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J b:(12015) VERN BOYETT RES. / FB flIIS CWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFO S LAYOUfi <br /> TOP CHORD 4x2 OF-L RL68■t. SEE HIB-91 SECT ]3.2 FOR AOOI7IONAL BRACING REOUIREMENTS. <br /> BOT CHORD 4.2 OF-L R148-t, <br /> WEBS 4.2 OF-L Stamdord ---LOADING ON THIS TRUSS CALCULATED BY JCB•DESIGNER, AND MODIFIED BY TRUSS <br /> PLATES DESIGNED FOR GREEN LUMBER PER Nps-97 TABLE 7.3.3. <br /> FASRICATOR--- <br /> SPECIAL LOADS <br /> MAX JT VERT DEFL-' LL- 0.52' OL: D.20-RECOMMENDED CAMBER 3/13" <br /> ------(LUMBER CUR.FRC.-1.00 / PLATE OUR.FAC.-I.00) IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC 0 72.00" OC <br /> TO - From 100 PLF at 0.12 to 100 PLF at 21.88 <br /> BC - From 10 PLF at O.CC to 10 PLF of 22.00 DEFLECTION MEETS L/350.00 LIVE AND L/240.00 TOTAL LORD. <br /> TC - 11CG LO Cana- Load at 4-3L, L7.69 <br /> TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP, <br /> 11Og0 1100# <br /> -- 4'3"12 - -• 13'4"8 4'3-12�•---+ <br /> -0 6'7'6 7'8'4 7'1"14 <br /> 6'4'3— - w. 7.6" 7'0"12 <br /> 2'11"4 1'3"=-----2'6"12—;,-4'8-4 2'1"B 3'5"4 1'3" 2'11"4 <br /> W2X3(R) (OL1 W1DX1000L) W2XG W-W3X4 W4X5 W4X5 HS820(OLl W2X6(DLI <br /> W2XG(OL) HS82000LI W4X5 W2XG W-W3X4 W2XG W1OX10(OL) W2X3(R) (OL) <br /> k 3 } t y9 <br /> Wi0X10(OL] W5 X6 W4X8 W2XG W-HS2512 W-H52512 <br /> WE X 2 W2X6 W2)0 m W4XS WSx6 W2XG WGX12 <br /> —2'11-4—4'0"12 ;-2'6"12---;�-2'1-B—2'6"12IOX10(DLI 2'11-4 <br /> R-22970 W-3118 R-22989 W-3"9 <br /> OESC. = F8 SEO = 16962 <br /> PLT- TYP- -WAVE_TPI95/R UBC (STD) OTY= 4 TOTRL= 4 ,,,,N,,,, REV. 19.50 SCALE =0.3400 <br /> ■-WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING 14RNOLING SHIPPING INSTALLING <br /> AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND GRACING), tUBLISHED AY TPI (TRUSS0(-"� <br /> .......... TC TC LL 40.0 PSF REF <br /> TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR- SUITE 200 MADISON, WT. 53719) FOR SAFETY PRACTICES MV•.Fy`' <br /> PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6THERWISE INDICATE❑ TOP CHCRO SHALL HAVE S'•.C TC DL 10. 0 PSF DATE 01 -03-2002 <br /> PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE 14 PROPERLY ATTACHED RIG 9 t z ? <br /> ENGINEERING CEILING. ■■IMPORTANT-■ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRRCTOR. Z �� y;m= C <br /> ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRCM THIS 2:0 35'i]2 m E BC DL 5 •0 PSF D R11G <br /> DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING c <br /> HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPhICRBLE *L, BC LL 0.0 P S F <br /> PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND C C <br /> 1}77 ZE!"� RgbC) PAPER R5SOCIRTIONI AND TPI. RLPINE CONNECTORS ARE MROE OF 20GH RSTM A653 GR40 GRLV. STEE �l�-'• ��� T'OT.LD, 55. 0 PSF 0/A LEN. 22 <br /> Modesto, CA 9533551 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED OP <br /> '.•.CM4.••'�1``�• <br /> 02091 527-6387 ACCEPTANCEHIS DESIGN <br /> 6FPOSITION <br /> PROFESSIONALEENGINEERINGDRAWINGS <br /> RESPONSIBILITY SOLELYSEAL <br /> FORDTHEHTRUSSDRAWING <br /> COHPONENTCRTE f///q/f�11Q�(CIAL�1+`�,,�' \ DUR.FRC. 1 .00 <br /> DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPFICING See obove <br /> S THERESPONSIBILITY F TH N DESIGNER. PER RN TP SECTION TYPO s42 <br />