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/l <br />7/ 1> CONCRETE OR MASONRY ANCHOR 191 <br />11/4' LAG SCRE£ <br />#10 SCREW <br />SEE TABLE - - U <br />-4,19 OR 4,20 STRUCTURAL ;,PANEL <br />/tL./3/ <br />SEE Ill£·TURAL#14 SCREt-%5=2 IY f <br />2 PANEL-1- 9101 <br />0 - SEE GENERAL NOTE #21 <br />NG1 SEE TABLE 7.5 <br />/ FOR FASTENER <br />STUD. CONCRETE <br />- OR MASONRY <br />WALL <br />lf3X -C=, "J- OR "G <br />EXISTING DF WOOD__/ <br />FRAMED WALL <br />-411!Ittlttlttlitommim nim7-7-39.-TYPE ALUM HANGERS4 MIN WALL ¥ <br />6063 T6 t= 0.060" <br />3,%732.040. <br />3.5' MIN <br />SCREW W/..1-4111}111111111'll mitium'11 1 11 1 <br /> 5>- 2.25" EMBED 4 2.25' min - <br />E-5 I <br />95 SHEATHING- <br />TABLE 7.7 SPECIFIES <br />DISTANCE TO FIRST f <br />31«\\ <br />Seal with permanently flexible <br />f-& waterproof sealant <br />CONTINUOUS 2.4. DF LEDGER BOARDr- OR PROVIDE SIMPSON STRONG TIE MSTA36(ICC ESR 2105) AT SPUCE LOCATION COVER <br />W/ 0.01¥ AUUM <br />ATTACH COVER <br />-ll.Ll#-AS PER MU105 <br />LA 1/4" Lag Screw Proof seatantPER TABLE 7.7 <br />Completely seal <br />with permanently <br />flexible & water- <br /> 1'' MIN <br />h synthetic Stucco orLother non-structural covering <br />(1" max. thick)Continuous <br />THE ALLOWABLE <br />ZOW OF POSTS fascia bc <br />ALL WOOD WALL ATTACHMENT DETAILS RevisionsMUST CONFORM TO GENERAL NOTE #21 FOR <br />WEATHER PROTECTION <br />ROOF COVERING IS <br />A MAXIMUM OF 3 PSFHEAVIER ROOF COVERING -\SHALL REQUIRE ADDITIONAL \ENGINEERING ANALYSIS <br />,=:C== 00 <br />Existing 2x wood framing \ :::::/2, <br />min.24' 0,C. 0 <br />D.F, Larch·r- (OH <br />20 GA ASTM A653 GRADE t 7/** #*ilMMI a. 2 <br />33 STEEL BRACKET <br />SIMPSON STRONG TIE AVef-OR SIMILAR / <br />2"X 2; <br />/MA <br />422/LEDGER AND WALL ATTACHMENT <br />ruijh STUCCO ATTACHMENT DETAIL499 WITH LEDGER BOARD <br />ATTACH WALL HANGER- <br />- PER DETAIL MU105--- <br />MIN 3.5' <br />SEE GENERAL NOTE #21 <br />CONCRETE SLAB FOR <br />- CONSTRAINED FOOTINGSSEE SHEET M8 -1 ALUM W/ t = 0.120" OR STEEL POST WITH 12" EMBED- FOR FOOTINGS UP TO d=39» OR 18= EMBED FOR MUr-onNGS UP TO d=48" <br />107 <br />Nia <br />PO <br />0{ <br />Oi <br />0 <br />2X I]F WOOD <br />FAE CIA <br />1 <br />FOUR #8 WOOD SCREWS <br />INTO RAFTER AND 2X FASCIA <br />ONE PER RAFTER <br /> ru <br />r <br />'L'-»UposT <br />12' OR 18' <br />EAVE <br />r 1 OVERHANG r <br />ONE 3/8" x 9" <br />STEEL RODS (REBAR #14 SMS <br />OR THREADED) OR SEE TABLE 7,3 <br />BOLTS CENTERED FOR QTY <br />ON POST <br />- 4, - FDETAIL MU871 OR MU80 <br />Live/Snow Load RAFTER MAX DISTANCE TOFIRST ROW OF POSTS <br />Solid Ccher Wind SIZE EAVE OVERHANG <br />gr 0/01 r 12-10" 24 <br />10 W i 24 21'47 1747 9-7 <br />90 MPH Exp B 2xS 21·a 21'-0 214 15-30 <br />2*8 21'-0;21LO 2150 21'47 <br />10 psf·214 21'-0 142 7-7,3-7 <br />90 MPH Exp C 215 21'-9' 21'-O 21'4 16'-0* <br />1 <br />(108j FREESTANDING <br />-' FOOTING <br />OR ATTACHED POURED <br />2x8 <br />10 psf 2*4 <br />ONE BOLT DIAM. <br />110 MPH Exp C 2xS <br />'--1 i STAINLESS STEEL · 2*8 <br />66"0 W/ 2" EFFECTIVE 20 99 2*4 <br />EMBEDMENT HILTI KWIK 100 MPH Exp C 2,<6 <br />cl BOLT TZ (ICC ESR 1917) <br />2%8 <br />25 psf 2x4 <br />MAX FOOTING SIZE 100 MPHExp C 2,[6 <br />IS d = 34" <br />2%8 <br />30 psf 2*4 <br />1-k } =d 28 <br />110 MPH Exp C - 2,cS <br />£%580/) SINGLE SPAN ATTACHED FOOTING 40 ps# 2*4 <br />120 MPH Exp C 2*6 <br />DEC 5 2011 <br />2XS <br />60 psi - 2,4 <br />130 MPH Exp C 2[6 <br />2/61 <br />liliti - <br />9©P /04 <br />C 8.39 <br />15 <br />C PL <br />JU123 <br />* UCE <br />r <br />(MfN) -1 --*f 77 <br />2147 211 214 21'-0 <br />11'-1.9-19 24 (f€ <br />212-0 18'-7"12-2 8'-1' <br />2110 219 21'4 17-6" <br />9%8° 5-1*'214"ot•Carl Putnam, P. E. <br />3441 IVYLINK PLACE <br />15-0 167 10·8°7-1'LYNCHBURG, VA 24503 <br />18-0 18'-0'18'-0'151€-CARLPUTNAM@COMCASTNET <br />9-9 4'-14 7-r 9-3' <br />18'47 15€10'-40 5-7 <br />18'-O 184 18'4 14'-10" <br />7-7,3%8"14'8-0.Druwn By CMP <br />17-0 12€f 5-1.9%Check Ry <br />17%(Y 17%0'167 11'-9°CMP <br />5-9.2'€gur 9-Ca Date <br />15-0,9%8'.5-17 9-2 <br />is'-0'15-5 12-7 5-7 Fnename <br />3-10' 17 W.8 02 <br />MUSAOB.DWG <br />11'-5 5-5" ¥r 1'-4.Scale Poge # <br />NT£ <br />13'-O 110 127 5·7 <br />...non 'DI.' 4 9,£=11.4 4 <br />D--- .r, -/Al <br />0 <br />(/13) ,946-90.00