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<br />>ECURE ALUM. PANS <br />~/ 1'0 X 7 7/2" S.M. S. <br />, 5 o.c. INTO 2 X 4 PLA TE: <br />51-OPE <br />~II'" <br />1/"- /fT. <br /> <br /> <br />OPTIONAL SHEARWALLS FOR: <br />UTILITY ROOM <br /> <br /> <br />SECURE ALUMINUM PANS TO TOP PLA TE: <br />OF END WALL W/ "0 X 1 7/2" S.M.S. 2 <br />12" O.C. (AND SECURE END WALL VERT. <br />STUD TO HOST STRUCTURE W/ "0 X J" <br />. 12" O.C.) <br /> <br />NOTE: ONL Y SHEAR WALLS It LOAD BEARING <br />WALLS REQUIRE HURRICANE STRAPPING <br />HURRICANE CUP T. It B. OF Ell WALL STUD <br />. 24" O.C. (MAX.) <br />USE SHEARWALL STORM BRACE-X PI. TTCRN <br />'MTH M.H. STRAPPING W/ (1) Id . CA. STUD. <br />(OR) <br />USE STORM 8RACE 7/8" THERIIOPL Y It NAILED <br />PER MFG.. SPEC'.. W/ HURR. CUPS PER ABOVE: <br /> <br />SEE FTG. DETAIL <br />PAGE 7-H <br /> <br />NEW OR EXISnNG <br />4" 2500 PSI CONC. SLAB <br /> <br /> <br />SECURE ALUMINUM PANS TO TOP PLA TE <br />OF END WALL (AND END WALL VE:R77CAL <br />TO HOST STRUCTURE) W/ /10 X 2" S.II.S. <br />. 24" o.C. <br /> <br />.1" STRUCTURAL ALUM. <br />ROOF SYSTEM (TYP.) <br />" --- BEAM <br />A TrACHED . T4dJ W/ CAPRI CLIP <br />OR CAS'n.E CLIP (SEE NOTES BELOW) <br /> <br />2"x2" POST (SEE CHART Pg. 7-E) <br />MAX. 6'-0" SPACING <br /> <br />8' <br />MAX. <br /> <br />DBL 2"x4" TOP PLATE: <br />(1) 2" X 4" (IF CONT.) SECURE ALUM. PANS <br />2"x4" WOOD STUD W/ (.1) '70 s'M.S./PAN . 5" <br />WALL 24" D.C. O.C. (TYP. . EA. END) <br />5/8" T11 1 WOOD SIDING OR <br />VINYL. OR ALUM. SIDING OVER 7/2" PL Y. W/ 8d <br />. 6"/12" O.C. EDGES /INTE:RM. <br />de " oJ" D.C. TltB It ALONG ALL HEADERS It PLATE:S <br />(FOR SHEAR de UPLIFT) REPLACES HURR. CUPS <br />.1/8" DIA. CONC. A.B. OR 7/4"" TAPCONS <br />.24" D.C. (2" MIN. EMBED.) <br /> <br />2"x4" P. T. WOOD PLA TE <br /> <br />.: ",' ~'. <br /> <br />RLlN (OPnONAL - 1" X 2" PURUN) <br />ALUMINUM OR <br />VINYL. KICKPLA TE: <br /> <br />SEE FTC. DETAIL <br />PAGE 1-H <br /> <br />1" X 2" OPENBACK W/ <br />7/4" DIA. CONC. 1..8. "24" O.C. (MAX) <br />(1) A.B. . EA. POST (2" MIN. EM8ED. - TYP.) <br />OR 7/4"" X .1 7/4" TAPCON <br />i 4.','... · ..... l;' .. * FOR IAlOOD DEC'''' <br />. '1.".~.f".'."~'I""':'.' rrl " <br />~ .' :~" .~ :.: (SEE NOTE BELOW) <br />III' .~ . .. <br /> <br />I 8" I NEW OR EXISnNG <br />4" 2500 PSI CONC. SLAB <br />w/UDNO. FOOTER (TYP.) <br />1-#5 CONT (TYP.) <br /> <br /> <br />SCREEN ROOM DETAIL * <br /> <br />UTILITY ROOM DETAIL <br />(NON-HABITABLE STRUCTURE) <br /> <br />ROOF A TTACHMENT NOTES <br /> <br />* FOR WOOD DECK: USE #10 SCREW <br />X 3" LG. (THRU WOOD DECK INTO <br />BEAM OR HEADER) II 24" O.C. MAX.) <br />USE (2) 110 X 3" II EA. POST <br /> <br />CLIP A TTACHMENT NOTES <br /> <br />FASTENER TO BE DETERMINED <br />BASED ON CONSTRUCTION OF <br />HOST STRUCTURE <br />110 S.M.S. X 1 1/2" C 8" <br />O. C. INTO WOOD <br />JJB. <br />(2) 110 C 16" O.C. INTO WALL STUDS <br />JJB. <br />(2) 1'0 X 2" C 24" O.C. THRU <br />3/4 (MIN.) FASCIA INTO TRUSS OR <br />RAFTER TAILS <br />JJB. <br />7/4'" TAPCONS C 8" O.C. STAGGERED INTO CONC. <br />W/110 S.M.S. THRU REC. HEADER INTO PAN BOTTOM <br />1:JIJlIi.. 1 1/4" MIN. EMBEDMENT INTO CONC. <br />1 1/2" MIN. EMBEDMENT INTO 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 />JJB. <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 'MTH THE '97 STANDARD SLDG. <br />CODE WITH ALL REVISIONS TO <br />CHAPT. 1606 FOR 110 MPH tHND \lE"LOCITY <br />VOID AFTER 2-1-07 <br /> <br />DA VlD NORRIS ENGINEERING <br />"2 COLEMAN RD. <br />WIN TER HA \lE"N, FL. 33880 Pg. 2 _ E <br />(863) 299- 1048 <br />