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SECURE ALUM. PANS W/ #10 X 1 1/2" S.M.S. o 5" D.C. INTO 2 X 4 PLA Tc Sl-OP~ ~IN. 1/4" Iff. ROOF ATTACHMENT (SEE NOTE:S snow) OPTIONAL SHEARWALLS FOR' UTILITY ROO/vi NOTE: ONL Y SHEAR WALLS ct LOAD BEARING WALLS REQUIRE HURRICANE STRAPPING HURRICANE CLIP T. ct B. OF EA. WALL STUD o 2.r O.C. (MAX.) USE SHEAR WALL STORM BRACE-X PATTERN 'MTH M.H. STRAPPING W/ (1) ad 0 EA. STUD. (OR) USE STORM BRACE 1/8" THERMOPL Y ct NAILED PER MFG.s SPEC's. W/ HURR. CLIPS PER ABOII[ SECURE ALUMINUM PANS TO TOP PLA TE OF END WALL W/ #10 x 1 1/r S.M.S. 2 12" O.C. (AND SECURE END WALL Vf:RT. STUD TO HOST STRUCTURE W/ "0 x J" o 12" O,C.) SECURE ALUM. PANS w/ (J) /10 S.M.S./pAN ell 5" O. C. (TYP. 0 EA. END) 8' MAX. DBL. 2"x4" TOP PLA TE (1) 2" X 4" (IF CONT.) 2")(4" ItOOD STUD WALL 24" O. C. 5/8" T111 lKlOD SIDING OR VlN'rt OR ALUM. SIDING OIl[R 1/2" PL Y. W/ 8d II 6"/12" O.C. EDCES /INTERM. el' 0 J" D.C. Tel'S el' ALONG ALL HEADERS .:t PLATES . - (FOR SHEAR .:t UPLIFT) REPLACES HURR. CLIPS 3/8" DIA. CONC. A.B. OR 1/4"~ TAPCONS o 24" D.C. (2" MIN. EMBED.) 2")(4" P.T. l+OOD PLATE :.~'~~~'~~r.'.t. ~'~;:. ~:: ~'. . ..: .,'. :.: SEE FTo. DETAIL PAGE 1-H NEW OR EXISTING 4" 2500 PSI CONC. SLAB UTILITY ROOM DETAIL (NON-HABITABLE STRUCTURE) HEADER DESIGN: FOR OPENINGS (6' MAX. WIDTH) IN LOAD-BEARING WALLS. USE (2) 2 X 6 NO.2 S.P. HEADER W/ (.J) STUDS 0 EACH END ( (1) UNDER HEADER) NAILeD w/ 16d 0 J" O.C. ROOF A TTACHMENT NOTES FASTENER TO BE DETERMINED BASED ON CONSTRUCTION OF HOST STRUCTURE #10 S.U.S. X 1 1/2" 0 8" O. C. IN TO WOOD J)B (2) #10 0 16" O.C. INTO WALL STUDS ~ (2) #10 X 2" C 24" O.C. THRU J/4" (MIN.) FASCIA INTO TRUSS OR RAFTER TAILS .QB 1/4"~ TAPCONS @ 8" O.C. STAGGERED INTO CONC. W/ #10 S.M.S. THRU REC. HEADER INTO PAN BOTTOM l:ifllI.;. 7 7/4" MIN. EMBEDMENT INTO CONe. 7 7/2" MIN. EMBEDMENT INTO WOOD * REPLACE ALL DETERIORA TlNG WOOD; w/ FASCIA SECURED TO RAFTER (TRUSS) TAILS SECURE ALUMINUM PANS TO TOP PLA TE OF END WALL (AND END WALL veRTICAL TO HOST STRUCTURE) W/ Jl0 x 2' S.M.S o 24" D.C. J" STRUCTURAL ALUM. ROOF SYSTEM (T'rP.) "--- BEAM ATTACHED 0 T&B W/ CAPRI CLIP OR CAS77..E CLIP (SEE NOTES BELOW) 2")(2" POST (SEE CHART Pg. I-E) MAX. 5'-0" SPACING - 1" X 2" PURLlN) 1" X 2" OPENSACX W/ 1/4" DIA. CONe. A.B. 024" D.C. (MAX) (1) A.B. 0 EA. POST (2" MIN. EMBED. - TYP.) OR 1/4~_ X 3 1/4~ TAPCON -f . .~~ '::"~" .~:. ~'~.: > '" ~". . '" FOR WOOD DECK <l) .. :~.. .~,:,;. . (SEE NOTE BELOW) ..#11 .... I 8" I ~f~g,'h ~X;f~~e. SLAB w /MONO. FOO rE:R (TYP.) I-IS CONT (TYP.) SEE FTC. DETAIL PAGE I-H SCREEN ROOM DETAIL * * FOR WOOD DECK: USE #'0 SCREW X J" LG. (THRU WOOD DECK INTO BEAM OR HEADER) C 24" O.C, MAX.) USE (2) #10 X J" 0 EA. POST CLIP A TTACHMENT NOTES CAPRI CLIP: USE (2) L I" X 1" X ,060. W/ (2) #10 X J/r TEKS INTO EA. FACE !J8 CASTLE CLIP: L 1 1/2" X 2 1/8" X .050" REC. CHANNEL w/ (4) #10 X 3/4" TEKS INTO BEAM OR .oPEN BACK &- (2) #10 X J/4" TEKS INTO EA. S.MB. OF COL. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE 'MTH THE '97 STANDARD BLDG. CODE 'M TH ALL REVISIONS TO CHAPT, 1506 FOR 110 MPH mND VELOCITY VOID AFTE:R 2-1-03 DA VlD NORRIS ENGINEERING 112 COLEMAN RD. WINTER HA lIEN. FL. 33880 Pg. 2 - E (853) 299- 1048