Laserfiche WebLink
<br />(EMSC30--- . .. - 29-9 EMSC 30STST 8 OC 3 truss) <br />Top chord 2x8 SP SS <br />Bot chord 2x8 SP SS <br />Webs 2x4 SP #2 <br />:Lt Wedge 2x4 SP #2: :Rt Wedge 2x4 SP #2: <br /> <br />Trusses to be spaced at 95.0" OC maximum. <br /> <br />IN LIEU OF RIGID SHEATHING USE PURLlNS TO BRACE TC @ 24" OC. <br /> <br />SEE CLEARY BUILDING CORP. DRAWINGS FOR BEARING ATTACHMENT <br />AND BOTTOM CHORD BRACING DETAILS. THIS DESIGN APPLIES TO <br />BOTH OPEN WALL AND ENCLOSED WALL BUILDINGS. <br /> <br />ITWBCG ICC-ES PLATE EVALUATION REPORT ESR-1118. <br /> <br />H1014"" <br /> <br />3X5"'" <br /> <br />3,- <br /> <br />0-6-0 <br />H <br /> <br />+ 0-3-S <br />1-:1:0 -.L <br />T <br /> <br />5X7- <br /> <br />H0715= <br /> <br />1< <br /> <br />7-11-11 <br />10-2-10 <br /> <br />-,- <br />9-3-12 <br />_1- <br /> <br />6-10-13 <br />-,- <br /> <br />-, - <br /> <br />1- <br /> <br />14-10-8 <br /> <br />1< <br /> <br />THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. <br /> <br />S50612 "" <br /> <br />5X7= <br /> <br /> <br />5-10-13 <br />-,- <br /> <br />-,- <br /> <br />14-10-8 <br /> <br />29-9-0 Over 2 Supports <br /> <br /> <br />R=4656 W=S.S" <br /> <br />PLT TYP. 20 Gauge HS,18 Gauge SS, <br />WAVE <br /> <br />Design Crit: CUSTOM/TPI-2007(STD) <br />FT/RT=20%(20%)/10(10) <br /> <br />OJ <br />" <br />-0 <br />en <br />:::> <br />0:: <br />.... <br />. <br />Cl) <br />'" <br />0 <br />~ <br />~ <br />0 <br />'" ::;;: <br />::;;: <br />-' <( <br />0) .... <br />'" ~ <br />0 '" <br />~ <br />~ ~ <br />0 ~ <br />'" 0 <br />::;;: '" <br />-' (0 <br />c ~ <br />0 05 <br />ro -0 <br />S .l!l <br />m c <br />c &: <br />0 <br />'" '" <br />m 1ii <br />a. 0 <br />. <br />s <br />e <br />'" <br />E >> <br />E .0 <br />C <br />0 i'! <br />~ 0 <br />-, <br />1:: CJ <br />1ii c <br />a. 0 <br />-0 ro <br />c <( <br />'" <br />'" >- <br />E m <br />'" -0 <br />Z '" <br />~ c <br />u: (t <br /> <br />"WAUl." TRtlSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND 8 <br />REFER TO BCSI (8UIlDING COW'QHEHT SAFETY INFORMATION). P{J8LISHfO BY TPI (TRUSS PLATE INSTITUr <br />NORm UE STREET. SUITE 312. ALEXANDRIA. VA, 22314) AND WTeA (WOOD 11UJ$S COUNCIL OF AMERICA, <br />ENTERPRISE lANE. Il&AOISQN, W' 53719) FOR SAFETY PRACTlClrS palOR TO PERFORMING THESEFUHCTIONS. NLE5S <br />OTHE~ISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORO SHALL HAvt <br />A "OP~RLY ATTACHED .10.0 CEIL..O. <br /> <br /> <br />-.'IIPORTAfIT--FURHISH A COPY OF nus DESIGN TO THE INSTALLATION CONTllACTOA:. 1'fW BUilDING COMPONENTS <br />GROUP. INC. SHALL NOT Bf RESPONSIBLE FOR AN'( DEVIATION FROM THIS DESIGN; ANY fAILURE TO BUILD THE TRUSS <br />IN CONFMIlAHCE WITH WI; OR FABRICATING, HANDUNG. SHIJ>PfHC, INSTALLING.. BAACI!rllG Of TRUSSES. <br />DESIGH CONFOfWS: WITH APPUCAIll..E PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY MaPA) AM) TPI. ALPINE <br />CONNECTOR PLATES ARE IlADE OF 20/18/16CA (W.H/SS/K) ASTV A653 CRAOE 40/00 (W. K/H,SS) GALV. STEEL. APPLY <br />PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESI,""" P<)SlTION PE~ DAAWINc;.S 16nA-Z. <br />AN'( INSPECTION OF PLATES FOLLOWED BY (.) SHALL BE PER ANNEX A3 OF TPI1~2002 SEC.3. A SEAL ON THIS <br />DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIHG REsPONSIBILITY SOLELY FOA: THE TRUSS COMPONENT <br />DESIGN SHOWN. THE SUITABILITY AND USE OF TlHS COIU>ONENT fOR AtiV BUILDING IS THE RESPQNSIBllHY OF TffE <br />BUilDING DESIGNER PER ANSI/WI 1 SEC. 2, <br /> <br />ALPINE <br /> <br />Earth City, MO 63045 <br /> <br />.. ~ <br />. ... <br />FREDr 29\ ~~ <br />AMPMANN ':. <br />33119.006 . <br />. <br />MILLSTADT, : It <br />.., - IL -b: '"" <br />~ (>. .. ..~;:: <br />;(\~. .~S' <br />~ ~8;.."..~~~~'" <br />"//'111 ONA\.. >\\\'~ <br />II \:\> <br /> <br />---,3 <br /> <br />H0715= <br /> <br />7-11-11 <br />10-2-10 <br /> <br />WI/-/1/-/-/R/- <br />TC LL 30.0 PSF <br />TC DL 4.0 PSF <br />BC DL 5.0 PSF <br />BC LL 0.0 PSF <br />TOT.LD. 39.0 PSF <br />DUR.FAC. 1.15 <br />SPACING 96.0" <br /> <br />,.1 <br /> <br />_I <br /> <br />~I <br /> <br />R=46S6 W=S.S" <br /> <br />~ <br />.... <br />::Ii <br />8 <br />:;; <br />co <br />.... <br />'" <br />N <br />! <br />co <br />'" <br />N <br />8 <br />'-' <br />co <br />'" <br />'" <br />.... <br />4-8 10 ~ <br />N <br />~ <br />:::> <br />'= <br />~ <br />c <br /> <br />110 <br /> <br />l;l <br />'-' <br />"- <br />~ <br />r; <br />... <br />"- <br />E <br />o <br />o <br />g> <br />~ <br /> <br />~ <br />~ <br />0> <br />C <br />. <br />~ <br />.. <br />" <br />~ <br />"- <br />"- <br />Q. <br />., <br />., <br />r; <br /> <br />Scale =.275"/Ft. <br />REF R7054- 96081 <br />DATE 03/28/11 <br />D~ UOUSR7054 11087015 <br />MQ-ENG DJR/FK <br /> <br />FROM <br />JREF- <br /> <br />KPB <br />1UAM7054Z06 <br /> <br />TRUSS CHECK <br />(CHECK BOX AND INITIAL) <br />llil TRUSS SIZE AJ <br />llil ROOF PITCH AJ <br />llil BAY SPACING AJ <br />llil DESIGN LOADS AJ <br />llil OVERHANGS N/A <br /> <br />~'TEV <br />9 15 11 <br />DRAWN BY: <br />A. JORENBY <br />SCALE: <br />NONE <br />SALES SPECIALIST: <br />ZEAL <br />VERONA <br />REVISIONS: <br />NO. DATE BY <br />1 --- -- <br />2 --- -- <br />3 --- -- <br /> <br />~ 0::: <br />lLJ w <br />(f) <br />J 2: <br /> >- <br />- C) <br />0:::: 0::: <br />W (/) <br />~ :z: ::?; <br />w <C <br /> a::: <br />- .q- 0 <br />::::J , <C <br />0:::: 0 C'l <br />~ <br />x <br />~ N (/) <br />r--. (/) <br />x :::::> <br />a 0 a::: <br />n I- <br /> <br />~ <br />CLtAAY <br />BUILDING CORP. <br />ClearyBulldlng.com <br />190 PAOLI STREET <br />P.O. BOX 930220 <br />VERONA, WI 53593 <br />(800) 373-5550 <br />JOB NO. <br />LM2011049 <br />SHEET <br />70F7 <br />