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<br />THIS owe PREPARED FROM COMPUTER INPUT (LOAnS &, D1NENSIONS) SUBMITTED BY TRUSS MFR. <br /> <br />(PLSC30 10--- , ~. - 47-9 PLSC 30STNO 10 OC 4 truss) <br />Top chord 2x10 SP 2400f-2.0E <br />80t chord 2x10 SP 2400f-2.DE <br />Webs 2x4 SP #2 :W3. W6 2x6 SP #1: <br /> <br />Trusses to be spaced at 120.0" OC maximum. <br /> <br />IN LIEU DF RIGIO SHEATHING USE PURlINS TO 8RACE TC .. 24" DC. <br /> <br />SEE CLEARY 8UILDING CORP. DRAWINGS FOR BEARING ATTACHMENT <br />AND 80TTOM CHORD 8RACING DETAILS. THIS DESIGN APPLIES TO <br />80TH OPEN WALL AND ENCLOSED WALL BUILDINGS. <br /> <br />ITWBCG ICC-ES PLATE EVALUATION REPORT ESR-1118. <br /> <br />(A) 1x4 "T" brace. 80% length of web member. Same species & SRB grade <br />or better. 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Ua ......t':.~'W' ~ <br />:::: ;::mltll;~=I~=~~'~~;:~~I::;:~IIlG~~~~~'~ :;'1'11/ 'ONA\.. ~ \\\~ <br />llUIU\11lG D($IQiP ptll: All$1J11>1 1 $<<;, 1, IJIIIIIU1U\\\\\ <br /> <br />"0 <br />21 <br />c <br />~ <br />4> <br />1;; <br />o <br />l? <br />4> <br />.0 <br />C <br />4> <br />"0 <br />\\j <br />" <br />ci <br />'" <br />4> <br />2 <br />o <br />.c <br />I- <br />>. <br />lO <br />"0 <br />4> <br />:s <br />n. <br /> <br /> <br />EaI1hC;'Y,M063045 <br />WI COA1I19{)2-<l1l <br /> <br />3X5$ <br /> <br />5X7= <br /> <br />~l~ <br /> <br />8-4-8 <br />9-5-6 <br /> <br />WI/-/l/-/-/R/- <br />TC LL 30.0 PSF <br />TC DL 4.0 PSF <br />8C DL 1.0 PSF <br />BC lL 0.0 PSF <br />TOT,LO. 35,0 PSF <br />DUR,FAC. 1.15 <br />SPACING 120.0" <br /> <br />5S0919= <br /> <br />~ <br />" <br />~ <br />~ <br />Ii; <br />~ <br />~ <br />~ <br />g <br />N <br />~ <br />~ <br />8-1 -It <br />o <br />:I <br />, <br />OJ01_tel! ' <br />T T ~ <br />1 <br />'" <br />8- <br />'1 <br />2> <br /> <br />0-6-0 <br />I-l <br /> <br />'1 <br /> <br />_I <br /> <br />"I <br />R=8408 W=S.S" <br /> <br />. <br />E <br />11 <br />, <br />, <br />ii- <br />v <br />~ <br /> <br />Scale =.1875"/Ft. <br />REF R7054- 69574 <br />DATE 04/27/11 <br />DRW MOUSR7054 11117053 <br />MO-ENG DJR/FK <br /> <br />FROM <br />JREF- <br /> <br />KPB <br />lUBG7054Z13 <br /> <br />DATE: <br />12 13 2011 <br />DRAWN BY: <br />T. KAlDENBERG <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 />!, <br /> <br /> () <br /> c: <br /> - <br /> ~ <br /> ::t:: <br /> ~ <br /> CJ '" <br /> ::t:: ::i <br /> 0 en <br /> ~ '" :::lE <br /> n.. C? <br /> Lw e..- el <br /> s:: I ~ <br /> <.() 0 <br /> x <br /> >- <::, en <br /> <.() en <br /> ti5 x :::> <br /> ro 0::: <br /> '" I- <br /> ~ <br /> fLtAAY. <br /> BUILDING CORP. <br /> ClearyBulJdlng.com <br />TRUSS CHECK 190 PAOli smITT <br />(CHECK BOX AND INllIAl) P.O, BOX 930220 <br /> VERONA, WI 53593 <br />IRI TRUSS SIZE -I!L (800) 373-5550 <br />IRI ROOF PITCH -I!L JOB NO. <br />IRI BAY SPACING -I!L 2011213689 <br />IRI DESIGN LOADS -I!L SHEET <br />IRI OVERHANGS 2J!L <br />40F4 <br /> l" <br /> r-; <br />