Laserfiche WebLink
r <br />PAN <br />R <br />ATTACHMENT TO WOODEN DECK FOR SINGLE SPAN ATTACHED <br />PATIO COVERS ONLY.SEE GENERAL NOTE #24 <br />00 <br />- EXISTING ROOF <br />Revisions <br />AlTACHED <br />TO DECK <br />3' x 3' METAL POST <br />- DETAILS LA09 OR MU82 <br />TWO-3/8' x 5' LONG <br />- LAG SCREW w/ 1'0 ON <br />EACH SUE U COLUMN. <br />DOUGLAS FIR LUMBER <br />JOIST OR <br />HEADER <br />STRUCTURE POST <br />FLOOR JOIST <br />POST SPACING RESTR]CTING SLAB SPACING SHOWN <br />IN SECTIONS 2.0, 31.5,0 AND 6.0 <br />THESE RESTRICTIONS API'LY: <br />SOLID COVERS <br />FUR 10 PSF LIVE/SNOW LOAD <br />MAXIMUM WIND SPEED IS <br />110 MPH EXP B <br />100 MPH EXP C <br />F-OR 20 PSF AND GREATER SNOW/LIVE LOADS <br />MAXIMUM WINDSPEED E <br />110 MPH EXP C <br />FOR LATTICE COVERS <br />MAXIMUM WIND SPEED IS <br />110 MPH EXPOSURE C FOR ALL CASES <br />SIDE MOUNT BRACKET <br />r SEE GENERAL NOTE #13 FOR <br /> CORROSION PROTECTION <br />roof snow load <br />VUVV V V 'fw V " V <br />eLPATIO COVER .1- --,2 <br />1 <br />STRUCTURES COMPLYING WITH THIS DETAIL <br />DO NOT REQUIRE ADDITIONAL DRIFTING <br />SNOW CONSIDERATIONS , <br />GROUND SNOW MAXIMUM ' <br />LOAD (PSF)'h' (IN)m <br />20 17 L • <br />25 18 <br />30 20 -1 <br />40 25 <br />50 30 <br />60 33 <br />h <br />42244 <br />7¢07·.22.-9.1+ <br />EXISTING EAVE WOOD FRAMING <br />SEE GENERAL NOTE #21 <br />FOR WEATHER PROTECTION <br />mi <br />3/16" AS™ A653 GRADE 33 SFEEL <br />--./.- SEE GEN NOTE #13 FOR· CORROSION <br />PROTECTION <br />e <br />-11] <br />BRACKET IS 15' WIDE <br />LG:5\-0,125 <br /> 1.50 -- ALUM STRUCTURAL <br />2)(8 LEDGER BOARD (DO 0.125 (Fy=33ksi)PANEL OR ALUM <br />ALUM F SEE GENERAL NOTE #21 STEEL BRACKET- <br />EL OR 7 HANGER 2" SPACING #14),3.5Ly'/ 2 L RAFTER <br /><1.5" sclews <br />AFTER 14*3.5' SCREWS BETWEEN SCREWS SCREWS 13TOP MOUNT <br />7 k 40*10 LEDGER BOARD 0- <br />SEE TA*£ 7.5- Live i I . 1 <br />FOR FASTENER <br />TYPE AND /1' 1€IN GAP BETWEEN 4 Load Wind Speed MAX "L" FOR TOP OR SIDE MOUAIT <br />SPACING -ROU- AND ZEDGER 'TO PERMIT DRAINAGE 1.r {ps:) and Exposure . 16" 0/c 24"otc 16" otc 2400/c <br />TOP MOUNT BRACKET 10 85 mph Exp B . 204" 14'4»21'-8. 14'4" <br />90 mph Exp B 19'4"12'-10- 21'4" 14'-5"THESE DETAILS ARE APPLICABLE <br />ALTERNATIVE EAVE ATTACHMENT 105 mph Exp B 1404"9'.7.'21'-8"14=5" <br />EAVE OVERHANG AND 'L' MUST ALS0 110 mph Exp B 13'-2"8,·9'.21'-8. 14'-5. TO SOUD OR LATTICE COVERS Carl Putnam. P. E. <br />COMPLY WITH DETAIL MU107 OR LA32 85 mph Exp C 15'-8-10'-4"214" 144" <br />3441 IVYLINK PLACE <br />LYNCHBURG. VA 24503 <br />90 mph Exp C 14'-1"..4-21'-8" 144" <br />CARLPUTNAM@COMCASTNET <br />NOT ALLOWED IN SNOW LOAD AREAS <br />105 mph Exp C 104" r.0-17'-60'11'-7" <br />110 mph Exp C 9 -7"16»-0" 10'-8-MAX WIND LOAD IS 110 MPH EXP C . Dro•, *20 110 niph Exp B 11'4"T.4"11%4"r-6" <br />CMP <br />90 mph Exp C 11'-4"7'47' 11*-4- 7%8" <br />aheck M <br />CMP <br />105 mph Exp C 10'-6-7'-0" 11'-4-7'06'*Dote <br />110 mph Exp C 9·.r°6,-4"11'4"7%Filemama <br />1 TSolid Covers Lattice Covers <br />Ml.DWG <br />21/,9 <br />/ f ('96#4&44 1 <br />DEC 5 2011 <br />Sk:ale page # <br />NTS <br />ICC ESR 1953 (2009 IBC) 1215/2011 <br />Page 95 of 101