ON SPECIFIC TRUSS DESIGNS INCLUDING CONNECTIONS FOR UPLIFT REACTIONS. S CONNECTION TO; EXTERIOR BEARING WALLS TRUSSES @.24- O.C. (TYP.) ®A I ' BLOCK BLOCK &_ZD BLOCK -- i I O -STUDS @ A IL 1(TYP. ) 6" o.cl ',BLOCK X04 GYIO?_') BOT TOP PLATES CHORD SECT. A -A TRUSS (TYP.) PROCEDURE: 1 • TOE -NAIL BLOCK TO TRUSS WITH 1=16d COMMON NAIL. 2 PLACE NEXT TRUSS AGAINST BLOCK AND TOE -NAIL TRUSS TO TOP PLATE WITH 2-16d COMMON NAILS. 3 END NAIL THROUGH TRUSS INTO BLOCK WITH 1-16d COMMON NAIL. 4 PLACE NEXT BLOCK AGAINST TRUSS AND REPEAT STEPS 1 THROUGH 3. 5 BLOCKS MAY BE ATTACHED TO TOP PLATE WITH SIMPSON A35F (OR EQUIV.) FRAMING ANCHORS. SEE MANUFACTURER'S CATALOG FOR DETAILS AND SPECIFICATIONS. TRUSS CONNECTION TOJINTERIOR BEARING WALLS ' X' BRACING B.C. OF TRUSS OR END VERTICAL RUN i/\ _1 THROUGH TO BEARING. WALL MUST BE AT HEIGHT SPECIFIED ON THE DESIGN DRAWING MUST BE SHIMMED TO THE CORRECT HEIGHT. USE 2-16d COMMON NA�ILS TOE -NAILED INTO THE TOP PLATE THROUGH EACH TRUSS. DIAGONAL 'X' BRACING IS REQUIRED AT ENDS OF THE BUILDI (OR WALL) AND AT A MAX. OF 16' INTERVALS ALONG WP 'X' BRACING IS MIN. 2x3 MATERIAL WITH 2-Bd NAILS EACH BLOCKING SIMILAR TO EXTERIOR WALL DETAIL IS RECOMMENDE TRUSS CONNECTION TOINON-BEARING PARTITION WALLS WALL PERPENDICULAR TO TRUSS �_ BOT CHORD n ii TTOP�'B 2X PLATE 1-16d COMMON NAIL OR SIMPSON STC (OR EQUIV. SECT. B i TRUSS CLIP' WALL PARALLEL TO TRUSS 2X4 BLOCKING' BOT CH C TOP PLATE SECT. C 1-16d COMMON NAIL OR 24" O.C. SIMPSON STC (OR EQUIV. (TYP.) TRUSS CLIP FILE NO. CD -1 DATE: 9/10/92 REF.: DES. BY: L.M. CK. BY: MAMAM$YS172tZ 1-��-4r,�frr �.... e_�. ,F,-.��n. -M SAL ',,...1�k .. .t,�h� ,lk. �.•�t, /t: �o �r�.Z,..h,Yn Y.i�, tt!�f.n�.. y.'4L.-.�i�. .. ( .. '_h • .. � ... _. �;. ,. GENERAL NOTES,, NOTAS GENERALEL` ' HAND ERECTION — LEVANTAMIENTOAMANO Trusses are not marked in any way to identl� Los trusses no estan marcados de ningim modo que j Ttusge: �' r- r��771I Trus.�.N 't0 �- the frequency or location of temporary brae ng. idenbftque la frecuencia o localizadan de los ardostres s, cucl „ LJ less, Follow the recommendations for handling, (bracing) temporales. Use las recomendacfones de manejo, i ;:t p^ar.. Installing and temporary bracing of truss%. instaladan y arriostre temporal de los trusses. Vea el (18(r tg Levarite jl f j Levant•- de it Refer [o BC51.1-03_Cyt!ldE..t2S4.Od_PldGtlCe6uenaPr�[ti{�paraelMa0e101mtilad00 tls'lt]dlUlg,_]➢,itallilltl Et_@racing of Met�l310te del p�cc Ins los cuart,ls G000gctfd_0f90SL_TLu55£5 for more detaileE Y Arriost[P A�los_SOlsies de Madera CopOetlaQOssgn ' i� �11'�'II is de tramo los Information. i P1aCas_d4.11EtalpaO Para mayor Information. trusses orusses d: 2' rnen%. •..... _ .t11__—_.._ ....!t trusses de 30 ��-=.-._...... -..- Truss Design Drawings may specify lowtlons of Los dibuJos de d seno de los trusses pueden especificar I F Trusses up to 20' -i• I D!es o menos. I E Trusses up to 30' permanent bracing on Individual compressio las localizaclones de los arriostres pennanentes en los Trusses hasta 20 pies Trusses hasta 30 pies mlembros individuales en compresl6n. Vea to hoja tefitlnlen i members. Refer [o the )}�L@LSLQ ��t-B Dara los an!r+�tteSJtetIDanentes v refuerzos de lo; Rejof - web Member Permanent gpc HOISTING — LEVANTAMIENTO Heinfgrsement for mom in All other mlfmhlGi-SgllOdadQSilY2h5� Para mayor informaddn. EI ! permanent bracing design Is the responslbfll' recto de arriostres permanentes son la responsabilidad del Hold each truss in Disenador del Edificio. Position with the erection equipment unfit temporary bracing is installed and of the Building Designee :runs I; fastened to the bearing points. Sostenga calla L uss en position con la gnia hasty que el arriore temporal est@ instalado y el Qi The consequences of Improper handling, installing '' < `+ truss aseguraeo en los soportes. antl bracing may be a Coll iosr• gf the str ,cture, or •wotse, serlous personal mitiry or death. EI rosulladu de un mancjn, instaldclon y - rrlostre •� tcrJ., hb i Dr, not lift :rub=; over 30' by the peak. a1 idecuados, pu:7e ser la caida dv !a es r crura oc?$ f i�r" ` v r ! Y prw rtr, levante r ri tiro Its trussr do mac de 30 a:r nun pent. mj -r' I;,, o hed,!ns. Greater than 30' Mas de 30 Dies Banding and truss plates have sharp ed9'ec. 4Vear Qr gloves when handling and %ifety glassrsl whnn cutting banding. ; Empiques y playas dr, metal tienen bord{' afilados. Use guantes y ;antes protectorEs cuando torte los empaqu`s. . HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS HANDLING - MAINEJO I( .%!low r,0 morn F7--' No vermita :nay than 3" of de.!lec- de 3 pulgadas de I ocn for every 10' pander, por Cada j0 of span. p:r, de :ramo. 1 • is �\ W I Ile • n•mn I la I Ia _I LPill; up vertica! I Ufvante de la cuerda' blmdles at the superior IDS grupos j Lop chord. ve`tir-ales de trlIS%CSi f kJc�god,yi'�, Z: ONE WEEK OR LESS MORE THAN ONE WEEK k 'moi :.CK _4f�tk°:.:a��Sfi r_ Bundler stored on the ground for one week or more should be raised by blocklrig at 8' in 10' on tenter. Los paquetes alawcenadus an !a tierm Do: una semana o m6i, detx n ser ulevarioi, con blocues a calla 8 o I7 n! s. ((��I kr, long term storngr, crvcr oun:lir:q to dry. tl L__f vent moistun! gain but all"vi for ventilation. IIJ!1i ii!maCOT am,ralto try,: mayor nentpu" cuhra los paquetcs nara pr, hr.:memb de hninedad pew Pcimit:: rt (111 r Tagline 0 Ur,_, special cart- in Utilise tuidado [— windy v:r,ather or especial -,n dial near power line; ventoses o cerra de I and au'IurL•,. cables 0616cna a de ! aeronucr;r. .der _bar Spreader bar for '��•- truss bundles i\fv. 10) Check banding Revise lo, ra,;ktquc5 prior to mov!ng antes de mover Ids bundle•;. paquetes de trusses. Q Avoid lateral bending. — Evfte la flexl6n lateral I ! ®00 not store Pio alinaceiw , unbrac"d iundles veiLiralmaiv, -o!. apriph". truS;Ps site;torn.. Do not sine: on Pio almarrine an uneven ground. [terra desigual. Too -in - Tagline -I / Spreader bar 1/2 to 2/3 truss length TRUSSES UP TO 60' TRUSSES HASTA 60 FILES 60' or loss �— Approx. 1/2 �I truss length TRUSSES UP TO 30' TRUSSES HASTA 30 PIES .Toe -!n Locate Spreader bar Attach above or stlffbadt 10' D.C. mid -height It _max' I I-_ _ Spreader bar 2/3 to Tagline II3/4 truss length —� TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIES BRACING - ARRIOSTRE Q Ritter to 6csi Ba 5QUItnary;2.rL_TLuss Antal .1. 0on.d0i! lel11CA":IIY-81'aiing for mote in(drmatan. Visa rl mstimrlrl LtCS .$• i�staloSiliil dc.)C•issgs yAtr:d:•L; i:fppprl para mayor information. Do not walk on unbraced trusses. NO Gamine en trusses sueltos. QLocate ground braces for first truss directly In line with all rows of top chord temporary lateral bracing. Coloque Ins arriostres de tierra para el primer truss dlrectamente en linea con cads una de las filas de arriostres Iaterales temporales do la cuerda superior. Brace first truss well before erection of additional trusses. 1 Top Chord Temporary Lateral Bracing (TCTLB) min. BRACING FOR THREE, PLANES OF ROOF 1 BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES i !`EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2" EL'ARRIOSTRE EN TRES PLANOS DE TECHO' Refer.ioBCSi:a%maximum lateral brace spacing S Jro itaLYSbeei. • 10' D.C. for 3x2 chords Z This bracing method is for all trusses except 3x-2- and 4} 2 parallel chord trusses. ` „ 4 J IS' o.c: for 4x2 chords , LJ I 1 T.toDota��ad. 15• -Diagonal braces f Este metodo de arriostre es para todo trusses excepto ,cusses de cuerdas Daralelas 3x2 y 4x2, P9rJUaJ..e,1I.Ereicipg. ' OT every IS truss (Of Pa1alLLCLtotd. — spaces (30' max.) 1) TOP CHORD — CUERDA SUPERIOR "i °- R.L15S-es for more i C information. Truss Span Top Chord Temporary Lateral Brace (TCTL8) Spacing Lon itud de Tramo Es aciamiento del Arriostre,Temporal dela Cuerda Superior Up to 30' 10' o.�4. max. Haste 30 pies - 10 pies lmaximo 30' to 45' r - B' O -C, max, 30 a 45 pies ' _ x 8 les m3ximo 45' to 60' 6' o.cmax: 45 a 60 pies ° 6 pies �urno' .i 60'.to 80" 4' o,cl mmaxax. - 60 a 80 pies* 4pies imo _. 'Consult a Professional Engineer for trusses longer than ( Consulte a un ingeniero para lasses de rias de 60 pies. or OSB See BCSI.82 for TCTLB options.' I , • I Vea el SCSI -62 para las opdones = �_ de TCTI-B. Length . 12.5' 3-0 Bios _ _ \ MoBow • el .' Q' Refer to az B6_ 7/8',. \ \ 4ummaL'kS�e.++� � Gab1e_i;ndl-rayn > • 1' 16.7' Vea el [estltRen. J t• 9CSI:66-Arlius!cu "deLtrUShlSitLU)al_. d,_u1: teeho_a_dos_ ' 18.8' • i19k4s. • Set list five trusses with sp Drocess orrgroups of Low It Instal_ los cinco.prlmews; tr / diagoitales. Repita este pro( hastd que todos 10s trusses 2) BOTTOM CHORD — CUERDA INFERIOR + Lateral braces ' 2x4xt2' length lapped over two trusses. 10'-15' max. Some chc 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBRC Web members 1 Vea e! tm6naL t B.M.9I_1sriosLn.' t=POVUL.Y t 1 �, \ �; i I X= l W1LLS1L•_ , • The end dlagonal - r 'Cusr�1'LU,efdl5: brace for cantilevered I Plfiojcjnb para mayor trusses must be placed Lateral braces 'informad6n. on vertical webs.ln line 2x4x12' length lapped ' with the support. over two trusses. , INSTALLING-,INSTALACION Y. f'7( Tolerances for Out -of -Plane. — Tolerandas para Fuera-de•Plano. i LJ Max.LngMax. Bow M°DovLongth or OSB -- \` I , • I 2 bundconcrete Ii 3/4" Length . 12.5' 3-0 Bios _ _ \ MoBow • el .' 7/8',. 14.6' T , • t Z .Tolerances for, - D/50 D (N.) 1' 16.7' L� J Out -of -Plumb : 1/4"' 1, 1-1/8' 18.8' I Tolerandas para c 1/2" 2 1.1/4' 20.8' r u a .- ! . Fuera-de•Plomada., S , . , 1.3/8' 22.9' 1 3/4' 3' 1. q• 1.1/2' 25.0' X'b 1.1/4" 5'1.3/4" 29.2'0/SO diagonal braces.3 max1-1/2"Repeat - - 14 Repita ios arriostre5 8:•_i CONSTRUCTION LOADING — CARGA DE CONSTRUCCION car pieces. ileen add diagonals. Repeat • � Do.nOt proceed 1•; i!h r.OnSrl::ri�pr� until all braving is 5eturCP/ Maximum Stack Height " isses until all trusses we set. c .'and pmperly in place: for Materials on Trusses , isse6 con espaciadores, luego los arriostres i • -No procega con la construr-d6nhasty que todu; los ardostres dimtento crrgrupos de cuatro trusses esten Coloc:ados en forma aprop!ada y Segura. sten instalados. I - Do not exceed maximum tack heights. Refer to K..SL•%L S.VJnmaCY_$heel_ConSu:U.tLLOJ1.Lpading'for more Information. No exceda las maximas alturas recomendadas. Vea el CfliU0He0 Material Height:hll Gypsum BoardtrPlywood or OSB 16' Asphalt Shingles 2 bundconcrete Block . 6' Clay Tilo 3-0 Bios r �, 6iSIA5Sarga deCaos Tstccl¢n nam mayor iformad6n. x i ® Do not overload small gr unc, n single trusses. t Nu sobrecargio-: pent Pnps'grh'?os'o tnis!;c.s in6vidualr:.', r• Place loads over as many. ti asses as possible. Coloque las cargos sore tantus trusses Como sea Doslbie. Diagonal braces ^ • - a ` Position loads over load bearing walls. every, 10 truss spaces (20' max.) _ Cologne las cargas sobre las parades s000rtantes. II _ { ALTERATIONS — ALTERACIONES and web members not shown for clarity. 1 Al Refer to SCSLS5-�ummaly.-Sher _friss Uamage,lQhs1fL112d1f>zations and 10stallatlpa am. i Vea el CkSIUf)eit�CSI:.@.S.1Za00;Ile_t6isS£S-.C1D.dlfifdtlgtlei�iLllQltlB.Y�¢pc25 dfJllStdlaCli2n. SECUNDARIOS I Do not cut, alter, or d:III any structural member of o truss unless specifically permitted by the Truss Design Drawing. t • a - r'•.'k . No Corte, altere o perfore iiinyun,miembro estructural delos .f •;wf - • - ! . trusses, a mends que e!;te especificamente permiddo en el dibujo de_i-discno del truss. s ♦ ` - ��r Tlus:wL '.flat have been our-r!oaded dudnt, construction or altered without. [he Tn!SS Manufacturer's =` poor . oy uvai m2/ ndrr.in�•'Truss Manufa cturerV Ilimdn1 wamnly, null and vn:rl. ' �•� ` . ltu: es rp:e :at iter `,ribl•s::::g:::!o durance !a rnnstrueridn r, 11an rna au:uriaaei5n •i �� ore'dra J•?Fabnc Coli,:id;ir'c;us, PuLde:: redu'cir nelirn!narlc. ganntia ;ici rte i.usri. \� I Diagonal braces every 10 truss w . spaces (20' max.) 10'-15' max.' same spading as bottom chord Some dlofrl and web members not shown for daHry. lateral bracing + I DIAGONAL BRACING IS VERY IMPORTANT i. ` iEL ARRIOSTRE DIAGONAL ESI MUTIMP.ORTANTE! �. "r t NOTE: The Thiss Manufacturer and Taiss Designer must rely ca UT fact Mat me Contractor and crane opiate , (if applicable) arc ca. cable to urden,Tke the work they have agreed t0 do On a particular pa)cct. The rnntmctor should sock any rt_qunt,•d:1S4SLl1eC reVrelnq construction prWices from a compMeat party. TIT rnMhods and Procedures outlined are Intended to enw,e that the overall constn¢tlan techniques employed will put floor aro roof tnr es into place SAFELY. These recommcridatforls for handlinp, Instanlag ,no 6mdng wood trusses are bsod upon the colNxtl e L Pedenca of leading technical persaarel in the wood truss IrWustM but must, due to No mt uc of responsibilities 1r 1%vd, be presented onlyas a GUIDE for use by a trwiff x! Building Designer ar ErecOon/installatlon Contractp. It is not Intended that Buse rcmmmrn6Ttlons be intarprcted as superior to any design specification (poWded by either an Architect, Engine,, the Building Designer, the Erwdon/Installation Contractor or otrervrlse) for handling, Installing and trading wood trusses and it does not preclude the use of other eduWlcnt aethods for bracing and povding stability for the walls and eAhmms as may be determined by the tens En""ONlntstaflatbn Cones cce, Thus, the Wood Truss Council of Amenia end the Truss Plate Institute dgessfy dlstdalm any 0500aslWiry for dam,Tges aadsl�ng from the use, application, or rellance on the temmmesdatbors{,and lare�nratbn =Mlned herein. WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE • 6300 Enterprise (ane , Madison, WI S3719 218 N. Lee St, Ste. 312 • Alexandlra, VA 22314 t. 608/274.4849 • l—moodtruss.com 703/683.1010 • www.tplMLorg BIWARNlIX17 20050SOI COMMON INSTALLATION ERRORSSTRONG �} BACK BRIDGING .RECOMMENDATIONS• �. ERRORES_COMUNES DE•INSTALACION :` REQUISITOS PARA PUENTE DE ESPALDA FUERTE . .(S), Avoid installing bottom chord bear) g PCT upside-down or. " Strongback bfidging enhances the performance of trusses by limiting > reversed end-to-end. y•' deflection and vibration. •Install strongbacks at locations indicated Evite instalar PCT_que ten_gan cite a inferior atrevcz o de by the Truss Designer or Building Designer. Strongbacks should be . reversa de fin a fin: # minimum 2x6,,oriented vertically, spaced 10' o.c., and attached to walls at.outer ends or;restrained by other. means., - puentes de.espalda'fuerte aumentan los trusses`de'rendimiento por 7 ' At, limitar la deflexiori y vibration. Instale espaldas fuertes en•lugares . indicados por el disen"ador de truss o disenador de edificlo: Espaldas fuertes debenaer un minimo de 2x6, orientados verticalmente, f espaciados-10' o.c. y pegados a la pared o'finesexternds o ` comedidos,de otra manera. Some Truss Manufacturers mark correct installation'positions on the truss its elf.,Two,examples of'trusstags are'shown We. Algunos fabricantes de truss marcan c?rrectamente las posiciones' de instalacion en el truss 'mismo. bos elemplos'de etiqueta de truss estan' mostrados aqui. 'BEARINGLOGI��I�1� 1 r ��• �IjISSJ,�DE'UP� �''?"41� �f ' . 9 TOP` • Irl '�'ICf S ti&howl "fi CUMBRE r DAD0... LUGiDEtCOIItETE'.' ,_Jt.. P.ARAIARRIBA , 1 ; ,FS ?• , Some.Truss Manufacturers mark the truss with a recommendation for strongback bridging. One.example of truss tag is shown here.. Algunos fabricantes'de truss marcan el truss tori una recomen-r. dation para puentes de espalda fuerte. Un ejemplo el la etiqueta de truss mostrad,4. aqui. 5TRONGBACKdBRIDGINGIjby+�1�� ;R OMMEN-1-11 •°w•"at� Ira�il CABALLET DElESPALDp `EUERTEr� iREGOME�f DADAIw ;,•".'?•� CONSTRUCTION LOADING— CARGANDO CONSTRUCCION •- , • Proper distribution of construction materials is a must during Position load over as man • 0 p i, .9 ` � Y _0 fever overload small groups • construction. See:BCSI-B4 Construction Loading, for specifics. trusses as possible''6th or single trusses. Do not allow r Distribution propia,de' materials de construccOn'es una longest edge perpendicular materials to lean against walls. obli acion durante construction. lea BCSI=B,4 Cargo de to•trusses. . 9 9 Nunca sobrecargue grupos . . • Construction, para especificaciones de carga. , . Posicione carga sobre !o ' r mas trusses'" ue. `sea osible pequen`os de trusses solos. ,• q P No'permite, que.materiales se con la orilla mas largo - recarguen en !a's paredes"A> i perpendicular a los trusses. R. ` - -=a.- g" 1 .. ��ye(✓},•Ft"`�r ,at•��"S"fNfk; �Q.So- *_mm4wi .. /I I «• ... . ` ' M �m This document summarizes Part `7 of aft 11 -part informational series titled: Building Component safety Information BCSI 1-03~ Guide to Good Practice for Handling, Installing &'Bracing of Metal Plate Connected Wood Trusses. Copyright ©2004, 2005 Wood Truss Council of America and Truss Plate Institute. All Rights Reserved.. This guide or any part thereof may not be reproduced in any form' without the written permission of the publishers. Printed in the United States of America. IND WOOD TRUSS COUNCIL OF AMERICA !. ., • ' ' TRU55'PLATE INSTITUTE 6300 Enterprise Lane : a' - 218 North Lee Street, Ste. 312 ` Madison; wi 53719 Alexandria, VA 22314 ; 608/274-4849 • www.w6Wtruss.com ' 703/683.1010 • www.tpinst.org �• .r. {`. � .•r r .. .I � •�' ,Y��.T�.-. .rte•. ,. .,-'1 f r 'i.� " � � '` ,4 +� • - r� . nr,�u_u��s��iasr�r�rti_imh�ivyr�iFt�ar,�r.r'Y�.•i��4�.�1,.,�^k�r,�!�:r��F.'. x.,r�•.�7;� b „.^w a r� F __ �n sr + �k�( �3"n .CHECK THESE ITEMS BEFORE•STARTING ERECTION/INSTALLATION AND CORRECT AS NEEDED ` REVISE ESTOS PUNTOS ANTES DE EMPEZAR LA-'INSTALACION, Y CORRIJA - Q Building dimensions match the constr'uction'plans. Q Trusses are the correct dimension.' Dimensiones del el ificio concuerdan con planos de Dimension de los. trusses -es correeta, construction.'Tops of bearing walls are flat, level and at the correct i. ❑✓ Supporting,headers, beam's, walls and lintels are ; elevation. _accurately andsecurely installed. •(a parte superior de las paredes de sosterier son Tiavesanos (headers), vigas y�lihteles estan precise y planar, nive(aUa,y a la elevation correcta. , segur-aniente.'.instalados:'.t r Jobsite is backfilled; clean and neat. ` ✓ Han err tie -downs and bracing materials are on site ❑ 9 _ ,. 9 Terreno en'la obra esta.relleno, fimpio y piano. � • • and accessible. ' Colgadores (hangers), soportes de andaje (tie -downs). y materiales de arriostre esta'n accesibles en la obra. Q . Erection/installation crew is aware'of installation'plan., and bracing requirements., r �' La'cuadrilla de instalacion debe'tener con ocimiento del plan de instalac(on y,requer(mientos de arriostre. 0 Multi=ply trusses, including girders; a're fastened F . ` together prior to lifting into,plIlace. " Trusses'de varias tapas, incltlyendo trusses sol)ortantes r estan conectados juntosantes de levantarlos en el 7ugar que les corresponde.. Q Any truss damage is reported to Truss. Manufacturer. , Refer to BCSI-B5, Summary Sheet — Truss Damage, Jobsite Modifications and 'Ins�lallatidjHt,, rrors. Cualquier dano a los trusses �ia sido reportado a! fabri- cante de trusses. Vea el re men, BCSI-85 — Dafio a los 1 ' Trusses, Modificaciones en la Obra y Errores de Insta- lacion. „ . Q Load bearing walls are plumb and properly, braced.' ; P r d s s o r•7ntes estan a blomad-i ' correctamente ' n arriostradas. STEPS TO SETTING TRUSSES;' PASO'S PARA EL'MONTAJEDE TRUSSES ` - y Establish Ground Bracing Procedure: Exterior or Interior. ■ Establezca el Procedim'iento de Arriostre de Tierra: Exterior o Interior 4 h y. TCTLB ; TCTLB P F Bracing to wall or end jack for -hip set �'� - f' .J 14"tl I1Vn Grmim bnco + uma Im palxo 1Mlv4ncn' 4us^!:a , 1 / c•a mx ., w e nr. " � ♦ . - , r ' • - 't x i✓, ^m\ / prmmatd a Irve b f wa \y First truss'., GramU orrc y ', < ,,�' Vj g Dd;riF73 ��tF r tCICYr�,�}�• lA Fir. '6r �F ' (L r • • •r ` . f— Wall bracing Drlwn prmuM rola ni �`' �`� •" 1�� .. � 1'��t�gu� � •. . r al4ro �'► .,Inn nndno aaum� � 41 _ h 1 �rC 7 - rM .Soot nm roilFty`c�s„*. �� mu,o lu,.v na4'wam .. °" �c� In7��t 4� �_ �, r - ,r r a "'Si••, - J�T,.°°°rl°'°'m° Mnr rmnaM d4Yaa . • .�:• �r' ++ r_,,,,........,...,,,:..,r f'✓' r"EXTERIOR`GROUNDBRtACING: ii'.i!: BARRIOS,TRE�DE'TIERRA4EXTERIOR"' c S ` .-i^ f f : �. t •m+^-:. .14WIl- ��e.{.'"��'It�JT� R OFRGROU D BRAM1CIN �r � N,}s�g,-t�'�FK�"�~ R Gx t, F .i ' ' �'�`'''�`� - �'� 4` �'ei•x : EF„ ; ,j`�P L�(re1`yI•,,N�ERIOR GROUND BRACING*�TO ALL.. , 4� '`O•"'"' '"` 1tZ W ��4rt37 %'� �� ,�7 •R'• �REas�E��ER24�NTER��R�ror• . �Y ,q� ��R*�t0lR k'�. u. ��6� _ta •'gFsRED Calculate Ground Brace Locations 2a Calcule Localization de los Arriostres de Tierra 07 Use truss span to de�ermine TCTLB bracing interval of Top Chord Temporary Lateral Brbces from table. Use la longitud de tr mo para determinar el espaciamiento del arriostre lateral tE mporal de la cuerda superior en la tabla adjunta. I r mminn..xn Q Locate additional TCTLBs at each change of pitch. Localice ALTCS adicibnales en cada cambio de inclination. TCTLB 10" or greater Truss attachment required at support(s) Truss Span TCTLB Spacing Lon itud de Tramo Es aciamiento del ALTCS Up to 30' 10' o.c. max. Hasta 30 pies 10 pies m9ximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies m4ximo 45' to 60' 6' o.c. max. 45 a 60 ples 6 pie, maximo 60' to 80'* 4' o.c. max. 60 a 80 pies* 4 pies m6ximo "Consult a Professional Engineer for trusses longer than 60', *Consulte a un ingeniero para trusses de mas de 60 pies. Q Locate additional TCTLBs over bearings if the heel height is 10" or greater. Localice ALTCS adicionales sobre los soportes si la altura del extremo (heel height) es de .10 pulgadas o mas. Q Locate a vertical ground brace at each TCTLB location. Localice un arriostre de tierra verti- cal en cada ALTCS. Set First Truss and Fasten Securely to Ground Braces 3 Coloque el Primer Truss y Conectelo en Forma Segura a los Arriostres de Tierra Q Set first truss or gable end frame and fasten securely to ground brace verticals and to the wall, or as directed by the Building Designer. Example of first truss installed. Coloque el primer truss y conectelo en forma segura a los arriostres de Cierra verticales y a la pared, o tomo indique el disenador del edificio. Ejemplo del primer truss instalado. TCTLB TCTLB locations locations TCTLB locations EXTERIOR GROUND B CINGS 1 INTERIOR GROUND BRACING ' • '' ` - t 'ARRIOSTRE DE.TIERRA ERIOR ARR♦ IOSTR9 DE TIERRA'1NTERIOR ti• '" }.:ARRIOSTRE�'D ITIERRA INTERINORTA LA pARED,r1; ' 1 9., �'�t, •.•F ..., D.Am.l'.{'•w"0. Ni :`- ."R�"•w:. X ill�'n«::th... 1 & IMPORTANT SAFETY WARNING! A First truss must be attached securely to all ground braces prior to removing the hoisting supports. ADVERTENCIA IMPORTANTE DE SEGURIDAD El primer tl uss debe ser sujeto en forma sequra a todos los arriostres de Cierra antes de quitar los soportes de la grua. ✓�r P' Nei•4%,� -[ > 7 X r - 'tR* r �Itl.p .dikS z a. a Set Next Four Trusses with'T&L' B in Line with Ground Bracing 5 4i,*' Coloque los Siguientes Cuatro Trusses con los ALTCS en Linea con los Arriostres de Tierra ` - • t" . j. •; • [ Attach trusses securely at all''n shimming bearings as necessary. Example of first five trusses... [] The three options for installing TCTLB spacer pieces. Las tres opciones para instahr piezas,de espaciamiento para ALTCS. i Option 1 -Option 2 Option 3 Top,Nailed Spacer Pieces' End-Grain.Nailed Spacer Pieces y Proprietary Metal Bracing Products Opcion 1 Opcion 2 - Opcion 3 - Piezas de espaciamiento Piezas de,espaciamientos 'Productos de refuerzo de clavadas arribaconectadas al•extremeo _ �• metal patentado' 27"+ N , . lrh° �inimum 4 F t_ t Use 2-16d deformed See manufacturer's t en&distance'"22-A" shank nails minimum �-=► specifications.. : at each spacer to truss 22Yz" , . y �---► 1 %z pu gadas p uea las 221 iiistan �aconnection. w •• ° �, t ,especiricaciones del , de extrI M r Do'not use split Use tomo minimo 2 , ` y fabricante: z 2 nails minima Spacer nieces. , claves largos (16d shank at every nails) en cada coneccion connection No use piezas dede los espaciadores con ti espaciamiento con. el -truss: 2 davos en rajaduras. {,>' cada coneccion r + .44/2 27"+ ( i. 22V2 22 z" Do not use split 4 spacer pieces. No use piezas de s , espaciamiento con : rajaduras. i LQ IMPORTANT SAFETY WARNING! � r Never release the truss from the hoisting;,supports until all',top chord temporary ' lateral brl ces are installed and bearing,attachments are made. ,4 DVERTENCIA•IMPORTANTE DE'SEGURIDAD,& Nunca suelte el truss e Ins soportes de la gr6a hasta que torsos los•arriostres,laterales de la ' ,.cuerda superior esten instalados'y el truss este conectado a los soportes. ' 511A - � f Sat .. I, AK s'"L"nwx zn=.v tueL"•i 7 �eS,� }�(+, ,• y -�v7r Conecte los trusses en fora segura a to los_ soportes; rellenando solidamente los soportes si fuera necesario. Ejemplo de los cinco. prime , trusses. los ; See options'below `see options below See options below • rT v • ri:t�<�"Jr7:n,}i.;. •:p.� .,l i y?e`xdl-.^.u..'t.' - lyfEXTER30R�6R0UNl);BRAGINGzS.. EXTERIOR c i:i!:x'' e,j '� ' int.. °?S 54.P.,'. '"�!7,=i"78 }'NERIOR«GRO`UNDRACING��I.�'r7'. v '��''12RIOS7RE DEfWERRATINTERIOR ¢ 71! • 'f,?.' s; . '� AGS U•SNBR/1C-I�NG�tTr�0Y Wa4LglR> f; "it'RRIOSTREIDE�FIERRA i 4::.•i:;,;;li:tiw-.`.w'ri:'ktr.'Kdo.; :.'!,.•:.hx`.Ne:.!t.}oitA''',.�; fir 1, ,�F�'nONTERI,�R+GR"O il'C vr?U''r,(,TQ`rr%xrfE:....k"i�ttD�aTraF Y �Gf{P`-S'f3'.,+^E�'r=i :•".d ta�i°!kk=r'�Yws+ 7: .'titR�EtYki3��i�E.KR".Y �I.9�'rliE GRlf ..•�,�.'kz. [] The three options for installing TCTLB spacer pieces. Las tres opciones para instahr piezas,de espaciamiento para ALTCS. i Option 1 -Option 2 Option 3 Top,Nailed Spacer Pieces' End-Grain.Nailed Spacer Pieces y Proprietary Metal Bracing Products Opcion 1 Opcion 2 - Opcion 3 - Piezas de espaciamiento Piezas de,espaciamientos 'Productos de refuerzo de clavadas arribaconectadas al•extremeo _ �• metal patentado' 27"+ N , . lrh° �inimum 4 F t_ t Use 2-16d deformed See manufacturer's t en&distance'"22-A" shank nails minimum �-=► specifications.. : at each spacer to truss 22Yz" , . y �---► 1 %z pu gadas p uea las 221 iiistan �aconnection. w •• ° �, t ,especiricaciones del , de extrI M r Do'not use split Use tomo minimo 2 , ` y fabricante: z 2 nails minima Spacer nieces. , claves largos (16d shank at every nails) en cada coneccion connection No use piezas dede los espaciadores con ti espaciamiento con. el -truss: 2 davos en rajaduras. {,>' cada coneccion r + .44/2 27"+ ( i. 22V2 22 z" Do not use split 4 spacer pieces. No use piezas de s , espaciamiento con : rajaduras. i LQ IMPORTANT SAFETY WARNING! � r Never release the truss from the hoisting;,supports until all',top chord temporary ' lateral brl ces are installed and bearing,attachments are made. ,4 DVERTENCIA•IMPORTANTE DE'SEGURIDAD,& Nunca suelte el truss e Ins soportes de la gr6a hasta que torsos los•arriostres,laterales de la ' ,.cuerda superior esten instalados'y el truss este conectado a los soportes. ' 511A - � f Sat .. I, AK s'"L"nwx zn=.v tueL"•i 7 �eS,� }�(+, ,• y -�v7r w Q Every truss is made Up of lumber, connector plates and carefully executed engineering design a I6Id manufacturing. Cada truss esta hechb de madera, lamina de connecidn, y con ingenieria ejecutada muy cuidadosamente. Q Damage, jobsite modifications or improper installation will reduce the strength of a truss. Contact the Truss Manufacturer or a Design Profes- sional to remedy the condition. Dano, modificacionesl en la obra, o instalaci6n imf)ropia puede reducir ia. Fortaleza de el truss. Pongase en contacto con el fabricante de los trusses o un profesional de d�seno para remediar el problerna. Do not cut truss webs. This condition needs a repair. No torte a los miembros secundarios de trusses. Esta condicidn necesita una reparacidn. FOLLOW THESE STEPS TO CORRECT DAMAGE, MODIFICATIONS AND ERRORS SIGH ESTOS PASOS PARA CORREGIR DANO, MODIFICACIONES Y ERRORES 1. Report damage, altera immediately. Failure tc Reporte dano, alteraci inmediatamente. Falta 2. Do not attempt to rep (RTDD) from the Trus! No intente reparar el t de el fabricante de los 3. Follow the RTDD exac Building Designer or C Siga el dibujo de cepa, tenga una copia a ma, puede pedirlo en cuak 4. If a RTDD is not for th the Truss Manufacture Si el dibujo de reparo fabricante de truss o t :ions or installation errors to the Truss Manufacturer Examples of Damage or Alterations report may void any warranties. Ejemplos de Dano a Alteraci6nes Ines o errores de instalacion a el fabricante de los trusses de reportarlo puede poner en nolo la garantia. Cracked web it the truss without a Repair Truss Design Drawing Manufacturer or a Design Professional. Damaged plate uss sin un dibujo de reparo de el diseno de truss (1?TDD) � R trusses o un profesional de diseno. y and keep a copy on hand; the Building Official, inner may ask for this document. o de el diseno de truss (RTDD) exactamente y siempre — o; el oficial de edificio, disenador de edificio, u el dueno Removed plate Drilled hole uier momento. exact field condition or cannot be accomplished, inform or Design Professional. le el disen"o de truss (RTDD) no es para la condition exacta, o no puede ser logrado, informe el -ofesional de disen"o. COMMON REPAIR TECHNIQUES TECNICAS COMUNES DE REPARO in, Plywood or oriented stand board (OSB) gussets over damaged plates or joints. Examples of Repairs Madera contrachapado u (OSB) escudese sobre laminas danadas o ensambladura. Ejemp/os de Reparos Metal nail -on plates. Laminas de metal que se clavan. Lumber scabs or repai frames over broken chords or webs. Scabs de madera o an az6n de reparo sobre cuerdas o miembros secundarios quebrados. Truss plates applied b), a portable press. Laminas de truss aplicadas por una prensa portatil. There are no "standard" rl6lpair details; they are generated on a case-by-case basis. No hay un "standard"de detalles de reparo; son generados en basis de caso por caso. Mepair 20050501