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1/ lilli - SEE GENERAL Ni <br />--34 Ic 101 / 5-L-- <br />> CONCRETE OR> MASONRY ANCHOR71 *3 SEE TABLE 7.571/4' LAG SCREW 00 I f /SPACING <br />/ FOR FASTENER <br />- I/15-STUD, CONCRETE <br />#10 3 OR MASONRYWALL --. <br />4.19 OR 4,20\\STRUCT <br />EXISTING DF WOO] <br />\ PANEL 11 /V i /. <br />FRAIED WAU <br />\ „4 5 / /7-+-TYPE ALUM HANGERS\ M i// -4/ .MIN WALL ¥ <br />6063 T6 13= 0.060 3.5' MIN <br />V¥-\1 3004 H34 t=0.040" <br />2I / M /#14 SCREW----*=' 1 ' ' fill / 4 1/4" LAGSCREW W/'<5TRUCTURA,\7- )( ( "' /3>- 2.25" EMBED 42.2 <br />-// All <br />/4 \62 / <br />SHEATHB <br />TABLE 7.7 <br />DISTANCE <br />/NON49/ LEDGER AND WALL ATTACHMENT 49§/ <br />MIN 3.5' <br />CONCRETE SLAB FOR <br />CONSTRAINED FOOTINGSSEE SHEET M8 -1 ALUM W/ t = 0.120= OR STEEL POST W}TH 12 E- FOR FOOPNGS UP TO d=39" OR 18" EMBED FORrAOTINGS UP TO d=48" <br />01 <br />SCREW / <br />URAL <br />]TE #21 <br />Seal with permanently flexible <br />& waterproof sealant --- OR PROVIDE S\UPSM STROUG TIE USTA35CONTINUOUS 2-16- DF LEI)GER BOARD <br />OCC ESR 2105} AT SPUCE LOCARON COVER <br />W/ 0.019 ALUM <br />- - ATTACH COVERAS PER MU105 <br />witittittimillim num.'-4 1/4" Lag Screw< # --PER TABLE 7-7Completely 5eal <br />with permanently <br />flexible & water- <br />proof seatont <br />tltill!1111111{211]11 1111111 T <br />5' min - \c' 4 - <br />- Synthetic Stucco orLother non-structural coveringle-(10 max. thick)Continuous <br />SPECIFIES THE ALLOWABLE <br />TO FIRST ROW OF POSTS fascia bi <br />STUCCO ATTACHMENT DETAIL <br />Wn-H LEDGER BOARD ATTACH WALL H <br />- PER DETAIL <br />SEE GENERAL NOT <br />EMBED . <br />l(114 1' MIl <br />ALL WOOD WALL ATTACHMENT DETAILS Revisions <br />MUST CONFORM TO GENERAL NOTE #21 FOR <br />WEATHER PROTECTION <br />ROOF COVERING IS <br />A MAXIMUM OF 3 PSFHEAVIER ROOF COVERING \SHALL REQUIRE ADDITIONAL \ ® <br />ENGINEERING ANALYSIS <br />0=-0 <br />Existing 2x wood framing \5:5:2 0 <br />min,24' 0,C. O <br />D.F. Larchn = 01 <br />20 GA ASTM A653 GRADE ==:Ai <br />33 STEEL BRACKETSIMPSON STRONG TIE A34 --·,*¥*-- r•% : <br /> ORS\MURn , \664 6 1 <br />2'X <br />)ard 7 1 --=50#-- o bm=.5 -E C <br />O "13=mum- U <br />ANGER - 0 <br />MU105- <br />E #21 <br />FOUR #8 WOOD SCREWS <br />INTO RAFTER AND 2X FASCIA <br />-< 2X DF WOOD ONE PER RAFTER <br />FAS CIA <br />--I+T- 1 rv <br />A <br />d <br />4 - 'L' . = <br />EAVEOVERHANG = <br />12' OR 18' <br />-POST <br />Live/Sn¢N:Load RAFTER[MAX DISTANCETO FIRST ROW OFPOSrS v <br />ONE 3/8" x 9" <br />ScadooverWind SEE j EAVEOVERHANG <br />STEEL RODS (REBAR <br />gr 0,9 7 17 Ur le W <br />#14 SMS roosf 2*4 64 1745 9-7 4.y C# <br />OR THREADED) OR SEE TABLE 7,3 -4' - r-DETAIL MU87 90 MPH Exp 6 2xS tr·G 21'-8 W,0 754 12-Er <br /> OR MU80 2*8 21'-0' 21-0 21'47 21'-0,2/4 <br />BOLTS CENTERED FOR QTY- <br />ON POST <br />10 ps: 2*4 21'4 14',6- 7-r 37 3% <br />90 MPH Exp C Xx6 21'47 21'-0 217 le-G'1(41 <br />216 21'-9 tr-0 2¥-0 2te 21'49 <br />10 paf 2*4 2114 11'-1° 5-10-2*Ce <br />FREESTANDING <br />FOOTING <br />OR ATTACHED POURED ONE BOLT DIAM. (M <br />110 MPH Exp C 2%6STAINLESS STEEL ' 2,8 <br />Eig*44r 36"0 W/ 2 EFFECTIVE 20 psI 2*4 <br />I /'-*bl/bAfOk/ <br />EMBEDMENT Hit_TI KWIK 100 MPH Exp C 2*6 <br />2,8409£ t-tl< j\ I BOLT TZ OCC ESR 1917)25 90 2 <br />MAX FOOTING SIZE 100 MPH ExPC 2*6 <br />IS d = 34"2,8 <br />30 psi 2K4 <br />k Y i /*/ <br />110 MPH EXPO 1 2,6 <br />ibbceivit- <br />L <br />28 <br />'92§20/SINGLE SPAN ATTACHED FOOTING 120 MPHExp C 2*6 <br />40,51 2%4 <br />DEC 5 2011 <br />2XS <br />50 Pi 0(4 <br />130 MPH Exp C WIG <br />2*8 <br />8 <br />C 8.39 <br />t5 <br />JU 1 3 <br />* L/Ce <br />C <br />MU <br />109 <br />2,-0· 2¥-0 10-70 12% 2-1 <br />M.4 21*-01 2rq 21'4 17€Carl Putnam, P. E. <br />ir-q 9'-8' 54'2.4.3441 IVYLINK PLACE <br />lo-0'184 167 14-80 74°LYNCHBURG, VA 24503 <br />1/r-0-18'-Cr 19·Or 184 15'ty CARLPUTNAM@COMCAST.NET <br />184 9% 4.1 2%GS <br />18'-0 18'47 158' 10*5-9» <br />W.0 /5-0 184 1 84 14'40' <br />4743 Tir W 14 94 .Dswn 89 <br />CMP <br />17-G 17-0 12-7 5-1* 9.7 Check By <br />17-0,17.0 174 16-r 1119°CMP <br />14*54 Z€9.4.91 Date <br />15-0 1543 9%547 3-7 <br />15-0 1547 15'e 11=r 8.7 FBIneme <br />9'-10:3-1{7 1'-3"5-G;Trxr <br />MUSA083*/G <br />174 11'-e 9-/ 2-7 f-f , S..4 NTS Poge # <br />15-9 15.0 13-9 12-7- Br <br />ICC ESR 1953 (2009 IBC) 12/52011 <br />Page 30 of 101 <br />. <br />4 / 101 ¤90-UU.UU