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<br />SECURE ALUM. PANS
<br />w/I'0 X 1 1/2" S,M.S,
<br />. 5 o,e. INTO 2- X 4 PLA TE
<br />s\.of'E
<br />f,4IN,
<br />1/4" Jfl,
<br />
<br />
<br />OPTIONAL SHEAR WALLS ,FOR:
<br />UTILITY ROOM
<br />
<br />
<br />SECURE ALUMINUM PANS TO TOP PLA TE
<br />OF END WALL W/110 X 1 1/2" 5,101,5, 2
<br />12" O,C. (AND SECURE END WALL VERT.
<br />SnJD ro HOST STRuenJRE W/110 X J"
<br />. 12" O,C.)
<br />
<br />NOTE: ONL Y SHEAR WALLS ct LOAD BEARING
<br />WALLS REQUIRE HURRICANE STRAPPING
<br />HURRICANE CUP T. ct B, OF EA. WALL SnJD
<br />o 24" o,e, (MAX,)
<br />USE SHEAR WALL STORM BRACC-X PATTeRN
<br />'MTH M,H. STRAPPING W/ (1) Id . EA, STUD,
<br />(OR)
<br />USE STORM BRACE 1/8" THERMOPL r ct NAILED
<br />PER MFG,s SPEC'.. w/ HURR, CUPS PER ABOVE
<br />
<br />DBL. 2 "x4" TOP PLA TE
<br />(1) 2" X 4" (IF CONT.)
<br />
<br />2"x4" WOOD SnJD
<br />WALL 24" 0, C,
<br />
<br />SECURE ALUM, PANS
<br />w/ (J) 110 S.M.S,/PAN 0 5" oPE
<br />O.C. (TYP, 0 EA, END) N 51.
<br />tJl '
<br />5/8" Tlt1 WOOD SIDING OR /4" /fT'
<br />VINYL OR ALUM, SIDING OVER 1/2" PL Y. W/ 8d 1
<br />o 6"/12" O,C, EDGES /INTERM.
<br />el- 0 3" O.C. Tel-B el- ALONG ALL HEADERS el- PLA TES
<br />(FOR SHEAR el- UPLIFT) REPLACES HURR. CLIPS
<br />3/8" DIA. CONC, A.B, OR 1/4"" TAPCONS
<br />024" O.C, (2" MIN. EMBED,)
<br />
<br />ROOF ATTACHMENT
<br />SEE NOTeS BELOW)
<br />
<br />NEW OR EXISTING
<br />4" 2500 PSI CONe. SLAB
<br />
<br />
<br />SECURE ALUMINUM PANS TO TOP PLA TE
<br />OF END WALL (AND END WALL VERTICAL
<br />TO HOST STRUCnJRE) W/ #10 X 2" S.M.S.
<br />o 24" O,C.
<br />J" STRUCnJRAL ALUM,
<br />ROOF SYSTEM (TYP.)
<br />" --- BEAM
<br />ATTACHED 0 Tel-B W/ CAPRI CLIP
<br />OR CASTLE CLIP (SEE NOTES BELOWj
<br />
<br />8'
<br />MAX,
<br />
<br />2"x4" P. T. WOOD PLA TE
<br />
<br />II ... . . ~ .
<br />
<br />.: .,. ~'. ., .
<br />
<br />2"x2" POST (SEE CHART Pg, 1-E)
<br />MAX. 6'-0" SPACING
<br />
<br />SEE FTG. DETAIL
<br />PAGE 1-H
<br />
<br />RLlN (OPTIONAL - 1" X 2" PURLlN)
<br />ALUMINUM OR
<br />VINYL KICKPLA TE
<br />
<br />SEE FTG, DETAIL
<br />PAGE 1-H
<br />
<br />1" X 2" OPENBACK W/
<br />1/4" DIA. CONC. A,B, 024" O,C. (MAX)
<br />(1) A.B, 0 EA, POST (2" MIN, EMBED. - TYP,)
<br />OR 1/4"" X 3 1/4" TAPCON
<br />
<br />-r ':'~ ,,'~,~ ,~, ~~': :y: :'.' * FOR WOOD DECK
<br />Q:). ..,~ ..: (SEE NOTE BELOW)
<br />
<br />.' ." .." ,
<br />
<br />I 8" I NEW OR EXISTING
<br />4" 2500 PSI CONe. SLAB
<br />w/'MONO, FOOTER (TYP.)
<br />1-15 CONT (TYP,)
<br />
<br />UTILITY ROOM DETAIL
<br />(NON-HAB/TABLE STRUCTURE)
<br />
<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) 0 24. 0, C. MAX.)
<br />USE (2) #10 X 3" 0 EA. POST
<br />
<br />CLIP A TTACHMENT NOTES
<br />
<br />FASTENER TO BE DETERMINED
<br />BASED ON CONSTRucnON OF
<br />HOST STRUCTURE
<br />110 S,M,S, X 1 1/2" qJ 8"
<br />0. G. IN TO WOOD
<br />f)B
<br />(2) 110 @ 16" O,C, INTO WALL STUDS
<br />.QB.
<br />(2) 110 X 2" @ 24" O,C, THRU
<br />3/4" (MIN.) FASCIA INTO TRUSS OR
<br />RAFTER TAILS
<br />f)B
<br />1/4"~ TAPCONS @ 8" O.C. STAGGERED INTO CONC,
<br />W/110 S,M.S. THRU REG. HEADER INTO PAN BOTTOM
<br />J:i.QJL. 1 1/4" MIN. EMBEDMENT INTO CONC,
<br />1 1/2" MIN. EMBEDMEN T IN TO WOOD
<br />
<br />* REPLACE ALL DETERIORA TlNG
<br />WOOD; W/ FASCIA SECURED
<br />TO RAFTER (TRUSS) TAILS
<br />
<br />CAPRI CLIP:
<br />USE (2) L 1" X 1" X ,060" W/ (2)
<br />#10 X 3/4" TEKS INTO EA. FACE
<br />.QB.
<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) #10 X 3/4" TEKS INTO EA. S.M.B, OF COL.
<br />
<br />THIS STRUCTURE HAS BEEN DESIGNED IN
<br />ACCORDANCE WITH THE '97 STANDARD BLOG,
<br />CODE WITH ALL REVISIONS TO
<br />CHAPT. 1606 FOR 110 MPH WIND VELOCITY
<br />VOID AFTER 2-1-01
<br />
<br />DA VlD NORRIS ENGINEERING
<br />112 COLEMAN RD.
<br />WINTER HAVEN, FL. 33880 Pg. 2-E
<br />(863) 299-1048
<br />
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