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<br />. <br />WIND BRACING DETAIL <br /> <br />- - - AL TERNA TE: BRAONG LDCA TlON <br />'* OPTIONAL BRAONG NOT REQUIRED FOR tl4ND REGIONS s 120 IIPH <br /> <br />/ <br /> <br /> <br />rn~~ <br /> <br /> <br />IYfllIS; <br />1.) SITE SPEOFlC ENGINEERING SHALL BE REQUIRED FOR: <br />A FREE-STANDING STRUCTURES a WALL HEiGHTS> 18' (> 15' FOR WIND> 1201lPH) <br />e. ROOF HEiGHTS> 25' (> 20' FOR WIND > 120 IIPH) D. NO. OF EXTERIOR WALLS> 3 <br />E. WALL HEiGHTS > 4' A80~ HOST STRUCTURE WALLS F. SIDE WALL WIDTH (PRD.ECTlON) <br />G. SIDE WALL WIDTH (PRo.ECTlON) > 41'-8- FOR tl4NDS / FRONT WALL LENGTH> 2: 1 <br />~ 120 IIPH. SIDE WALL WIDTH (PRo.ECTlON) > 33"-4- <br />FOR WINDS> 1201lPH. <br />2.) FOR EXPOSURE 'C: ItIUL TlPL Y ALL WALL HEIGHT. ROOF HEIGHT. AND WALL AREA VALUES 8Y .75 <br />(ROOF BEAUS ARE NOT AFFECTED) <br />3.) ALL SalEEN SHALL BE 18/14 OR LARGER <br />4.) ALTERNATE BRACING IN UEU OF CABLE: l-x2- OPEN BACK. OR L l-x2-K.OSO", W/(4) 110 SItIS <br />INTO EA CONNECTION PT. <br />5.) ALL POOL (SalEEN) ROOF BRACING (PURUNS) SHALL BE IJ/N. 2-x2-. <br />6.) PURUNS, OR CHAlRRAlL. "'UST A TTACH TO BEAM. OR COL, UWZlNG INTERNAL SCREW <br />BOSSES (WN. (2) 110 SItIS); OR INTERNAL OR EXTERNAL. t. aJPS, OR V' CHANNEL. <br />W/(IIIN. (2) 110 SItIS / FACE). <br />7.) CABLE BRACING FASTNERS (AT EA END) SHALL BE ANCHORED W/ WN. (4) 110 SItIs, <br />OR (1) .J/8-" (x 2- 1tI1N. EJ/BED.) CONe. ANCHOR OR (2) 1/4-" (x 1 1/2- IJ/N. EJIBED.) <br />CONe. ANCHORS INTO WN. 4- (NOIIINAL) CONe. SLAB. <br />CARLE BRACING FOR POOL CAGES <br />1. A) PAIR OF CABLES: (2) 1/8-" s.s. CABLES BRACED IN OPPOSITE <br />DIRECTIONS, APPRDX. 45' TO GROUND. <br />8.) ALL CABLES SHALL ATTACH FROItI THE TOP RAIL TO THE BASE. <br />2. TO CALCULATE NUItlBER OF CABLE PAIRS ALWAYS ROUND UP TO NEXT <br />'MfOLE NUItlBER (Le. 2.1=3) <br />FRONT WAil BRACING REOUIREUENT <br />A. (1) PAIR OF CABLES IS ItIIN. REQU/REIIENT <br />8. SCREEN AREA = FRONT WALL AREA <br />+ 1/2 SIDE WALL AREA. <br /> <br />SIDE WALL BRACING REOUIREItIENT <br />A) USE SAllE VALUES AS FRONT WALL <br />B.) SalEEN (WALL) AREA = SIDE WALL AREA <br />e.) PAIR OF CABLES = (1) CABLE BRACED BACK <br />TOWARD HOST STRUCTURE <br />D.) I:JD. CABLES ARE REQUIRED FOR WALLS: <br />~ ISO 5.F. OR ~ 10' IlIOJH (M\IDS ~ 120 1tIPH) <br />~'fIn 0: F f1R ~ B' IlIOJH fWM<<)S > 120 1tIPH) <br /> <br />/ <br /> <br />-.l <br />-l <br />~~ <br />...~ <br />Q'-- <br />iiI <br /> <br />(TYP.) 2-JL - DIAGONAL WIND <br />BRACING W/IIIN. (2) 1/4-" <br />THRU BOL TS II EA END OR <br />PER DETAIL - Pg. 1-E ~~ <br />PROJECnNG POOL CAGE <br /> <br />PLAN 16'-8- PROJ. PLAN 25'-0- PROJ. <br /> <br />ELEV. <br /> <br />ELEV. <br /> <br />PLAN II 'L' OF HOUSE <br />NON-PROJECTING POOL CAGE <br /> <br /> <br />CABLE (OR <br />K -BRACE) <br />REQUIREJlENT: <br />SEE SIDE WALL <br />TABLE <br /> <br />SIDE ELEV. <br /> <br />;.e; <br />a:~ <br />~ <br />~~ <br />,~~ <br />:lc...lIS <br />~~~ <br />~iiI~ <br />~~~ <br /> <br />. <br /> <br />PLAN 33'-4- PROJ. <br /> <br /> <br />PLAN 41'-8- PROJ. <br /> <br /> <br /> <br />. EACH ADDITIONAL <br />EXTERICR BAY <br />BEYlJJJ) 41'-8' <br />HilST BE BRACED <br /> <br />ELEV. <br /> <br />. ELEV. . <br /> <br />.. tJD1I; 2-x_ - PURUNS ~ DIAGONAL <br />'MND BRACING SHALL BE IlITERED TO <br />FIT AND LDCA TED 'M1HJN THE PLANE <br />OF THE STRUCTURAL FRAIIEWORK <br />(NOT SURFACE IlOUNTED)" <br /> <br />TlONAL <br />~- BRAClNG- <br />(SEE DETAILS BELOw) <br /> <br />TYPICAL POOL CAGE ELEVATION <br /> <br />K-BRACE DETAIL <br />NOTE: IIA Y BE USED IN UEU OF CABLE BRACE FOR WALLS <br />s 10' HEIGHT OIIND s 120 HPH) <br />~ 8' HEIGHT (WIND> 120 HPH> <br /> <br />CORNER <br />POST- <br />TOP <br /> <br />CONNECTION DETAIL: <br />WN. .06- PLATE: <br />W/ (4) /10 SltlS/IIEJIBER <br />II 5/8- O.c. II/N. <br /> <br />POST <br /> <br /> <br /> <br />AL . <br /> <br />CORNER <br />POST - <br /> <br />-~~ <br /> <br />,:~: ~ <br />PLAN PLATE <br />THESE STRUCTURES DESIGNED 'MTH THE 2004 <br />FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT <br />& CHAP. 6 OF ASeE 7 FOR 110-150 MPH <br />'MND VELOCITY (3 SEC. GusT) EXPOSURE 8 & c. <br />VOID AFTER 2 1 09 1..77 <br /> <br />DA VlD NORRIS ENGINEERING <br />112 COLEIIAN RD. <br />WINTER HAllEN. FL 33880 <br />(863) 299-1048 P.E. 32186 <br /> <br />ALLOWABLE SCREEN <br />(WALL) AREA / <br />PAIR OF CABLE <br />BRAces (S.F.) <br />450 <br />394 <br />J50 <br />.JOO <br /> <br />WIND REGION <br />(IIPH) <br /> <br />~ 120 <br />~ 130 <br />~ 140 <br />~ 150 <br /> <br />Pg. <br /> <br />1-A <br />