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r: ATTACHMENTTO WOODEN DECK FOR SINGLE SPAN ATTACHED ----2C <br /> • EXISTING ROOF <br /> PATI❑ COVERS ONLY, SEE GENERAL NOTE #24 Revisions <br /> 11 3' x 3' METAL POST roof snow load <br /> POST SPACING RESTRICTING SLAB SACING AS <br /> DETAILS LA09 OR MU82 SHOWN IN SECTI❑NS 2.0, 3,0, 5,9 AND 6,0 h1111111111 \. <br /> THESE ADDITI❑NAL RESTRICTIONS APPLY; } ! , ; <br /> 111 <br /> O O TWO-3/8' x 5' LONG MAXIMUM WIND SPEED IS � l <br /> J;- <br /> LAG SCREW w/ 1'7 ON S❑LID COVERS 7 �% <br /> O O EACH SIDE OF COLUMN. FOR 10 PSF LIVE/SN❑W LAOD <br /> (i) PATIO COVER —% <br /> —Ali150 MPH EXP B F. <br /> 130 MPH EXP C --3 <br /> STRUCTURES COMPLYING WITH THIS DETAIL <br /> F❑R 20 PSF AND GREATER LIVE/SNOW LAOD ~ <br /> 140 MPH EXP C DO NOT REQUIRE ADDITIONAL DRIFTING } � �� r <br /> DOUGLAS FIR LUMBER L l.I; <br /> SNOW CONSIDERATIONS F� 21>.3 <br /> 3" MIN FLOORJOIST OR FOR LATTICE COVERS, ALL SNOW/LIVE LOADS , — _ <br /> 160 MPH EXP C • ' �-J <br /> Addillik <br /> GROUND SNOW MAXIMUM -710 <br /> (11 <br /> ! <br /> ATTACHED STRUCTURE POST 20 17 ' A mci <br /> M1 LOAD (PSF) "h" (IN) <br /> - <br /> TO DECK FLOOR JOIST 25 18 _...... all v, <br /> 0 13 <br /> 30 20 sr-' <br /> a§Z¢rod- <br /> SIDE MOUNT BRACKET 40 25t <br /> vi w I <br /> Q H Y M <br /> SEE GENERAL NOTE #13 FOR 50 30 w w El,,i; <br /> Amu <br /> v1�o to <br /> CORROSION PROTECTION 60 33 ® <br /> EXISTING EAVE WOOD FRAMING ls o a'!n ,^y <br /> a: 000°' <br /> SEE GENERAL NOTE #21 . ,g , �_� <br /> FOR WEATHER PROTECTION <br /> 3/16" ASTM A653 GRADE 33 STEEL II## '1UM <br /> r— STRUCTURAL <br /> . F ) A ,! 3/4" 4 PANEL OR ALUM <br /> ALUM SEE GENERAL NOTE #21 STEEL BRACKET <br /> PANEL OR 14x1.5" screws #14x3.5" RAFTER <br /> RAFTER HANGER 2" SPACING <br /> TOP MOUNT `'/�� #14X3.5' SCREW= BETWEEN SCREWS SCREWS C k rLt r <br /> ��I�If��. '; ,NG LEDGER BOARD I -wAcr ° <br /> L I..'" 2 woo . r+ �� <br /> SEE TABLE 7.5 Live .` <br /> FOR FASTENER Load Wind Speed MAX "L" FOR TOP OR SIDE MOUNT F-b 14 2017 ' <br /> TYPE AND 1' MIN GAP BETWEEN p1,7r='- <br /> SPACING ROOF ERMT DRAINAGE (psf) and Exposure 16LEDGER "o/c 24"olc 16"o/c 24"o/c THESE D E T A I S A E AP'L I C A B E '��. 660 ci <br /> 10 110 mph Ex B 19'-4" 1s'-lG" 21'-8" 14'-5" TO SOLID ❑ LAT 1 CE C❑VER . 4 Css <br /> TOP MOUNT BRACKET p pTON 1, <br /> 115 mph Exp B 17`-10" 11'-10" 21'-8" 14'-5" <br /> ALTERNATIVE EAVE ATTACHMENT 110 mph Exp C or 130 mph Exp B 16'-2" 10'-9" 21'-8" 14'-5" PED PROFFs <br /> EAVE OVERHANG AND "L' MUST ALSO 115 mph Exp C or 130 mph Exp B 14'-10" 9'-10" 21'-8" 14•-5" "S xyGINFF-, 61• <br /> 02 1 NAS ENS/ earl Putnam, P. E. <br /> COMPLY WITH DETAIL MU107 OR LA32 130 mph Exp C or 140 mph Exp B 11'-9" 7'-10" 19'-8" 13'-2" <c, p' G�R� �! 3441 IVYLINK PLACE <br /> 140 mph Exp C 10'e3" 6'•10" 1T-1" 11'-4" cc 7'580PE i Q� 4 LYNCHBURG, VA 24503 <br /> 10 <br /> CARLPUTNAM@COMCAST.NET <br /> NOT ALLOWED IN SNOW LOAD AREAS 20 130 mph Exp C or 140 mph Exp B 11'-4" 7'-6" 11'-4" 7'-6" P-1 214 <br /> MAX WIND LOAD IS 140 MPH EXP C 140 mph Exp C 10'-3" 6'-10" 11•-4" 7'-6" O'EGON „co / <br /> Solid Covers Lattice Covers <br /> '.1f,4y 1,2P 4, 1' �P' /D�°"° By CMP \ <br /> �'q P� F©I= 1, _t <br /> Ak ,u-tN ,,,�L Puy t.,_ :: ' <br /> k CMP <br /> EXPIRES:DEC 31, 018 <br /> Filename <br /> Miscla.DWG <br /> �`I° NTS <br /> /// <br /> Page ` <br /> Four Seasons ICC ESR 1953(2015 IBC) 1/26/2017 Page 89 of 98 <br />