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\j - SEE GENERAL k_4 l,/101 //·> CONCRETE OR+11/ I 1 /_.- -MASONRY ANCHOR / lilli 5 SEE TABL-E 7.5/ 1/4' LAG SCRE\£_,d-J1-2 FOR FASTENER/ SPACING <br />/A 1/1/STUD, CONCRETE <br />1110 SCREW,4 1 114 #:-OR MASONRY <br />WALL --V <br />SEE TABLE -* <br />-T- STRUCTURAL 1 EXISTING DF WIn <br />4.19 OR 4.20 1 FRAMED WAI <br />PANEL <br />%-7.'J" OR"G" <br />/ TYPE ALUM HANGERS <br />04 k MIN WALL 7 1 1 <br />\6063 Te 1= 0.060" <br />\ <br />5 A /6 1/4 <br /> / 3004 H34 t=0-040"3.5' MIA <br />#14 SOREW \ <br />" LAG <br />SEE TABLE 7.5-4 u"aPI-1*. SCREW 4(/ =7'51/.1 1 f>- 2.25" EMBED -1 2 <br /><LETRUCTURA <br />PANEI <br />/SHEATHI <br />TABLE 7,7 <br />DISTANCE <br />/NEA 49§,499/ LEDGER AND WALL ATTACHMENT <br />MIN 3,5' <br />CONCRETE SLAB FOR <br />CONSTRAINED FOOTINGSSEE SHEET M87 ALUM W/ t = 0.120" OR STEEL POST WITH 12" FOR FOOTINGS UP TO d=39" OR 18" EMBED FOF <br />-re-1--- -1 FOOTINGS UP TO d=48" <br />f <br />*...,g.-:·i ,_·-- i.·•..···. .w·-:··6... ·>-»*6.e.*r,·via,irar,A€4·/il=i,#=,*=2w>0.•.,%*411f1·*-*- <br />ETE #21 <br />Seal with permanently flexible <br />/ & waterproof sealant\ <br />CONTINUOUS 2"x6- DF LEDGER BOARD1 /- OR PROVIDE SIMPSON STRONG TIE MSTA36/ (ICC ESR 2105) A7 SAUCE LCCATION COVER <br />-ATTACH COVER <br />/ W/ 0.019" ALUM <br />111 i 1/AS'PER MU105 <br />L <br />:Mittitil.11!tilmll'littill 11. 1/4.Lag. Screw <br />PER TABLE 7.71Lfrwl th - crmanentlyConple-tely seat <br />Flexible & water- <br />proof sealant <br />25' min <br />F. r Synthetic Stucco orLother non-structural covering <br />(1" mok. thick)COntinuous <br />SPECIFIES THE ALLOWABLE <br />: TO FIRST ROW OF POSTS fafda b <br /> STUCCO ATTACHMENT DETAIL <br />WITH ]_EDGER BOARD AJITACH WALL k <br />- PER DETAIL <br />SEE GENERAL NOn <br />EMBED1 /ADA <br />MIN <br />ALL WOOD WALL ATTACHMENT DETAILS <br />MUST CONFORM TO GENERAL NOTE #21 FOR <br />WEATHER PROTECTION <br />ROOF COVERING IS: <br />A MAXIMUM Elf 3 PSFHEAVIER ROOF' COVERING 3 <br />SHALL REQUIRE ADDITIONAL \ <br />ENGINEERING ANALY·SIS <br />Existhig 2:x wood framing \ <br />mi n.24" 0,0. <br />D,F, Larch-,- <br />20 GA ASTM A653 GRADE' 4433 STEEL '8RACKET <br />SIMPSON STRONG TjEA34. <br />[- OP, S\MUR 1-£00:01 2i.2*X <br />Darci 7 'Ak <br />06 <br />ANGER -0.861 <br />MU105--/AL 1E #21 <br />FOUR #8 WOOD SCREWS <br />INTO IU\FIER AND 2X FASCIA <br />2X DF WOOD ONE PER RAFTER <br />FAZ CIA <br />0 <br />0 <br />B,-4-.-.¥.&*a./.--I#-*-Im-,#w.-i-- <br />Revisions <br />e <br />a 4 en <br />eig.61/4 4 - <br />5 <br />warl Arg ·'N4624150)10 K JA <br />¤'-2 fla IX OR el- Q <br />.*¢2*j Zmas f.1 LLh 76%?@ZE_ <br />#org & El M & 1 i <br />RT**ik <br />12' OR 18' <br />ONE 3/8" x 9' <br />STEEL RODS (REBAR <br />OR THREADED) OR <br />BOLTS CENTERED <br />d ON POST <br />('ih FREESTANDING OR ATTACHED POURED <br />42§/FOOTING <br />? <br />-\-POST <br />r-DETAIL MU87- 4#- OR MUBD <br />i b <br />STAINLESS STEEL <br />96"0 W'/ 2" EFFECTIVE <br />EMBEDMENT HILTI KWIK <br />- BC)LT TZ (ICC ESR 1917) <br />MAX FOOTING SIZE <br />Ill i <br />#\ # r .OVERHANG EAVE <br />Live/Snow Load RAFTE IMAX DJSTANCE TO FIRST ROW OF POSTS "L" <br />Solid Cour Wind i SiZE :EAVE.OVERHANG <br />1 (24" O/c) . 6- . 6 12- 10"24" 30" <br />90 MPI·p B I 2x6 21'47 21'.0, m·a- 19'-3" 1291 <br />2x4 21'·0'17'-6'r *a'0-9" <br />1 -2*8 21'-0- ' 21'-0 ' 21*21'·0'21'4 <br />10 04 . 1 2,4 · 21'4 14'-6" ·7-7" 5.7 01,811 <br />90 MPH Exp C i 2*5 2147 21'-0'21'-0 - 187-- -369 <br />---1-- mIT-- ----TE67---- icE-----....3TW.- --'.Em- -'- am <br />10 par 1 2x4 21'-0' 11tl'.'9.10" .2-1"oe <br />110&1PHExpe 1 21tS -2105---- 21'-0 13'-7 1 2.3,8'-1 • <br />. 2xll 219 2110' 21'4'214' 17'-6·' <br />20 Ps!i 2*4 18'-0'9%30 514"24 C-4. <br />100 MPH Exp C I 276 18'-0'1847 16'-2' 10'-8' 7'-1'- <br />0228- - 1847·18'-0'18'·0'18'-0' 154" <br />25 0 0 23[4 18'-0' §*-8:4'-10" Z-r 8:.3· <br />100 MPHExp C 7 2KG 1.5''784' 15'-9' 10-4" 5-V <br />#14 SMS <br />SEE TABLE 7.3 <br />FOR QTY- <br />ONE BOLT DIAM, :<MN) - <br />A <br />52 8'39* r 0 2015ALC-6/y <br />JU 1.2 3 <br />Carl Putnam, P, E. <br />3441 IVYLINK PLACE <br />LYNCHBURG, VA 24503 <br />CARLFUTNAM@COMCAST.NET <br />IS d = 34"2xB 18'-0 15-0 18'·o·18'-0 182-10' <br />1 4% 44)?9 / 3 1 - <br />30 pif 2x4 17'0 7.7 -34'1.4.C'-0/ <br />110 MPH Exp C 24 17'-0 17-0 ' 12-9' 801' 57 <br />-· 2,[8 17'-9 17·9 17'a';16'-7,1 11'-9' <br />:AL!0/4 SINGLE SPAN ATTACHED FOOTING 40 psf 24 149 S.93'Z€ 0.4 r,1 -1 <br />. 120 MPH Exp C 2(6 15'-0' 19-0' 9'-8' 5110' 3-2" <br />DEC 52011 <br />21<8 15-1 . 15'-0'19-0 12-7* 8'-7 <br />60 W .2*4 9-10'9-17 ra' 0>€r *r <br />13£>MPAExp C . 216 13'-0,11'-Er 64.3-7, 1'01· <br />2*8 · 145-0' ly-0' 13'-0' · 127 0-7 <br />1 <br />Drown 4 <br />CMP <br />Check By <br />CMP <br />Date <br />FIlename: <br />MUSA08.DWG <br />Scale pdge# <br />NTS <br />ICC ESR 1953 (2009 ]BC) 12/5/2011 <br />Page 30 of 101 <br />¥ <br />ir <br />-% *..Z2/.*.*Ill>Z0*-6.·..pi·.2'·ae·-42/.:4·'--'I i 1...I-- <br />fy==-1 <br />-