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.-r'.. <br />TACH PER <br />DETAIL LA37 <br />42 <br />49, <br />LEL './.0 P <br />WALL <br />ATACHMF <br />ALUM«- <br />RAFTER <br />9212=D A ]Un <br />-SEE GENERAL NOTE #21 -Seal with permanently flexible Existing 2x wood framing <br />fr TABLE 7.D.F. Larch.n\ <br />& waterproof sea!ant min. 24" O.C. <br />FOR FASTENER _CONTINUOUS 2")<6" DF LEDGER OR PROVIDE <br />SPACING 2, u r sue-_J MPSON STRONG TIE MSTA36 OCC ESR 2105)20 GAASTMA€53 GRADE <br />r SPUCE LOCATION. COVER W/ 0.019" ALUM 33 STEEL. BRACKETFOUR 20 WOOD SCREWS <br />1 / STUD WALL 4,4111!mimilt!01111!111,11!ult [TACH ALUM RAFTERS PER LA33 ONTO RAFTER AND 2X \a <br />1 f-- SG = 0.5 MIN FAki# ONE PERRAFTER <br />/4'0 Lag Screw1 <br />/ 3.5 MIN Cont?nucus 2=X fascia board <br />Completely Seal with SEE GENERAL NOTE #21. -1 0.94* <br />VINYL o Mt -pemtahently flexible &0.019» ALUM 02 0.035" \* -c:081 Nk 024· <br />/ 1/4" LAG SCREW' jewum#mummim Imm f -waterproof seclant 4 <br />lorN--3>- w/ 2.25" PEN -+25" min- H 1" MIN o0 <br />/ _ ATTACH ALUM R 0 <br />AS PER LA33 0 <br />'35pViAer non-structural covering A MA)OMUM OF 3 PSFynthetic Stucco or ROOF COVERING IS <br />HEAVIER ROOF COVERINGSHEATHIN(1* max. thick) -4- 2X DF WOODC LA FASCIA SHALL REQUIRE ADDInONAL <br />ENGINEERING ANALYSIS <br />TABLE 7.7 SPECIFIES THE ALLOWABLE (32 7 <br />Sll <br />A1 <br />Revisions <br />H <br />Y <br />.. <br />V <br />1 <br />e <br />Rie.•0*b <br />m <br />DISTANCE TO FiRST ROW OF POSTS <br />STUCCO ATTACHMENT DETAIL <br />DF WOOD - WITH LEDGER BOARD --. <br />LEDGER OR STUD .-I <br />EE GENERAL NOTE#21 <br />-LUMINUM RAFTER <br />I *TABLE 7.6 SPECIFIES TYPE <br />AND NUMBER OF-FASTENERS r-DETAIL LA13 <br />-*-4 or LA08#14 SMS-n <br />41 1FOUR #8 SM SCREWS SEE TABLE 7.3 FOR QTY <br />(331 ONE BOLT DIAM. (MIl <br />STAINLESS STEEL <br />1' MIN--1--ALUMINUM INSIDE 36"0 w/ 2= EFFECTIVE <br />BRACKET LA16 EMBEDMENT HILTIf 0-Oiflit-<f 2.:. KWIK BOLT TZ(ICC ESR 1917) <br />191:-h:-265'S. MAX FOOTING SIZE3 POS-1- --- ALUMINUM BRACKET 2.1.. ---Xy-94 2 f.«d = 34"/-DETAIL LA09 OR LA12 <br />317 9% <br />1 <br />1 <br />'4. <br />·d <br />34 <br />F V <br />EL. -EAVE <br />OVERHANG <br />POST <br />Uve:Snow Load RAFT!*EMAXUSTANCEIR.MEEM;lE.POS3.3-" -,m - 24=B <br />80841 Crwer Whd s:ZE ft EAVE ovIaiRMFG <br />groic)% 6" <br />lopsf 2[4 t 25'-OF <br />26 1 254 <br />-!e*eQREXP Q_ _.0,2*8 1 25•.. <br />'50 psY 2*4 1 254 <br />88 .1 2547 <br />La:803=110 Exp C 2:8 1 25-0' <br />20 0 2*4 1 44'-C' <br />2/6 . 1 14#r. <br />Lattice=130 Exp C 2,18 F 14'Le <br />SW #4 1 154 <br />23,6 £ 154' <br />22[8' 4 154° <br />39 # 04 1 12'-10' <br />2*6 3 12910" 1 <br />-M 1 1610' 1 <br />40 W =4 1 5-7 <br />206 ; 9•-7 <br />2*8 i 90-7 <br />m Pei 23{4 1' 6'-5" <br />56' 1 6'-5" <br />2*8 f 5-58 <br />l- <br />/ LA <br />A <br />. 92· <br />22'4 <br />5'-1 24 <br />7-10' 17-10' 19-5 <br />2-17 12-le 12-1# <br />047 <br />5-71 -r=25, <br />9-T <br />4432 <br />4-r <br />kklk:ktkk <br />7-2 <br />25-03 7.4 232-11' 17-2 <br />25€ 254 , 2547 25'4 - <br />20'€124r · Te <br />2347 17427 <br />80 -24 <br />10-4' 5-0' 9-7 1'-10" <br />14* 11'-11' <br />14-0 1447 1€-0' <br />€e 319'1'-11' <br />15*-4"194 1310•f\/ <br />1, d ·1 <br />SEE TABLE 7.3 <br />MIN 3.5" <br />COLUMN A FOR #14 SMS /5- FOOTING OR 3.5 <br /> ATTACHED SINGLE CONCRETE SLAB FOR -1 <br />ALUM W/ t=0.120" OR STEEL POST < <br />2) SPAN FOOnNG CONSTRAINED FOOTINGS \ ,--WITH 12= EMBED FOR FOOnNGS UP <br />COLUMN B FOR 36" BOLTS< CONCRETE SLAB /TO d=39» OR 18= EMBED FOR <br />SEE SHEET MS / FOOTINGS UP TO d=48» <br />4 KET\Carl Putnam, F. E <br />12" OR 18" 1 1 3441 IVYUNK PLACE <br />t LYNCHBURG, VA 24503 <br />CARLPUTNAM@COMCAST.NET <br />TWO * HILTI HIT-HY MAX-SD ADHESIVE ANCHOR (ICC ESR 3013) W/ 2.375"ONE 3/8" x 9" STEEL <br />EMBEDMENT (OR EQUIVALENT) AND 1'0 WASHER FOR ATTACHMENT TO 3.5'ROD (REBAR OR L--=.==1--===C-/ <br />CONCRETE SLAB UP TO 120 MPH EXP C WINDS. <br />THREADED) OR BOLT /6.- 4 1 <br />ATTACHMENT TO FOOTINGS USE TWEI AINEMORS FOR FOOTINGS UP TO d = 26 <br />CENTERED ON POST 1 eMP <br />a Check Ey CMP <br />-ACHED FOO 77 N G :Detc <br />POST ATTACHMENT DETAIL TO SLAB OR FOOTING 1 <br />DE© 52011 i Fitur=nlo LAT04.OWG <br />SINGLE SPAN ATTACHED UNITS ..i /cale Pe k <br />* CALW3*FREESTANDING OR All <br />*p r 19 <br />930 <br />25 * <br />4 N 0C <br />JUN 2 01. <br />* LICENSE <br />ICC ESR 1953 (2009 1BC) 12/5/2011 <br />Page 6 cf 101 <br />-M,¢•MI--ft#f.,9*-·•1-,%-q,,t,e:/w....t-.7.4,--6r-•h*2·.4·-'·Ar.>C-.n*£..._. <br />..##*--44-'f.. %44.,·.#-*...a X4•••et• vt•-•»-'·,»Vt·'r'*'.a'-·4 *. I.*-*#/.A-·-i ·e•v,·A '·,··,..64-1-4·.r5ry,-mPI.-"'.&.-7,.NMCU5 <br />4#Maymna:DWmmImm]EmmmEEmmE322mmmIImm&mirna,SU]mlfmtOm:6gmsmaigWNdamblinizzigm*WBZIEVMNMllE£BEdJBm 713 946-9000 -m===-===-=-.-,ir.....xmm....I-I.=.I ·2§#e!m0mmm*2ZGEmmSm3DwamZE&mZLm%2Zm