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<br />SECURE ALUM, PANS
<br />W/ "0 X 1 1/2" S,M,S.
<br />o ~" O,C, INTO 2 X 4 PLATE
<br />Sl-Ope:
<br />
<br />1/'" If" t,4IN,
<br />
<br />
<br />OPTIONAL SHEARWALLS FOR:
<br />UTILITY ROO/v!
<br />
<br />
<br />SECURE ALUMINUM PANS TO TOP PLA Te:
<br />OF ENO WALL W/110 X 1 1/2" S.M.S. 2
<br />12" O.C, (AND SECURE ENO WALL veRT.
<br />STUD TO HOST STRUCTURE W/ 110 X J"
<br />o 12" O.C,)
<br />
<br />NOTe:: ONL Y SHEAR WALLS .t LOAD BEARING
<br />WALLS REOUIRE HURRICANE STRAPPING
<br />HURRICANE CLIP T. .t B, OF EA. WALL STUD
<br />tI 24" O,C, (MAX,)
<br />USE SHEARWALL STORM BRACE-X PATTERN
<br />KITH M.H. STRAPPING W/ (1) Bd 0 EA. STUD.
<br />(OR)
<br />USE STORM BRACE 1/8" lHERMOPL Y .t NAILED
<br />PER MFG,s SPEC's. W/ HURR, CLIPS PER ABOvr
<br />
<br />8'
<br />MAX.
<br />
<br />DSL. 2 "x4" TOP PLA TE
<br />(1) 2" X ." (IF CONT.)
<br />2")(4" KOOD STUO
<br />WALL 24" 0, C,
<br />
<br />~/B" T111 IIDOD SIDING OR
<br />VTNYl.. OR ALUM. SIDING OvrR 1/2" PL Y. W/ 8d
<br />o 6"/12" O,C, EDGES /INTe:RM.
<br />6: 0 J" O.C T6:B 6: ALONG ALL HEADERS 6: PLA Te:S
<br />(FOR SHEAR 6: UPLIFT) REPLACES HURR, CLIPS
<br />J/8" DIA. CONC. A.B. OR 1/4"~ TAPCONS
<br />o 24" O,C. (2" MIN, EMBED.)
<br />
<br />SECURE ALUM. PANS
<br />W/ (J) 110 S,M,S./PAN " ~"
<br />O,C, (TYP. tI EA, END)
<br />
<br />
<br />SECURE ALUMINUM PANS TO TOP PLA TE:
<br />OF END WALL (AND END WALL YE:RTICAL
<br />TO HOST STRUCTURE) W/110 X 2" S,M.S,
<br />o 24" O,C
<br />
<br />:r STRUCTURAL ALUM,
<br />ROOF SYSTE:M (T'tP.)
<br />
<br />"--- BEAM
<br />
<br />ATTACHED tI T4c8 W/ CAPRI CLIP
<br />OR CAS7l..E CLIP (SEE NOTES BELOW)
<br />
<br />2")(2" POST (SEE CHART Pg, 1-E)
<br />MAX. 6'-0" SPACING
<br />
<br />2")(4" P.T. 1+000 PLATF:
<br />
<br />:'~>'~~;'.',t. ~.~; J '.: :'. '
<br />
<br />.: .~". ';. .
<br />
<br />
<br />NEW OR EXISTING
<br />4" 2500 PSI CONC. SLAB
<br />
<br />SEE FTo. DETAIL
<br />PAGE: 1-H
<br />
<br />'RLlN (OPTIONAL - 1" X 2" PURLIN)
<br />ALUMINUM OR
<br />VTNYl.. KICXPLA TE
<br />
<br />HEADER DESIGN: FOR OPENINGS (6' MAX. WIDTH)
<br />IN LOAD-BEARING WALLS. USE (2) 2 X 6 NO.2 S.P.
<br />HEADER W/ (3) SnJDS 0 EACH END
<br />( (1) UNDER HEADER) NAILED W/ 16d 0 3" O,C,
<br />
<br />SEE FTC. DETAIL
<br />PAGE: 1-H
<br />
<br />1" X 2" OPENBACX W/
<br />1/4" OIA. CONC. A.B, 0 24" O,C, (MAX)
<br />(1) A,S. 0 EA. POST (2" MIN, EMSED. - TYP,)
<br />OR 1/4-_ X 3 1/4" TAPCON
<br />
<br />'1 ' .~: .:'~'.<~:. ~'~; :'<" :', . · FOR WOOD DECK
<br />Q) .. :~.. '\,;. (SEE NOTE BELOW)
<br />.,." ....
<br />
<br />I ~" I Zf~5~ ~S~~C. SLAB
<br />w/MONO, FOOTER (T'tP,)
<br />1-15 CONT (TYP.)
<br />
<br />UTILITY ROOM DETAIL
<br />(NON-HAB/TABLE STRUCTURE)
<br />
<br />SCREEN ROOM DETAIL *
<br />
<br />ROOF A TTACHMENT NOTES
<br />
<br />* FOR WOOD DECK: USE #'0 SCREW
<br />X 3" LG. (THRU WOOD DECK INTO
<br />BEAM OR HEADER) (124" O.C, MAX.)
<br />USE (2) #10 X 3" 0 EA. POST
<br />
<br />CLIP A TTACHMENT NOTES
<br />
<br />CAPRI CLIP,'
<br />USE (2) L 1" X ,. X .060" W/ (2)
<br />#10 X 3/4" TEKS INTO EA. FACE
<br />fJE
<br />CASTLE CLIP:
<br />L 1 1/2" X 2 1/8" X ,050" REC. CHANNEL
<br />W/ (4) #10 X 3/4" TE:KS INTO BEAM OR OPEN 8ACK
<br />&- (2) #'0 X 3/4- TEXS INTO EA. S,M.B, OF COL.
<br />
<br />FASTENER TO BE DETERMINED
<br />BASED ON CONSTRUCnON OF
<br />HOST STRUCTURE
<br />#10 S,M,S. X 1 1/2" 0 8"
<br />0, C, IN TO WOOD
<br />.QB
<br />(2) #10 0 16" O,C, INTO WALL STUDS
<br />fJE
<br />(2) #10 X 2" 024" O,C, THRU
<br />3/4" (MIN,) FASCIA INTO TRUSS OR
<br />RAFTER TAILS
<br />!2B
<br />1/4"~ TAPCONS 0 8" O,C, STAGGERED INTO CONC,
<br />W/ #10 S,M,S. THRU REC, HEADER INTO PAN BOTTOM
<br />~ 1 1/4" MIN, EMBEDMENT INTO CONC.
<br />T 1/2" MIN, EMBEDMENT INTO WOOD
<br />
<br />* REPLACE ALL DETERIORA TING
<br />WOOD; w/ FASCIA SECURED
<br />TO RAFTER (TRUSS) TAILS
<br />
<br />THIS STRUCTURE HAS SEEN DESIGNED IN
<br />ACCORDANCE 'MTH THE '97 STANDARD SLDG.
<br />CODE 'MTH ALL REVISIONS TO
<br />CHAPT. 1605 FOR 110 MPH WINO VELOCITY
<br />VOID AFTf:R 2-1-03
<br />
<br />DA VlD NORRIS ENGINEERINC
<br />112 COLEMAN RO,
<br />WINTER HA VEN, FL. 3J880
<br />(863) 299-1048
<br />
<br />Pg, 2-E
<br />
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