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<br />SECURE ALUM. PANS <br />W/ 110 X 1 1/2" S.M.S. <br />(I'" O.C. INTO 2 X 4 PLATE <br />5\..OPE <br />MIN. <br />.... If" <br />11 <br /> <br /> <br /> <br />OPTIONAL SHEARWALLS FOR' <br />UTILITY ROO/vi <br /> <br />Norr: ONL Y SHEAR WALLS et LOAD BEARING <br />W..ILLS REOUIRE HURRIC..INE STRAPPING <br />HURRICANE CLIP T. et B. OF EA. WALL STUD <br />(124" O.C. (MAX.) <br />USE SHEARWALL STORM 8RACE-X PATTERN <br />'WITH M.H. STRAPPING W/ (1) Sd (I EA. STUD. <br />(OR) <br />USE STORM BRACE 1/8' THERMOPL Yet NAILED <br />PER MFG.s SPEC's. W/ HURR. CLiPS PER A80\l[ <br /> <br />SECURE ALUMINUM PANS TO TOP PLA TE: <br />OF END WALL W/ /10 X 1 1/2" SM.S. 2 <br />12' O.C. (AND SECURE END WALL Vf:RT. <br />STUD TO HOST STRUCTURE WI "0 X J" <br />(I 12" O.C.) <br /> <br />8' <br />MAX. <br /> <br />DBL. 2"x4" TOP PLA TE <br />(1) 2' X 4' (IF CONT.) <br />2"x4" IiOOD STUD <br />WALL 24" O. C. <br /> <br />'/S" TIll lIDOD SIDING OR <br />VlN'rt OR ALUM. SIDING OVER 1/2" PL Y. W/ 8d <br />II 6'/12" O.e. EDGES /INTERM. <br /><i' (I J" o.c. T<i'B <i' ALONG ALL HEADERS &' PLATES <br />(FOR SHEAR &- UPLiFT) REPLACES HURR. CLiPS <br />3/8" DIA. CONe. A.B. OR 1/4"~ TAPCONS <br />(124" O.C. (2" MIN. EMBED.) <br /> <br />SECURE ALUM. PANS <br />w/ (3) /10 S.M.S./PAN II'" <br />O. C. (T'rP, (I EA. END) <br /> <br />ROOF ATTACHMENT <br />SEE NOTES BELOW) <br /> <br />2"x4" P.T. 110000 PLATE <br /> <br />NEW OR EXISTING <br />4" 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 s.p, <br />HEADER W/ (3) STUDS 0 EACH END <br />( (1) UNDER HEADER) NAILED w/ 16d 0 J" a.c. <br /> <br />SEE FTG. DETAIL <br />PAGE l-H <br /> <br />ROOF A TTACHMENT NOTES <br /> <br />FASTENER TO BE DtTERMINED <br />BASED ON CONSTRucnON OF <br />HOST STRUCTURE <br />#10 S.M.S. X 1 1/2" 0 8" <br />O. C. IN TO WOOD <br />.QB <br />(2) #10 0 16" O.C. INTO WALL STUDS <br />{)B. <br />(2) #10 X 2" " 24" D.C. THRU <br />J/4" (MIN.) FASCIA INTO TRUSS OR <br />RAFTER TAILS <br />.QB <br />1/4"~ TAPCONS @ 8" D.C. STAGGERED INTO CONC. <br />W/ #10 S.M.S. THRU REG. HEADER INTO PAN BOTTOM <br />!:&lI.:.. 1 1/4" MIN. EMBEDMENT INTO CONe. <br />1 1/r MIN. EMBEDMENT INTO WOOD <br /> <br />* REPLACE ALL DETERIORA TING <br />WOOD; W/ FASCIA SECURED <br />TO RAFTER (TRUSS) TAILS <br /> <br /> <br />SECURE ALUMINUM PANS TO TOP PLATE <br />OF END WALL (AND END WALL VE:RTICAL <br />TO HOST STRUCTURE) W/ /10 X 2" S.M.S <br />II 2..," O.C. <br />3' STRUCTURAL ALUM. <br />ROOF SYSTEM (T"rP.) <br />"--- BEAM <br />ATTACHED (I TetB W/ CAPRI CLIP <br />OR CASTLE: CLIP (SEE NOTES BELOW) <br /> <br />- I" X 2" PURLiN) <br /> <br />I" X 2" OPENBACX W/ <br />1/4" DIA. CONC. A.B. (124" O.C. (MAX) <br />(1) A.B. (I EA. POST (2" MIN. EMBED. - TYP.) <br />OR 1/4"' X J 1/4" TAPCO/I/ <br /> <br />.r <~'::"~"~' ~~.~.: Y,:.' '" FOR WOOD DECK <br />~ .. :~.. '~..:.' . (SEE NOTE BELOW) <br />..',. .. <br /> <br />I 8" I ~f~s% ~~f~NJ.c, SLAB <br />w/MONO. FOOTER (TYP.) <br />I-IS CONT (rYp) <br /> <br />SCREEN ROOM DETAIL * <br /> <br />* FOR WOOD DECK: USE #10 SCREW <br />X J" LG. (THRU WOOD DECK INTO <br />BEAM OR HEADER) " 24" O.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 EA. FACE <br />I2E <br />CASTLE CUP: <br />L 1 1/r 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 J/4" lEKS 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. 1505 FOR 110 MPH mND VELOCITY <br />VOID AFTf:R 2-1-03 <br /> <br />DA VlD NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HA lIEN. FL. 33880 <br />(853) 299-1048 <br /> <br />Pg. 2-E <br />