|
p -EE GENERAL NOTE #21 -Seal with permanently flexible Existin q
<br />/ (1-- --& waterproof sealant0 ' Ill I %SEE TABLE 7.6ATTACH PER /1 0-- FOR FASTENER CONTINU,OUS 2"*6" DF LEDGER 'OR PROVIDE
<br />DETAIL LA33 --21-9< 0,#=t /SPA-CING 2' x *'StucK-'IMPSON STRONG TIE MSTA36 (ICC ESR 2105)T SPLICE LOCATION. COVER W/ 0.019" ALUM
<br />/ ' / STUD WALL --milinillilllittl!1lill i{iitil \ ATTACH ALUM RAFTERS PER LA33
<br />/[-- n -0.5 MIN
<br />ALUM 9 4 3.5"L MIN
<br />RAFTER Completely Seal with Ll /4. La g Screw Continuous 2"X fascia board
<br />SEE GENERAL NOTE #21,
<br />.__---po•-monently flexible &0.019" Al_UM OR 0.035"
<br />VINYL
<br />_140111-11111111il!111111111'waterproof sealant< (73>-\N / 2.25" PEN -ATTACH' Al-lJM RAFTER°:M#tf-A.- \
<br />AS PER LA33
<br />V.
<br />3 2x Wood framing
<br />min. 24" 0.0.-Revisions
<br />D.F. Larch.-
<br />20 GA ASTM A653 Gr·!ADE · ,/
<br />33 STEEI. BRACKET
<br />FOUR #8 WOOD SCREWS
<br />rINTO RAFTER AND 2X FASCIA, ONE PER RAFTER , 1
<br />SE0000
<br />)000
<br />=1 ynthetic Stucco or
<br />ROOF COVERING IS- i
<br />ther non-structural covering / -A MAXIMUM OF 3 PSF
<br />LEDGER AND 32 1SHEATH:IN (1" rnax thick)/LA»- 2% |IDF WOOD9CIA - HEAVIER ROOF COVERINGWALLSHALL REQUIRE ADDITIONAL !ENGINEERING ANALYSIS * 11 1 / TABLE 7.7 SPECIFIES THE ALLOWABLE 4-.7 I :ATACHMENT / ) 4 01'STANCE TO FIRST ROW OF POSTS EAVE (0"1" bL =-C i
<br />DF WOOD 7-POST E O x!·/[Ah STUCCO·- ATTACHMENT DETAIL : OVERHANG 00
<br />D = Vil
<br />LEDGER OR STUD U
<br />WITH LEDGER BOARD E 2 r- , 030 1Live,'Snow Load RAFTER Ift/IAX DISTANCE TO FIRST ROW OF POSTS "1."g SEE GENERAL NOTE #21 F E > 8
<br />ALU;MINUM RAFTER
<br />Solid Cover Wind SIZE EAVE OVERHANG E zzl-(24" 0/C) 6"12"18" 24" 30"
<br />10 psf 20 25'-0'20-9,12'-0"T-1"3'-8"3 449
<br />Lattice=135 ENG,2x6 25'-0'25'-[y 25'-0 23>10' 17-1'coi> 3 10
<br />TABLE 7.6 SPECIFIES TYPE 2x8 25'-0'25'-0'25'-0' 25.-0'25'-0'2 :2 2 r
<br />AND. NUMBER OF FASTENERS 10 psi 2<4 25'-0'191-9 11'-6" 7-1"3-8' · 0 6 0 92
<br />FOUR #8 SM SCREWS S·EE TABLE 7.3
<br />Lattice=170 'E)<p C. 2*6 19'-0': 19'-0 17-1"11'-9"' 8'-4'
<br />DETAIL LA13 Laoce=140 EN. C Zx6 25'-0':25'00' 25'-0 22'-6' 16'47"2 49 I -
<br /> or LAOB 1 9-0
<br />2*8 25.0'2540'25'-0'25'40' 25'20' ·
<br />#14 SM S7 20 psf 2x4 10'-3"3'-4" 1'-80
<br />2*8 19'-0'19'-0';19-0 19'=of 16'-8"
<br />25 psf 2x4 18-0'11'-3•6%4"3'-8"1.-9FOR QTY
<br />/LAh 18'-0'
<br />Latte=1:70 EN C 2*6 18'-0'18'=0 18'-0'12'-10"g. 1·
<br />2x8 18'-0'18'-0 1819 15-0' ··>flf.E€Fjobtl-ONE BOLT DIAM. (MIN) -1|30 w :2]<4 17'-0 9'-7 541· 2-8'o'-o"1. 1/:....fl ---1=-=-1 . d-th...0--- --fl" :ctralkI.1 FQQ QTFFI
<br />1' MIN·--99
<br />3" POST-
<br />11 [
<br />» ilk
<br />Latoce=i tutxp u-UA|NEUTML1DE 1 L ...fr:?.......0.0<012 1. Mi@M %"0 w/ 2" EFFECTIVE11..........3 L .4- ....ffixl EMBEDMENT HILTI 40 W
<br />Latilce=170 Exp C ZXP 14-U 19-V ,1 -U , -4 9 -fd .-/ '271«n--( : KWIK BOLT TZ 2,8 14&0'14'-0'14'-0 14'-0'10'-3"481. :Pm·39'1, En.(ICC ESR 1917)60 psf 2*4 9-07 4-0"9-0 04' oLD. #··*.4\·A:4* 8-30*0150* 07
<br />1 1-ALUMINUM BRACKET
<br />Lattice-=170 ExpiC 2x6 9'-0 :6'-9" 4'-0" 2-1"1 6 iLiP; . :2'•.'' MAX FOOTING SIZE-
<br />d = 34"
<br />2*8 9-0' 940'9.-0,8•-89 59-10'
<br />f-DETAIL LA09 OR LA12 1 -- tiAL:31.-1. d ·1
<br />SEE TABLE 7.3 - - /LA j MIN 3.5".REB %420:1.4
<br />COLUMN A FOR #14 SMS ..=1 423/ FOOTING OR 4",flf' SPAN FOOTING CONSTRAINED FOOTINGS r- WITH 12" EMBED FOR FOOTINGS UPCOLUMN B .FOR %" BOLTS<C ATTACHED SINGLE CONCRETE SLAB FOR -7 ALUM W/ t=0,120" OR STEEL POST !
<br />-1 - CONCRETE SLAB /TO d=39" OR 18" EMBED FOR
<br />A ,, SEE SHEET MB: / FOOTINGS UP TO d=*48"
<br />2x6 17'-0'17'-0'15'-3" 10'44"7'=1"
<br />2x8 17'-0'17'-0 17'=d 17'201: 14'28"
<br />2*4 14'-0'667"3-4'0,-0.
<br />i. 4 1 n.
<br />4
<br />Zl f 1Tft-
<br />12" OR 18" i
<br />t
<br />Carl Putnam, P. E.
<br />3441 IVYLINK PLACE1LYNCHBURG, VA 24503
<br />CARLPUTNAM@COMCAST.NET
<br />TWO STAINLESS * OR GALV'ANIZED r HILTI K'WIK BIJLT TZ ANCHOR (ICC ESR 1917) W/ 2.' ;·: ·y···· ' ': ' : '.0 ONE 3/8" x 9" STEEL
<br />EMBEDMENT ([JR EQUIVALENT) AND 3/4'0. WASHER FOR ATTACHMENT TO 4"ROD (REBAR OR · ----
<br />THREADED) OR BOLT Drawn BjCONCRETE SLAB UP TO 170 MPH EXP C WINDS.ATTACHMENT TO FOOTINGS USE TWO ANCHORS FOR FOOTINGS UP TO d = 26« ' d 2- CENTERED ON POST CMP
<br />Clieck :By
<br />CMP
<br />FREESTANDING OR ATTACHED FOOTING Date
<br />POST ATTACHMENT DETAIL TO SLAB OR FOOTING
<br />SINGLE SPAN ATTACHED UNITS
<br />Filenama LAT04.DWG
<br />Page 6 of 1.06.ICC ESR 1953 (2012 BC) 2/24/2014
<br />i :sdale b
<br />34612 * f: 7,0 1 7 i Lic ) - 3,--„1004,3-4 --1- - ..
<br />. .... . . · - - ·'ft ' 9,1 ·'{-· -, ·· i - ii€ZA :*•4- 1;,Ni.8.1...M,1.141,00$1 a Wk .Wa- K r ' 011' trn,que#* 0=-# .·-p=,v i'•4,5,4,0.'/ 41}1»4v i.;,22,CS..4//WWM0 :. . 4 :*,I'ai' IR IA•>8*#-4.Ii,Uigqg*2-iN ed.6,8. Elm· 7 : 6/ -4/2.ldi;T. .. i S:Eilh E 1,2€ BD
<br />i, 42 1
<br />p'<Ai,M#4,1 '*m*·44-le.TIAN,;:Z=IMAw«,4.-'16'4-,4,Irdind'MAW,Imi'·em-N/Mi¥'wNW,i,,wi.99*AL
|