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SECURE ALUMINUM PANS TO TOP PLA TE: OF END WALL W/ /10 X 1 1/2" S.M.S. 2 12" O,C. (AND SECURE END WALL VERT. STUD TO HOST STRUCTURE W/ /10 X J" (# 12" O.C,) SECURE' ALUM. PANS W/ (3) /10 S.M.S./PAN 0 ~" O.C. (TYP. (# EA. END) SECURE ALUM. PANS W/ /10 X 1 1/2" S.M.S. (#~" D.C. INTO 2 X 4 PLATE Sl-OP~ tdlN. ,/4-" /f'f. 8' MAX. 08L. 2 "x4" TOP PLA TE (1) 2" X 4" (IF CONT.) 2"x.r IKlOD STUD WALL 24" D.C. ~/8" TIll l+OOD SIDING OR VINYl. OR ALUM. SIDING OYf'R 1/2" PL Y. W/ 8d II 6"/12" O.C. EDGES /INTERM. ti' (# J" O.C Td:8 ti' ALONG ALL HEAOERS.t PLATES ~ (FOR SHEAR .t UPLIFT) REPLACES HURR. CLIPS 3/8" OIl.. CONC. A.B. OR 1/4"~ TAPCONS (# 24" O.C. (2" MIN. EMBED.) 2")(4" P. T. 1Ki00 PLA TE :'~':~~'~~~';.t' ~'~;:, ~ ',:~" . .: .~". :;. SEE FTG. DETAIL PA~ l-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 SP. HEADER W/ (3) STUDS 0 EACH END ( (1) UNDER HEADER) NAILED W/ 16d 0 3" O.C. OPTIONAL SHEARWALLS FOR: UTILITY ROO/vi NOTE: ONL Y SHEAR WALLS .t LOAD BEARING WALLS REOUIRE HURRICANE STRAPPING HURRICANE CLIP T. 4r B. OF EA. WALL STUD (# 24" O. C. (MAX.) USE SHEAR WALL STORM BRACE-X PATTfRN I+fTH M,H. STRAPPING W/ (1) Bd (# EA. STUD. (OR) USE STORM BRACE 1/8" THERMOPL Y dr NAILED PER MFG.s SPEC's, W/ HURR. CLIPS PER A80Yf' SECURE ALUMINUM PANS TO TOP PLA TE OF END WALL (AND END WALL VE:RTICAL TO HOST STRUCTURE) W/ /10 X 2" S.M.5. (# 24" O.C :r STRUCTURAL ALUM. ROOF SYSTEM (TYP.) "--- 8EAM ATTACHED (# T4c8 W/ CAPRI CLIP OR CASTLE CLIP (SEE NOTES BELOW) RLlN (OpnONAL - I" X 2" PURLIN) ALUMINUM OR VINYL KICKPLA TE I" X 2" OPEN8ACK W/ 1/4" OIA. CONC. A.B. (# 24" D.C. (MAX) (1) ,1..8. (# EA. POST (2" MIN. EMBED. - TYP.) OR 1/4"' X 3 1/4. TAPCON -r <~ ':~"'~" ,~', '..~: :f,,:-'. . '" FOR WOOD DECK ~ .. '~.. '~:.:,,' ' , (SEE NOTE anow) ...1I.... I ,," I NEW OR EXISTING 4" 2500 PSI CONC. SLAB w/MONO. FOOTER (TYP.) 1-15 CONT (TYP.) SCREEN ROOM DETAIL * ROOF A TTACHMENT NOTES FASTENER TO BE DETERMINED BASED ON CONSTRUCTION OF HOST STRUCTURE #10 S.M.S. X 1 1/2" 0 8" O.C. INTO WOOD ~ (2) /10 0 16" O.C. INTO WALL STUDS fJB. (2) /10 X 2" tP 24" D.C. THRU 3/4" (MIN.) FASCIA INTO TRUSS OR RAFTE:R TAILS J2B 1/4"~ TAPCONS @ 8" O,C. STAGGERED INTO CONC. . w/ #10 S.M.S. THRU REC. HEADER INTO PAN 80TTOM ~ 1 1/4" MIN. EMBEDMENT INTO CONG. 1 1/2" MIN. EM8EDMENT INTO WOOD * REPLACE ALL DETERIORA TING WOOD; w/ FASCIA SECURED TO RAFTER (TRUSS) TAILS * FOR WOOD DECK: USE #10 SCREW X J" LG. (THRU WOOD DECK INTO BEAM OR HEADER) 024" O.C. MAX.) USE (2) #10 X 3" 0 EA. POST CLIP A TTACHMENT NOTES CAPRI CLIP: USE (2) L I" X 1" X .060. W/ (2) #10 X 3/4" TEKS INTO EA. FACE .Qf1 CASTLE CLIP: L 1 1/2" X 2 1/B" X .050. REC. CHANNEL w/ (4) #10 X 3/4" TEKS INTO BEAM OR . OPEN BACK &t (2) #10 X 3/4" TEKS INTO EA. S.M.B. OF COL. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE 'MTH THE '97 STANDARD BLOG, CODE 'MTH ALL REVISIONS TO CHAPT. 1606 FOR 110 MPH mND VeLOCITY VOID AFTER 2-1-03 DA VlD NORRIS ENGINEERING 112 COLEMAN RD. WINTER HA VEN, FL. 33880 (863) 299-1048 Pg. 2-F: