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<br />
<br />SECURE ALUM. PANS
<br />W/ 110 X 7 1/2" S.M.S,
<br />o 5" O.C. INTO 2 X " PLA TE
<br />51- OPE
<br />l.4\l'l,
<br />1/"" Iff,
<br />
<br />
<br />OPTIONAL SHEARWALLS FOR:
<br />UTILI TY ROO/vi
<br />
<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 />o 12" O.C.)
<br />
<br />NOTE:: ONL l'" SHEAR WALLS ct LOAD BEARING
<br />WALLS REQUIRE HURRICANE STRAPPING
<br />HURRICANE CLIP T. ct B, OF EA. WALL STUD
<br />024" 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,$ SPEC's. W/ HURR, CLIPS PER ABOVE
<br />
<br />8'
<br />MAX,
<br />
<br />DBL. 2")("" TOP PLATE
<br />(/) 2" X ." (IF CONT.)
<br />2"x4" KOOD STUD
<br />WALL 2"" 0, C.
<br />
<br />5/8" TIll 1+000 SIDING OR
<br />VlNlI1.. OR ALUM. SIDING OVER 1/2" PLY. W/8d
<br />o 6"/12" O,C. EDGES / INTE:RM,
<br />. ct.O J" O,c. TtkB tk ALONG ALL HEADERS tk PLATES
<br />. .,. jFOR SHEAR ct UPLIFT) REPLACES HURR. CLIPS
<br />3/8" DIA, CONC, A. 8, OR 1/4"* TAPCONS
<br />02"" O.C. (2" MIN, EMBED.)
<br />
<br />SECURE ALUM, PANS
<br />W/ (3) /10 S.M.S./pAN (I 5"
<br />O.C, (TYP. 0 EA. END)
<br />
<br />
<br />SECURE ALUMINUM PANS TO TOP PLA TE:
<br />OF END WALL (AND END WALL VERTICAL
<br />TO HOST STRUCTURE) W/IIO X 2" S,M.S
<br />o 2"" O.c.
<br />J" STRUCTURAL ALUM.
<br />ROOF SYSTEM (T'YP.)
<br />"--- BEAM
<br />ATTACHED 0 TetB w/ CAPRI CLIP
<br />OR CAS7I.E: CLIP (SEE NOTES BELOW)
<br />
<br />: ,~.~~>~:~.;.t ~.~ ; :. ~ '.::'. .
<br />
<br />.:.,....::.
<br />
<br />NEW OR EXISTING
<br />4" 2500 PSI CONC. SLAB
<br />
<br />'RLIN (OPTIONAL - I" X 2" PURLIN)
<br />ALUMINUM OR
<br />VINYL KICJ<PLA 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) STUDS 0 EACH END
<br />((1) UNDER HEADER) NAILED w/ 1ed 0 J" O,C,
<br />
<br />SEE FTC. DETAIL
<br />PAGE I-H
<br />
<br />I" X 2" OPENBACK W/
<br />1/4" DIA. CONe. A,B. 0 24- O.C. (MAX)
<br />(1) A.B, 0 EA. POST (2" MIN. EMBED. - T'fP,)
<br />OR 1/4-' X :1 1/4- TAPCON
<br />~T ',,?~::~~':.'J:' r: :,r..> , (~{l~O~~O~Ef&~J
<br />
<br />1...,.-.
<br />I (1- I NEW OR EXISTING
<br />4" 2500 PSI CONC, SLAB
<br />w/AlONO. rOOTER (TYP,)
<br />1-15 CONT (TYP.)
<br />
<br />UTILITY ROOM DETAIL
<br />(NON-HABITABLE STRUCTURE)
<br />
<br />SCREEN ROOM DETAIL *
<br />
<br />ROOF A TTACHMENT NOTES
<br />
<br />* FOR WOOD DeCK: USE #'0 SCREW
<br />X J" LG, (THRU WOOD DECK INTO
<br />BEAM OR HeADER) 0 24" O.C. MAX.)
<br />USE (2) #'0 X IN 0 EA. POST
<br />
<br />FASTENER TO BE "ETERMINED
<br />BASED ON CONSTRucnON OF
<br />HOST STRUCTURE
<br />#10 S.M,S, X 1 1/2" 0 aN
<br />O.C. INTO WOOD
<br />ge
<br />(2) #'0 0 16N O,C. INTO WALL STUDS
<br />{)B
<br />(2) #10 X 2" (; 24" O,C. THRU
<br />3/4'" (MIN.) FASCIA INTO TRUSS OR
<br />RAFTER TAILS
<br />~
<br />1/4"~ TAPCONS C 8N O.C. STAGGERED INTO CONC, .
<br />W/ #10 S,M.S. THRU REC. HEADER INTO PAN BOTTOM
<br />J::iI2.IL 1 1/4" MIN. EMBEDMENT INTO CONC.
<br />1 1/2" MIN, EMBEDMENT INTO WOOD
<br />
<br />* REPLACE ALL DETERIORA TING
<br />WOOD; w/ FASCIA SeCURED
<br />TO RAFTER (TRUSS) TAILS
<br />
<br />CLIP A TTACHMENT NOTES
<br />
<br />CAPRI CLIP:
<br />USE (2) L 1'" X 1" X .060" W/ (2)
<br />#'0 X 3/4N TEKS INTO fA. FACf
<br />{)B
<br />CASTLE CLIP:
<br />L 1 1/2N X 2 1/8" X .050- REC. CHANNEL
<br />w/ (4) #10 X 3/4" TEKS iNTO BEAM OR, OPEN 8ACK
<br />& (2) #10 X 3/4'" TE:KS INTO EA. S.M.B, OF COL.
<br />
<br />THIS STRUC7URE HAS BEEN DESIGNED IN
<br />ACCORDANCE 'MTH THE '97 STANDARD BLDG.
<br />CODE 'MTH ALL REVISIONS TO
<br />CHAPT. 1506 FOR 170 MPH WINO VeLOCITY
<br />VOID AFTER 2- 7 -OJ
<br />
<br />DA VlD NORRIS eNGINEERING
<br />112 COLEMAN RD.
<br />WINTER HA lIEN. n. 33880
<br />(853) 29g- 1048
<br />
<br />Pg. 2-E
<br />
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