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<br />
<br />(OPT,) 6' STEP FASCIA W/ 1/10 X I'
<br />II 16' A, Co OR
<br />2' X 2' X 0, 040
<br />STIFFENER
<br />NOTD FaR OUTSI DE SPANS > 12'
<br />USE 2' x3' (VERT,)
<br />OR 6' STEP FASCIA
<br />
<br />(1) /l10x5/B' ~ HEAD
<br />SMS, TOP OF
<br />EACH RI SER,
<br />
<br />ROOF PAN
<br />
<br />FaR WOOD CONNECTION
<br />/I 10 X 1-1/2' W, HEAD
<br />SMS, THRU ROOF PAN
<br />& BOX HEADER 5' ON
<br />CENTER INTO HOST
<br />STRUCTURE,
<br />
<br />I' X I' X 2' X 0,060'
<br />ANGLE CLI P W/ (2)
<br />111 0 X 5/8' V. HEAD
<br />SMS, EACH VA Y.
<br />
<br />BEAM PER DESIGN
<br />TABLE,
<br />
<br />TYP,
<br />
<br />S~CTI ON D~TAI LS
<br />N. T. S,
<br />
<br />2 X ALUM, COL
<br />
<br />(1) 1/4' DIA. X21/4' CONC,
<br />OR TAPCON , 24' O. C,
<br />
<br />
<br />~l X 2 ALUM,
<br />BASE PLA TE
<br />
<br />I' X I' X 1/16' X 2'
<br />; ALUM, CLIP W/ (2) 1/10.
<br />X 1/2' TEK SCREWS IN
<br />EA, DI RECTI ON
<br />
<br />NOTEI
<br />A T CORNERS USE (1) 1/4' DI A.
<br />X 2 1/4' EA. DI R, ~
<br />4' (MAX,) FROM CaRNER,
<br />
<br />4 .
<br />
<br />4.
<br />. ;4 ~ .
<br />
<br />I
<br />
<br />.' 4'
<br />
<br />...
<br />
<br />. . .
<br />
<br />'. .'....,
<br />
<br />.
<br />
<br />SLOPE: loll N. 114' In,
<br />
<br />.
<br />
<br />of
<br />
<br />csa _ IICTNL$ oUaVr)
<br />
<br />BAS~ PLAT~ CONN~CTIONS
<br />(SCREEN ROOMS) N. T, S.
<br />
<br />
<br />(Z) 1/4' DIA, STL.
<br />THRU BOL TS (TYP. )
<br />
<br />Z X ALUM BEAM
<br />3 X 3 ALUM, COL.
<br />NOT" TH, B,LO/l D,SIGNS /lILL CARRY A CONTRI BUTARY
<br />LOAD OF I~O S. F. - N,/I 8' X 8' FTG. (JOO S. F, - ,XIST, 4' SLAB)
<br />
<br />ALUM, BAS, INS,RT /1/ (2) 1/4' DIA, x Z 1/2' TAPCONS
<br />& (2) 1/4' DI A. THRU BOL TS
<br />Q/l
<br />2' X 2' x 1/8' ALUM. ANGL, /1/ (2) 1/4' DI A, X 2 1/4' TAPCON
<br />,A, SID, OF COLUMN 11/ (2) 1/4' DI A, THRU BOL TS
<br />
<br />QB
<br />3 1/8' XII /2' x 1/8' R"HI NG CHANN,L
<br />11/ (2) 1/4' DI A. x 2 1/4' TAPCONS & (2) 1/4'" THRU BOL TS
<br />
<br />,fJE
<br />ALL OF TH, ABOV, HA Y B, CON~CT,D TO /lOOD H,AD,R
<br />BY SUBSTITUTING (4) '10 S, H. S, (2' MIN, tMB,D) FOR TAPCONS.
<br />
<br />
<br />
<br />,/i,\ ,C,' '. ~: :\'? :i: ,t'::.~ .~.' ' 'fMi ~2;
<br />
<br />
<br />EXISTING 4' CONC, SLAB W/ NO CRACKS WITHIN 3D' OF POST
<br />QB. NEW THK' ND 8' X 8' MONO FOOTING W/ (1) 1/5 CaNT,
<br />DB /lOaD DECK /1/ DBL 2 X 6 (MIN. ) PERIM,TER HEADER
<br />
<br />
<br />!iJ.lli.
<br />SEE DETAIL BELOW
<br />WHEN HOST STRUCTURE IS MASONARY
<br />
<br />II lOX 5/8' V, HEAD SMS
<br />THRU ROOF PAN RISER ON
<br />12' CENTER INTO STI FFENEr.
<br />A T EACH END OF ROOF,
<br />
<br />
<br />2' X 2' POS T SHO/lN
<br />
<br />4-'10 X I' $, M. S,
<br />pn~ POST INTO
<br />I NT,RI OR SCRe/l SPLI flCS
<br />J' X 2' OP,N BACK
<br />BOTTOM PLA T,
<br />
<br />'. .'
<br />
<br />.
<br />
<br />(1) 1/4'_ X 2 1/4'
<br />CONC, A, B, OR T APCON
<br />II 24' A, C,
<br />KI CKPLA TE OR CABANA SKIN (MI N. 0, 019')
<br />ATTACHED 11/ pap RI VETS OR 'lOX 1/2'
<br />S,H.S. 1116' C,CO
<br />
<br />,XTRUD,D H,AD,R /1/ 1/4'"
<br />X 2 J /4' TAPCONS , 8'
<br />0, C. STAGOCR,D
<br />
<br />~
<br />(.J
<br />~
<br />1II
<br />....
<br />~
<br />
<br />).
<br />
<br />~
<br />i
<br />
<br />
<br />~
<br />
<br />MASONARY / H~AD~R
<br />A TTACHM~NT D~TAI L
<br />N. T, .s
<br />
<br />PDS T CONN~C TI DNS
<br />(CARPORTS / OPEN PA TI a)
<br />
<br />DAVID NORRIS ENGINEERING
<br />DESIGN,D TO '97 STANDARD BUILDING COD,
<br />PER CHAPT. 1606 FOR 110 MPH WIND
<br />
<br />/-;:
<br />Pg. 1 -f
<br />
<br />N, T. S,
<br />
<br />EXPIRES AFT,R
<br />
<br />n.~~-".l'>
<br />
<br />F,B. 1, '01
<br />
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