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ATTACHMENT <br />PATIO <br />Ill <br />TO WOODEN DECK FOR SINGLE SPAN ATTACHED <br />COVERS ONLY.SEE GENERAL NOTE #24 <br />3' x 3' METAL POST <br />%-EXISTING ROOF Revisions04 -roof snow load <br />DETAILS LA09 OR MU82 POST SPACING RESTRICTING SLAB SPACING SHOWN <br />IN SECTIONS 2.0. 31 5.0 AND 60 <br />THESE RESTRICTIONS APPLY: <br />h <br />1 v <br />007 1- <br />V Vi'VVV v <br />1 TWO-3/8' x 5' LONG <br />3 0 LAG SCREW w/ 1'0 ON1 0 ,/-EACH SIDE OF COLUMN. <br />1 <br />SOLID COVERS <br />FOR 10 PSF LIVE/SNOW LOAD <br />MAXIMUM WIND SPEED IS <br />110 MPH EXP B <br />I00 MPH EXP C <br />e PATIO COVER c <br />_DOUGLAS FIR LUMBER <br />FLOOR JOIST OR <br />HEADER <br />FOR 20 PSF AND GREATER SNOW/LIVE LOADS <br />MAXIMUM WINDSPEED IS <br />110 MPH EXP C <br />FOR LATTICE COVERS <br />MAXIMUM WIND SPEED IS <br />liD MPH EXPOSURE C FOR ALL CASES <br />STRUCTURES COMPLYING WITH THIS DETAIL <br />DO NOT REQUIRE ADDITIONAL DRIFTING <br />SNOW CONSIDERATIONS <br />GROUND SNOW MAXIMUM -----;a CD M cC <br />LOAD (PSF)'h' (IN)8-2 £2 2 z-c <br />ATTACHED STRUCTURE POST 20 17 1-1 f .-392 <br />TO DECK FLOOR JOIST <br />25 18 <br />30 20 * -358£ <br />N I L <br />SIDE MOUNT BRACKET 40 25r SEE GENERAL NOTE #13 FOR 50 30/ CORROSION PROTECTION 60 33 <br />EXISTING EAVE WOOD FRAMING l <br />SEE GENERAL NOTE #21 <br />FOR WEATHER PROTECnON <br />/ -*| 1- 1.5'/,45.<: / - ---/ 13/16" ASTM A653 GRADE 33 STEEL <br />SEE GEN NOTE #13 FOR CORROSION <br />1 <br />PROTECTION 1,5, 3- O,125#4 ./hy // j <br />BRACKET IS LEi' WIDE <br />b' /< -- ALUM STRUCTURAL <br />2X8 LEDGER BOARD (DF) 0.125" (Fy=33ksi) S.<9/\49/9 Y <br />ALUM F SEE GENERAL NOTE #21 <br />PANEL OR ALUM <br />STEEL BRACKET- <br />PANEL OR n\ MANGER 7 2" SPACING #14x3.€/ -D / <RAFTER <br />11:5" screws <br />RAFTER 14-x3.50 SCREW BEBNEEN SCREWS SCREWS <br />TOP MOUNT <br />/X -40 LEDGER BOARD - <br />LSEE TABLE 7.5- / L Live . j; <br />FOR FASTENER <br />TYPE AND /1' MIN GAP BETWEEN Load Wind Speed MAX 9.-FOR TOP OR SIDE MOUNT <br />SPACING -ROOF AND LEI)GER ' -TO PERMIT- DRAINAGE 5,r (ps# and Exposure 16" ok i 24"ok 16" ok [24"ok: <br />TOP MOUNT BRACKET 10 85 mph Exp B I 21'-4" 1 140-3" 21'-8" 1 14'-r <br />90 mph Exp 8 19'-3" 2 12'-10"214" f 14'15"THESE DETAILS ARE APPLICABLE <br />ALTERNATIVE EAVE ATTACHMENT 105 mph Exp B 14'-4" 1 9'-7"21'-8" 4 14*-5" <br />EAVE OVERHANG AND 'L'MUST ALSO i110 mph Exp B 13'-2- 1 8·-9- · 21'-8- 1 14.-5- TO SOLID OR LATTICE COVERS Carl Putnam, R E. <br />COMPLY WITH DETAIL MU107 OR LA32 85 mph Exp C 15'-8- 1 10'-4-21'-8" i 14'-5" <br />3441 IVYLINK PLACE <br />LYNCHBURG, VA 24503 <br />90 mph Exp C 14'-1" S'-4"210-8" i 1405"CARLPUTNAM@COMCAST.NET <br />NOT ALLOWED IN SNOW LOAD AREAS 105 mph. Exp c 104" i T.4-174" ! 11'-7" <br />110 mph Exp C 9:.79 1 6'·4" 164" [ 10'-8" <br />MAX WIND LOAD IS 110 MPH EXP C 20 110 mph Exp B 11'-43' i ne'11%4" 5 7'-6- <br />90 mph Exp C 11'-4" 1 7'-50' 110-4" i 74„ <br />105 mph Exp C 10'-6- i r.0-11'-4" £ 7'-6" <br />110 mph Exp C 9'-r' I 6'4"11'4" 7-•6- <br />1 Solid Covers Lattice Covers <br />ailne <br />0 SS. <br />90/lof# 1 1 cP <br />0 <br />13 <br />201 <br />DEC 5 2011 <br />R <br />N 12 0 3 <br />ICC ESR 1953 (2009 IBC) 12/5/2011 <br />Page 95 of 101 <br />Drawn By <br />CMP <br />Check By <br />CMP <br />Dote <br />Filename <br />Ml.DWG <br />Scale <br />NTS <br />(' 1 21 Jitu-¤UUU <br />1