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HomeMy WebLinkAbout61-08 Oversized Plans 7/2008REVISIONS I BY 2' 2"x4" POE 4 RAFTER UNDER Rli — CONT. 2"X5" LOWER TIES 2"x8" LOWER TIES AT EA. RAFTER PAIR (16' DIRECTION) TYPICAL SECTION SCALE:1/2" = 1'-O" GIRDER (2) -1 3/4" x 14" LVL GIRDER SEAT CUT ON TO AND BOLTED TO PILES w/ (2) 5/8" DIA: GALV. BOLTS WRAP LVL's WITH 30# ROOFING FELT AND COVER ENTIRE GIRDER WITH CEDAR TRIM (TYP. ALL 4 SIDES) 12" DIA, P.T. TIMBER PILE 40' LONG F L/AIN SCALE: 1/4" = T-O" ROOF FRAMING PLAN SCALE: 1/4' = T-O" —N— f — vvni-l\rvnI JFUI JUN rVR BOARDING BOATS AND KAYAKS SIMPSON HCP 1,81 TYP, EA. CORNER .) -1 54' x 14" LVL GIRDER :AT CUT ON TO AND BOLTED TO LES w/ (2) 5/8" DIA. GALV. BOLTS ZAP LVL's WITH 30# ROOFING FELT qD COVER ENTIRE GIRDER WITH :DAR TRIM (TYP. ALL 4 SIDES) " P.T. UPLIFT TIE N. RAFTER - MIN. 3d NAILS INTO TER AND INTO )ER �3 s� (L ♦'� � r Rm SHADED PILES TO EXTEND TO UNDERSIDE OF ROOF FRAMING (12"DIA. 40' LONG) 0 O N NOTES 1. WORK THIS DRAWING WITH WALKWAY PLANS PREPARED BY S.A,M.P.S.O,N, AND COMPANY, 2, CONTRACTOR TO VERIFY DIMENSIONS IN THE FIELD PRIOR TO FABRICATION OF MEMBERS AND COMMENCING CONSTRUCTION, 3. ALL WOOD MEMBERS TO BE NO, 2 SOUTHERN PINE OR BETTER AND PRESSURE TREATED WITH ACQ TO A MINIMUM RETENTION OF 0.4 LB, / CF IN ACCORDANCE WITH AWPA STANDARDS. TIMBER PILES TO BE ASTM 025 CLASS B PRESSURE TREATED WITH CCA TO A MINIMUM RETANTION OF 1.5 LB, / CF IN ACCORDANCE WITH AWPA STANDARDS. 4. ALL BOLTS TO CONFORM TO ASTM A-307 AND ARE TO BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A 153. 5. ALL NAILS, SPIKES, SPIKE GRIDS AND TIMBER CONNECTORS ARE TO BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A 153, 6, ALL WOOD MEMBERS TO BE USED FOR DECKING SHALL BE INSTALLED WITH OUTWARD GROWTH RING CURVATURE AS EXPOSED SURFACE. 7 - dt-2 t? co Z Lu �6QQ3'' ~V Z d1 rN W 2 lV v o au. 0Z wU Z 0ui O III m co O W Z u ci W Q 0111 z rr zQ Z'0)w wOz cum 7-15-2008 SCALE AS SHOWN DRAWN H.G. JOB 3198 SHEET 1 OF 1 SHEETS