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(--- • ATTACHMENT TO WOODEN DECK FOR SINGLE SPAN ATTACHED EXISTING ROOF r �- <br /> PATI❑ COVERS ONLY, SEE GENERAL NOTE #24 <br /> Revisions <br /> II 3' x 3' METAL POST roof snow load <br /> POST SPACING RESTRICTING SLAB SACING AS <br /> DETAILS LA09 ❑R MU82 SHOWN IN SECTI❑NS 2.0, 3.0, 5,9 AND 6,0 hiiiiiiiiii <br /> THESE ADDITIONAL RESTRICTIONS APPLY! <br /> nrift1/4„ <br /> O O TWO-3/8' x 5' LONG MAXIMUM WIND SPEED IS <br /> LAG SCREW w/ 1'0 ON S❑LID COVERSII <br /> EACH SIDE OF COLUMN, FOR 10 PSF LIVE/SN❑W LAOD <br /> 0PATIO COVER <br /> —4A METALS 150 MPH EXP B <br /> 1111111111111111111111111 130 MPH EXP C <br /> FOR 20 PSF AND GREATER LIVE/SNOW LAOD STRUCTURES COMPLYING WITH THIS DETAIL <br /> DOUGLAS FIR LUMBER 140 MPH EXP C DO NOT REQUIRE ADDITI❑NAL DRIFTING <br /> 3' MIN 11111/111 FLOOR J❑IST OR FOR LATTICE COVERS, ALL SNOW/LIVE LOADS SNOW CONSIDERATIONS v- I /; <br /> HEADER • -- �.q <br /> pAL 160 MPH EXP C " :�`'//t' r <br /> GROUND SNOW MAXIMUM A., 1., 3 <br /> ATTACHED STRUCTURE POST M1 LOAD (PSF) "h" (IN) �� j '��, <br /> 20 17 I� J o0TO DECK FLOOR JOIST 25 18 "(� '�,frrn !� 00� <br /> 30 20 �1 'F���;:`� . <br /> S/ intjam'/J¢Z <br /> SIDE MOUNT BRACKET 40 25 <br /> SEE GENERAL NOTE #13 FOR ,,� w <br /> CORR❑SI❑N PROTECTI❑N 60 33 S ��'��� >�! <br /> EXISTING EAVE WOOD FRAMING �� �• .� J d <br /> SEE GENERAL NOTE #21 �� ' / �i -g-F., <br /> FOR WEATHER PROTECTION , �'�ii� Q �A , w o 0 <br /> f I7 2 v <br /> —I J�i O� ASTM A053 GRADE 33 STEEL / 0111 <br /> J <br /> SEE GEN NOTE #13 FOR CORROSION 1.5 t° ►IPROTECTION8' BRACKET IS 1.5' WIDE M 3 o <br /> ��� , T r 0,125' 0FEssrO ,- c, !' • \°41 P�• <br /> 1, .� 1.5 Q� ., ♦ I: P ore2X8 LEDGER BOARD (DF) ' ALUM STRUCTURAL 4' QP� ' - PUN , ID PROFSEE GENERAL NOTE (210.125" (Fy=33ksi) A = V Fss <br /> ALUM STEEL BRACKET PANEL OR ALUM �! GlNFF9 �C.� <br /> 14x1.5' screws <br /> PANEL OR HANGER #14x3.5" RAFTER 68i <br /> RAFTER 14x3.5• SCREWs 2" SPACING 9 <br /> TOP MOUNT File( <br /> BETWEEN SCREWS SCREWS 1 72580PE r <br /> MEE MI?�f� p ,,,G LEDGER BOARD w `� �P <br /> L �► �7.` CUFCAI.UFO�� OREGON <br /> SEE TABLE 7.5 Live (/ o <br /> FOR FASTEAND 1' MIN GAP BETWEEN Load Wind Speed MAX "L" FOR TOP OR SIDE MOUNT NERFEB 24 2014 C'qq� PUT TYPE <br /> SPACING ROOF AND LEDGER <br /> TO PERMIT DRAINAGE (psf) and Exposure 16" o/c 24"o/c 16" o/c 24"olc <br /> TOP MOUNT BRACKET 10 130 mph Exp B 23'-9" 15'-10" 23'-9" 15%10" THESE DETAILS ARE APPLICABLE EXPIRES:DEC 31, 2016 <br /> ALTERNATIVE EAVE ATTACHMENT 140 mph Exp B 21'-10" 14'-7" 23'-9" 15'-10" TO SOLID OR LATTICE COVERS FEB 02 2016 <br /> EAVE OVERHANG AND 'L' MUST ALSO 110 mph Exp C 23'-9" 15'-10" 23'-9" 15'-10°' Carr Putnam, P. E. <br /> COMPLY WITH DETAIL MU1O7 OR LA32 115 mph Exp C 23'-1" 15°-4" 23'-9" 15'-10" 3441 IVYLINK PLACE <br /> LYNCHBURG, VA 24503 <br /> 130 mph Exp C 18'-4" 12'-3" 23'-9" 15'-10" CARLPUTNAM2COMCAST.NET <br /> NOT ALLOWED IN SNOW LOAD AREAS 140 mph Exp C 16'-o" 10'-O" 23'-9" 15°-10" <br /> MAX WIND LOAD IS 140 MPH EXP C 20 1.L__....42_.1 Exp C 12'-5" 8'-3" 12'-5" 8'-3" <br /> /brown <br /> Ely <br /> CMP <br /> Solid Covers Lattice Covers Chea, Sy <br /> CMP 1 <br /> 1 <br /> Filename <br /> MIscla.DWG <br /> N-. NTS Pam �� <br /> K ICC ESR 1953(2012 IBC)2/24/2014 Page 97 of 106 <br />