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<br />SECURE ALUMINUM PANS TO TOP PLA TE:
<br />OF END WALL W/ /10 X I 1/2" S.M.S. 2
<br />12" O.C, (AND SECURE END WALL VERT.
<br />STUD TO HOST STRUCTURE W/ 110 X J"
<br />#I 12" O,C,)
<br />
<br />SECURE ALUM, PANS
<br />W/110 X 1 1/2" S,M,$.
<br />#I j" O,C, INTO 2 X '" PLA TE
<br />Sl-OpE:
<br />t,4ltl,
<br />,/.... /f1,
<br />
<br />
<br />
<br />8'
<br />MAX.
<br />
<br />DBL. 2 'x"'" TOP PLA TE
<br />(1) 2" X "," (IF CONT.)
<br />2"x"'" WOD STUD
<br />WALL 2"'" O. C,
<br />
<br />5/8" 7111 ~D SIDING OR
<br />VINYL OR ALUM. SIDING OVER 1/2" PLY W/8d
<br />" 6"/12" o.C, EDGES /INTERM.
<br />.~ <l" #I J" 0. C. T<kB <k ALONG ALL HEADERS ct PLA TES
<br />(FOR SHEAR ct UPLIFT) REPLACES HURR. CLIPS
<br />3/8" DIA, CONC. A.S, OR 1/4"~ TAPCONS
<br />tI 2"'" O.C. (2" MIN. EMBED.)
<br />
<br />OPTIONAL SHEARWALLS FOR:
<br />UTILI TY ROO/v!
<br />
<br />NOTE:: ONL Y SHEAR WALLS ct LOAD BEARING
<br />WALLS REQUIRE HURRICANE STRAPPING
<br />HURRICANE CLIP T. ct 8, OF EA, WALL STUD
<br />#I 2"'" O,C, (MAX,)
<br />USE SHEARWALL STORM BRACE-X PATTERN
<br />'MTH M.H. STRAPPING W/ (1) 8d 0 EA. STUD.
<br />(OR)
<br />USE STORM BRACE 1/8" THERMOPL Y ct NAILED
<br />PER MFG.s SPEC's, W/ HURR, CLIPS PER ABOVE'
<br />
<br />SECURE ALUM. PANS
<br />W/ (3) /10 S,M.S./pAN CP 5"
<br />O,C, (TYP. " EA. END)
<br />
<br />ROOF ATTACHMENT
<br />SEE NOTES BnOW)
<br />
<br />1K10D PLA TE
<br />
<br />NEW OR EXISTING
<br />"," 2500 PSI CONC. SLAB
<br />
<br />UTILITY ROOM DETAIL
<br />(NON-HABITABLE STRUCTURE)
<br />
<br />HEADER DESIGN,' FOR OPENINGS (6' MAX. WIDTH)
<br />IN LOAD-BEARING WALLS, USE (2) 2 X 6 NO,2 SP.
<br />HEADER W/ (3) STUDS 0 EACH END
<br />( (1) UNDER HEADER) NAILED w/ 16d 0 3" O,C.
<br />
<br />SEE FTC, DETAIL
<br />PAGE: I-H
<br />
<br />ROOF A TTACHMENT NOTES
<br />
<br />FASTENER TO BE dETERMINED
<br />BASED ON CONSTRUCTION OF
<br />HOST STRUCTURE
<br />#10 S,M,S, X 1 1/2" 0 8"
<br />O,C, INTO WOOD
<br />.QB
<br />(2) 110 Gl 16" O,C, INTO WALL STUDS
<br />!JE
<br />(2) #10 X 2" tp 24" Q,C, THRU
<br />3/4" (MIN.) FASCIA INTO TRUSS OR
<br />RAFTf:R TAILS
<br />!JB
<br />1/4"~ TAPCONS @ 8" O,C, STAGGERED INTO CONe.
<br />W/ll0 S,M,S. THRU REC. HEADER INTO PAN BOTTOM
<br />~ 7 7/4' MIN. EMBEDMENT INTO CONe.
<br />7 1/2" MIN. EMBEDMENT INTO WOOD
<br />
<br />* REPLACE ALL DfTERIORA TING
<br />WOOD; w/ FASCIA SECURED
<br />TO RAFTER (TRUSS) TAILS
<br />
<br />
<br />SECURE ALUMINUM PANS TO TOP PLA TE
<br />OF END WALL (AND END WALL VERTICAL
<br />TO HOST STRUCTURE) W/ /10 X 2" S.M.S
<br />" 2"" O,C,
<br />
<br />3" STRUCTURAL ALUM.
<br />ROOF SYSTEM (TYP.)
<br />
<br />" --- BEAM
<br />A TTACHED #I T4dJ W/ CAPRI CLIP
<br />OR CASru: CLIP (SEE NOTES BELOW)
<br />
<br />2"x2" POST (SEE CHART Pg, I-E)
<br />MAX. 6'-0" SPACING
<br />
<br />RLlN (OPTIONAL - I" X 2" PURL/N)
<br />ALUMINUM OR
<br />VINYL KICKPLA TE
<br />
<br />1" X 2" OPENBACX w/
<br />1/"" DIA, CONC, A,B, "2"'" O,C, (MAX)
<br />(1) A.B, tI EA, POST (2" MIN, EMBED, - TYP.)
<br />OR 1/"'"_ X :1 1/"'- TAPCON
<br />
<br />'r <~,::',~.,,~" '~'~.: :,~'.,:,' >I< FOR WOOD DECK
<br /><ll .. :~.. '~".:,' '(SEE NOTE BELOW)
<br />... .~ ..'
<br />I 8" I NEW OR FXISnNG
<br />~' 2500 PSI CONe, SLAB
<br />w//,/ONO, FOOTER (TYP.)
<br />1-15 CONT (TYP.)
<br />
<br />SCREEN ROOM DETAIL *
<br />
<br />* FOR WOOD DECK: USE #'0 SCREW
<br />X 3" LG. (THRU WOOD DECK INTO
<br />BEAM OR HEADER) 0 24" D.C. MAX.)
<br />USE (2) #10 X J" 0 EA. POST
<br />
<br />CLIP A TTACHMENT NOTES
<br />
<br />CAPRI CLIP:
<br />USE (2) L 1" X 1" X .060" W/ (2)
<br />#10 X 3/4" TEKS INTO fA. FACE
<br />~
<br />CASTLE CLIP:
<br />L 1 1/2" X 2 1/8" X .050" REC. CHANNEL
<br />w/ (4) /10 X 3/4" TEKS INTO BEAM OR-OPEN BACK
<br />& (2) #'0 X 3/4" TEKS INTO EA. S,M.B. OF COL.
<br />
<br />THIS STRUCTURE HAS BEEN DESIGNED IN
<br />ACCORDANCE 'MTH THE '97 STANDARD BLDG.
<br />CODE WITH ALL REVISIONS TO
<br />CHAPT. 1606 FOR 110 MPH mND VeLOCITY
<br />VOID AFTE:R 2-1-03
<br />
<br />DA VlD NORRIS ENGINEERING
<br />112 COLEMAN RD.
<br />WINTER HA \lEN, FL. 33880
<br />(853) 299-1048
<br />
<br />Pg, 2-t
<br />
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