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ATTACHMENT TO WOODEN DECK FOR SINGLE SPAN ATTACHED <br />PATIO COVERS ONLY.SEE GENERAL NOTE #24 <br />- EXISTING ROOF <br />N.3' x 3- METAL POST <br />-4/-roof <br />DETAILS LA09 OR MU82 POST SPACING RESTRICTING SLAB SPACING SHOWN <br />IN SECTIONS 20, 10,. 5.0 AND 68 <br />THESE RESTRICTEBJS APPLF """ v v <br />TWO:-3/80 x y LONG <br />>--LAG SCREW w/ 1-0 ON <br />EfACH-QEE Elf COLUMN. <br />h <br />Si]LID COVERS <br />FOR· 10 PSF- UVE/SNOW LIAD <br />MAXIMUM WIND SPEED IS <br />110 MPH EXP B100 MPH EXP C - <br />PATIO COVER <br />3' MIN <br />HEADE <br />DOUGLAS FIR LUMBER <br />FLOOR JOIST OR <br />FOR 20 PSF AND GREATER SNOW/LIVE LOADS <br />MAUMUM WINDSPEED ISh».«EXP C <br />FOR LATICt- <br />MAXIMUM WIND <br />11(3 MPH EXPOW LL CASES <br />i :21 k <br />SPMUCTURES COMPLYING WITH TE <br />/ DO NOT REQUIRE ADDITIONAL ] <br />SNOW CONSIDERATIONS <br />ATTACHED STRUCTURE POST <br />TO DECK FLOOR JOIST ,14 <br />14.MOUNT BRACKET -1 <br />GENERAL NOTE #13 FOR-+ <br />tOSION PROTECTION <br />EXISTING EAVE W{DOD RAMING <br />SEE GENERAL NOTE #21 - <br />FOR WEATHER PROTECnON <br />SIOR <br />GROUND SNOW MA <br />LOAD (PSF) "h <br />20 <br />25 <br />30 <br />40 <br />50 <br />60 <br />3/16' ASTM A653 GRADE 33 STEEL <br />- - SEE GEN NOTE #13 FOR· CORROSON <br />PROTECTION <br />BRACKET IS LEi' WIDEtursa2X8 LEDGER BOARD (DJ:) <br />ALUM n F SEE GENERAL NOTE #21 <br />,125* sctiewsPANEL OR }UNGER 7 <br />RAFTER \TOP MOUNT 14*3.5= <br />/t -=#,*iol <br />L <br />L <br />/ tflon 45 -17 ...U.125' , <br />/ 15# -,0,3/ <br />O.10" (Fy=33ksi) ' <br />STEE- it#1413.5« 1 2 < <br />BEBNEEN SCREWS SCREWS / -© <br />LEDGEER BOARD f' 1 <br />1/ /%-- // # 1 3 h <br />- ALUM STRUCTURAL <br />PANEL OR ALUM <br />RAFTER <br />SEE TABLE 7.5 / <br />FOR FASTENER-·-' / L-SP'- <br />TYPE AND /1>*iN W BETWEEN % <br />SPACING tyR[Ky AND LEDGER ' TO PERMIT URAINAUE -4.1\1 <br />T.95/MMONT BRACKET <br />ALTERNATIVE EAVE ATTACHMENT <br />EAVE OVERHANG AND V MUST ALSO <br />COMPLY WITH DETAIL MU107 OR LA32 <br />NOT ALLOWED IN SNOW LOAD AREAS <br />MAX WIND LOAD IS 110 MPH EXP C <br />ICC ESR 1953 (2009 IBC) 12/5/2011 <br />t.ive 0,*Iii : <br />Load Q Winc[Speed 1MAX'VFORTOPORSIDE MOUNT <br />{ps¥) 1 and Exposure 16' 0/c 24"0/c 116«ok 2r'otc <br />10 1 85 mph EXP-8-1 21%4" 14'-3. 21.-lr' 14'4. <br /> 90 mph Ext) B 19'-3- 12'-10" 1 21'4" 14'-6" <br />L105 mph Exp B 1 14'4- 9-7- 1 21'4"14'-5- <br />' 1 110 inph Eap B 1 13'.2- . 81- 1 21'4-14'-5- <br />1 85 mph Exp C -1 154"10'-4" 21'-8" 14'4" <br />8 90,mph Exp C 1 14'-1- , 94' i 214" 3 14'-5- <br />1 105 mph Exp C 1 104" r.(r 1 174" 11'-7* <br />1 110 mph EXP C I' 9,-7° f.4" 164" 10'4" <br />20 | 110 hiph Exp B 1 11'4- r-6- 1 11'4" r-6" <br />i 90 mph Exp C f 11'-4·¥ r-6- 1 11*-4" 7'-6" <br />1 105 mph Expy; 1 10'4-7-0" 1 11'-4"7.-6. <br />_„._11151!!PREEC-1 _8'.·r· A.' | 11'40 T.,' <br />i '4Solid Covers ilattice Coversi = <br />Page 95 of 101 <br />THESE DETAILS ARE APPLICABLE <br />TO SOUD OR LATTICE COVERS <br />%>-7.*'·-1.-•„Wl.*-1 1¢fC--rr..1.....<. 4•r'/1-'1-:,41.W-.- ,Il&W. C-*4 -r:*4/*.A <br />Revisions. <br />snow-tpera <br />V V <br />lIS DETAIL <br />]RIFTING <br />XIMUM <br />' (IN) <br />17 <br />18 LALJ ZeD <br />20 <br />25 <br />30 <br />33 <br />0 <br />201 . * <br />DEC 5 20fk 6440 <br />N 12 0 3 <br /> Carl PutnaM, P. E. <br />3441 IVYLINK PLACE \ <br />LYNCHBURG, VA 24503 <br />CARLPUTNAM@COMCASTNET <br />Drsn 89 <br />CMP <br />Check BY <br />CMP <br />FBO= MLDWG <br />Scde <br />NTS <br />2 L OU Xl <br />9t6 (£ LZ) <br />e