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<br />SECURE ALUM. PAN <br />W/ (4) "OXI 1/2. (WASHER-HEAD) 5.M.5. <br />OR (3) "OXI 1/2. W/J/~._ WASHER <br />INTO 2.X.r PI.Ale: <br />SLOp€ <br />Jr:f lvIltl. <br />,/1,.. I' .' <br /> <br /> <br /> <br />SHEAR WAIl ()pnON~ <br />1) 5/8. T177 ltoOD SIDING. OR <br />V1N'rl.. OR ALUM. SlOING ovm 1/2. PL l1K?OO, NAILED W/8d <br />., 6./12. O.C. 8J~S/lN7F:RA/. <br />"" 0 J. O.C. Ttk8 tk ALONG ALL HEADERS"" PLATE'S <br />(FOR SHEAR "" UPUFT) REPLACES HURR. CUPS <br /> <br />2) STORM BRA CC 1/8. THERMO PL Y NAILED PER <br />MFR'S SPeCS. .'MTH X-PA TTF:RN OF M.H. STRAPPING. <br />NAILED W/ (1) Bd AT EA. STUD OR PLATE' <br /> <br />JiQIE <br />(A) ALL UnU7Y ROOA/ WALLS ARE CONSIDERED AS <br />LOAD BEARING SHEAR WALL5. <br /> <br />(8) HURRICANE CUP TOP tk BOTTOAl OF EACH WALL <br />STUD 0 2~. O.C. (MAX) <br /> <br />(e) WALLS W/DOOR OPENINGS 0' MAX.) MUST HA VE: <br />4' (J.IJN.) 'MOTH SHEAR WALL <br /> <br />(D) IlINDOW AREA AiAY NOT EXCEED 10% OF TOTAL <br />WALL AREA. <br /> <br />SECURE ALUA/INUM PANS TO TOP PLA TE' <br />OF ENO WALL W/ #/0 x 1 1/2. 5.M.S. 0 <br />12" O.c. <br /> <br />~i!: <br />~~ <br />~~ <br />>..: ~~ <br />."'( ~ <br /><1:)::; ~Q <br />a;::~ <br />~(:) <br />::;~ <br />. ~ <br />~& <br /> <br />DeL 2"x"'. TOP PLAle: <br />(1) 2. X .,.. (IF CONr:) <br />2"x"''' lIOOO STUD <br />WALL 2.r O.c. <br /> <br />3/8. DIA. CONC. ;'.8. OR 1/4'" TAPCONS <br />o 2+" O.c. (2. MIN. EMBED.) <br /> <br />EFmO~ <br /> <br />UTILITY ROOM DETA/L /w=. 77 <br />(NON-HABITABLE STRUCTURE) <br /> <br />NOTe: J-WALL U71UTY SHF:DS MAY BE ATTAalF:D <br />OIRECTl.Y ro HOST STRUCTURE. 'M-IEN USING 1_ 1.0 <br />seCURE END WALL VE:RnCAL STUD TO HOST STRUCTURE <br />11'/ JJl10X.J. 0 12. O.c. <br /> <br />ROOF A ITA CHMENT NO TES <br /> <br />NOTe: SEE FOURTH - WALL SUPPORT DCTAIL, Iw....77 <br />OR AL TERNA TE OCTAILS FOR A TTACHING ALUM. <br />smUCTURES. Iw- 1.0 <br /> <br />FASTENER TO 8E D~TE:RMINED <br />BASED ON CONSTRUC7TON OF <br />HOST STRUCTURE <br />#10 S.M.S. X 1 1/2" (;I 8. <br />O.C. INTO WOOD <br />..QB. <br />(2) #10xl 7/2. I!l fBN O.C. INTO WALL STUDS <br />..QB. <br />(2) #10 X JM @ 24N O.C. THRU <br />3/4. (MIN.) FASCIA INTO muss OR <br />RAFTE:R TAILS * <br />{;f1. <br />1/4N~ TAPCONS ~ 8. O.C. STAGGERED INTO CONC. <br />14'/ /110 S.M.S. THRU REG. HEADER INTO PAN BOTTOM <br />~ I 1/4. MIN. CMBE:DMENT INTO CONC. <br />I 1/2" MIN. EMBEDMENT INTO WOOD <br /> <br />REPLACE ALL DETERIORA 7TNG <br />WOOD; W/ FASCIA SECURtD <br />TO RAFTER (TRUSS) TAILS <br /> <br />;1Jtf1i;; Ai! iliJ!j / >hp,o <br />- . j ""'=- /\- ~ to c: it A tI k <br />W I IV bW ~ .,- '~..JC..ro IC-'-:>> .7 <br />.f\ -.. (' '7 . /1.5> F <br />k:J;3 ~J /U e.tJ 1el'- ....::>0 f"." . <br />1/Z->/6'r... <br />.oi:.RJ-o <br /> <br />I THESE STRUCTURES DESIGNED 'M7H <br />THE 2001 FlORIDA BLDG. CODE <br />I d- CHAP. 6 OF ASCE 7 FOR 110-730 MPH <br />VE1.0CITY (3 SEC. GUST) EXPOSURE a. <br />VOID AFTER 2-1-03 <br /> <br />'MNo <br /> <br />DA \110 NORRIS ENGINEERING <br />112 :;OLEMAN RD. <br />I ~'t1N7FR HAVEN. Fl.. 33880 <br />i (863) 299-70+8 P.::' 32186 <br />I <br /> <br />Pg~ 2-~ <br />