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J6b: E120105).VERN BOYETT RES. / F3 I OTHIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFA'S LRYO6T <br /> TOP CHDR 4x2 OF-L 11LBst. SEE HIB-SL SECT l .2 FOR ADDITIONAL BRACING REQUIREMENTS.- - - -- - -- <br /> ROT CHORD 4x2 DF-LekLe . - <br /> WEBS 9.2 OF-L Standard MAX JT VERT pEFL: LL: 0.44' DL: 0.16" RECOMMENDED CAMBER 1/4' <br /> PLATES DESIGNED FOR GREEN LUMBER PER NOS-97 TABLE 7.3.3. IN LIEU OF RIGIO CEILING USE PURLINS: TO BRACE SC 0 72.60' CC <br /> TRUSS MUST BE INSTRLLEO AS SHOWN WITH TOA CHORD UP. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. <br /> I <br /> 2'6" <br /> ii <br /> 12'0"8 6'11"5 3'0"3 I <br /> I. <br /> 11.0"e 2' 5.9"8 m-2'10-G <br /> .1-2'i 1"q 2'6"12-2'6-12-2'7'8 2'l"8-1-2'6"L2 1'9"8 3'B"8 "+ <br /> W6X10 W6XB W4X5 W5X5 W6XB 412X6 <br /> VolW2X6 W2XG W-W3X4 W2X5 W-W3X4 W6X1O <br /> �i a { 10.3.. <br /> cl <br /> ! f f <br /> W-W3X,y W3X8 W2X3 W4X12 <br /> W3X4 W4X12 W2X3 W3X6 W3X4 <br /> 22' <br /> —2 51I"8 2'7"0 2'1"8—1—S'1'8 2 11"4 <br /> R-1210N W-3"6 R-1210# W-3"8 <br /> OESC. — F3 SEO = 16918 <br /> PLT. TYP. -WAVE_TPI95/R UBC (STD) OTY= 5 TOTAL= 5 REV. 19.Sa SCALE =0.3400 <br /> ANOABRRCING.TRUSSES <br /> REFER TODHIBE4IEXTREME <br /> (HANOLINGCARE <br /> INSTBRLRNGRRNDG�RACING),�G�UBLISHEOSHIPPING <br /> 9YETPIR(TRUS �����",vLpFES51t7�l�i. TC LL 40• 0 PSF REF <br /> PLATE INSTITUTEPRIOR TO , 583 O'DNOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICE <br /> TRUSS PROPERLYY ATTACHED STRUCTURALING THESE PANELSAND BOTTOM4. UNLESS TCHORDSSHALLLIHAVEDTOP CHORA PROPERLLYORTTRCHEO RIC � h �SHALL HAVE �0 M( F��% rC DL 1 O . O PSF ORTE O1 -03-2002 <br /> T I1�\ R IN�G ALPINECEILINGENGENEEREDRPRODUCTS,)RINC. SHRLLNISH R YNOT BEOF RESPONSIBLEFOR ANYS DESIGN TO THE TDEVIATDIONCFFROMRTHOIS R. ~w:� N0. 9J:^� BO OL 5 . 0 PSF DRWG <br /> E y ' "E E' ` ' ` DESIGN: PNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING �;A 3$1]2 {: <br /> HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPklCRBLE *!)'I rn Z BC LL 0 .0 PS F <br /> PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND t g <br /> 477 ZeFF Rood PAPER ASSOCIATION) AND TPI. RLPINE CONNECTORS ARE MADE OF 20GA ASTM 8653 GRVD GRLV. STEEt E1�04r34103 TOT.LU• 5555.0 PSF O/R LEN. 210500 <br /> Modesto CA 95351 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED O <br /> THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z, THE SEAL ON THIS DRAWING INDICATE � I•L.•'•YML•',�e1 ❑UR.FAC. 1 .00 <br /> (209) 527-6387 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPN,ONENTV` ��-` <br /> O£SIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR /7!!/� <br /> BUILDING 7/r11 fills 4�' SPACING 24.0" TYPE s 42 <br /> THE <br /> H RESON51BILITY OF THE N N R P R RN /TP SECTION 2. <br />