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<br />SECURE ALUM. PANS <br />W/ 110 X 1 1/2' S,M,S, <br />OJ" O,C. INTO 2 X 4 PLATE <br />sLOP~ <br />lAIN. <br />." If" <br />11 <br /> <br /> <br />OPT/O/'/AL SHEARWALLS FOR: <br />UTILI TY ROOM <br /> <br />SEE FTG. DETAIL <br />PAGE I-H <br /> <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 vtRT. <br />STUD TO HOST STRUCTURE WI 1'0 X J" <br />o 12' O,C,) <br /> <br />NOTE:: ONL Y SHEAR WALLS &- LOAD BEARING <br />WALLS REOUIRE HURRICANE STRAPPING <br />HURRICANE CLIP T. &- 8, OF EA. WALL STUD <br />o 24' 0, C. (MAX.) <br />USE SHEAR WALL STORM 8RACE-X PATTERN <br />MTH M.H. STRAPPING W/ (1) ad 0 EA. STUD. <br />(OR) <br />USE STORM BRACE 1/8" THERMOPL Y ~ NAILED <br />PER MFG,s SPEC's. WI HURR, CLIPS PER ABOV[ <br /> <br />D8L. 2 'x4' TOP PLA TE <br />(1) 2" X 4" (IF CONT.) <br /> <br />2"x4" IiOOD STUD <br />WALL 2 . <br /> <br />SECURE ALUM. PANS <br />wi (3) /10 S,M,S,/pAN 0 j" <br />O.C, (TYP. 0 EA. END) <br /> <br />ROOF ATTACHMENT <br />SEE NOTES BELOW) <br /> <br />8' <br />MAX. <br /> <br />11000 PLA TE: <br /> <br />SECURE ALUMINUM PANS TO TOP PLA TE <br />OF END WALL (AND END WALL VEl?TICAL <br />TO HOST STRUCTURE) W/ ~10 X r S.M.S <br />" 24' O.C, <br /> <br />3" STRUCTURAL ALUM. <br />ROOF SYSTEM (TYP.) <br /> <br />"--- 8EAM <br /> <br />A TTACHEO 0 T4I:8 W/ CAPRI CLIP <br />OR CASTLE CLIP (SEE NOTfS BELOW) <br /> <br />2'x2" POST (SEE CHART Pg, I-E) <br />MAX. 6'-0" SPACING <br /> <br />.: '~'.. ~: <br /> <br />NEW OR EXISTING <br />4" 2500 PSI CONC. SLAB <br /> <br />- I" X 2" PURLlN) <br /> <br />UTILITY ROOM DETAIL <br />(NON-HABITABLE STRUCTURE) <br /> <br />I" X 2' OPEN8ACX W/ <br />1/4" DIA. CONC. A.B. 0 2.f." D.C, (MAX) <br />(1) A.B, 0 EA. POST (2" MIN, EMBED, - TYP.) <br />OR 1/4'~ X 3 1/4' TAPCON <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 J' O,C, <br /> <br />'" FOR WOOD DECK <br />(SEE NOTE aELOW) <br /> <br />SEE FTG, DETAIL <br />PAGE I-H <br /> <br />NEW OR EXISnNG <br />4' 2500 PSI CONC, SLAB <br />wlMONO, FOOTER (TYP,) <br />1-15 CONT (TYP.) <br /> <br />SCREEN ROOM DETAIL * <br /> <br />ROOF A TTACHMENT NOTES <br /> <br />* FOR WOOD DECK: USE #10 SCREW <br />X 3n LG, (THRU WOOD DECK INTO <br />BEAM OR HEADER) 0 24" o.C. MAX.) <br />USE (2) #10 X J" 0 EA POST <br /> <br />FASTENER TO BE DCTERMINED <br />BASED ON CONSTRUCTION OF <br />HOST STRUCTURE <br />#10 S,M.S, X 1 1/2" 0 B" <br />0, C, IN TO WOOD <br />.QE <br />(2) #'0 0 16" O.C, INTO WALL STUDS <br />.QB <br />(2) #10 X 2" 0 24" 0, C, THRU <br />J/4" (MIN.) FASCIA INTO TRUSS OR <br />RAFTER TAILS <br />f2B <br />1/4.~ TAPCONS @ 8" O,C, STAGGERfD INTO CONC. <br />W/ #10 S,M.S. THRU REe, HEADER INTO PAN BOTTOM <br />!:&lL. 7 1/4" MIN. EMBEDMENT INTO CONG. <br />1 7/2" 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 I" X 1" X .060. W/ (2) <br />#10 X 3/4" TEKS INTO EA. FACE <br />QE <br />CASTLE CUP: <br />L 1 1/2. X 2 I/B" X .050" REC. CHANNEL <br />w/ (4) #10 X 3/4" TEKS INTO BEAM OR OPEN BACK <br />&- (2) #10 X 3/4" TEXS INTO EA. S.M.B. OF COL. <br /> <br />THIS STRUCTURE HAS BEEN DESIGNED IN <br />ACCORDANCE 'MTH THE '97 STANDARD BLDG. <br />CODE 'MTH ALL REVISIONS TO <br />CHAPT. 7605 FOR 170 MPf1 'MNo VeLOCITY <br />VOID AFTER 2-1-03 <br /> <br />DA VlD NORRIS ENGINEERING <br />112 COLEMAN Ro, <br />WINTER HA \/EN, FL. .J3880 <br />(853) 299-1048 <br /> <br />Pg. 2-[" <br /> <br />..L!/~ ~I.~I' .~. <br />~1r~ [i. _' _ . <br /> <br />'.'.:J L ~-' . <br /> <br />nt.n <br /> <br />,,~ ..... <br />