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<br />MAXIMUM ANCHORS SPACING FOR E,O, - AS SHOWN ON SHEETS 6 & 7
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<br />�. .:. PLATE PLA76 4 q t
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<br />.. .. RE'INARED - > REOSIFW.O e f., I- _I_. I :w
<br />,�TERNATTYE R-TAW Aim` ?Ajj E R.-1B1M AL g( l�Tl��E_iR 0
<br />O REGULAR PANELS Q ilEE SA�E1Y pjU�iL It IJFF'WS tElT P EL
<br />WALL MO NGS s On"-f% WALL 110UNTiNG s
<br />SCALE 3/9-1' SCALE 3/8-I'
<br />;04 A. T'f/ 1A?/A�-
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<br />OATS x 24 GAGE GALVANIZED STEEL STORM PANEL ORAW7 BY..
<br />1 rl
<br />. INSTA:LA ON ARE ONLY VALID FORA:S.D. OFS.GN
<br />PRESSURE RATINGS (P-s.i) AND PANE! LQ4GTH5 AS ''�T * ` j aN/V/2=
<br />PER ELEVATIDN QN SyEET IL S : STATE4- — I '"� LL. GLOBAL PROTECTION PRODUCTS, LTC, Dt�E
<br />2, FOR NEW WOOD FRAME CONSTRUCIYON; WOOD `', n f"...�"' �-�-- . ' a -. -_ +ova S.w. 6, Slrw
<br />MEMBERS TO IiTH '>:ii1411 .• s NY,3m.m wx WIWAdW#N; A. PAYE EL3T3ta
<br />EM RS 8E S0 NE No G1
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<br />MAY A,&D.
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<br />w MINMUN AN01aR SHM Hp9 sm MNNMVM ma DMIANCE ARE 1}YJa'ASEO'. ON " $01COULL TOR E.O.
<br />USES it" INDICATED, ON S 14E IN 01,cc ANNINt SPACING SY ARI,TWLVINC SPAM "PAN ON
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<br />+' SPACINI.S ONLY VALID WHEN SPACER lS U5ED. SEE T 1 FOR GAG A,S.D.
<br />DESIGN LOADS & PANEL LENGTTdS WHEhf: SPACER 45 USED.
<br />tANCHOR a 9" O.C. -._ NCREtEPOR ED
<br />REQUIRED
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<br />LENGTH
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<br />6'-B`
<br />> 40 PSF TO 50 PSF
<br />6'-2"
<br />> 50 PSF TO 60 PSF
<br />5'-W
<br />A MAX- PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ b SPACER AT 12 1/2` OZ.
<br />D. 44167 = a�zB TAtaO' 24 GAGE GALVANIZED STEEL STORM PANEL lm
<br />* * •T - DRA11 ar.
<br />F_..
<br />STATE #'"�- / I Ir ' C : GLOBAL PROTECTION PRODUCTS, LI.C. oT"s= m
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<br />iNSTALLATIQN
<br />QUAILS
<br />FOR LIFE SAFETY PANEL
<br />INTO POURED CONCRETE
<br />QR CONCRETE BLOCK STRUCTURES
<br />E%i571NG POURED
<br />114*9 TAPGON__ �cL517NG POURED 1/4^0 TAP(
<br />_
<br />O C MGRETE 4R
<br />i^ : CONCRETE 6i0CX
<br />+,.�' i REQUIRED.
<br />ANCHOR i 9. O C .` CdHd4ETE OR ANCHOR 0
<br />" ' CONCRETE BLOCK.
<br />REWfRE'D.
<br />. f75
<br />k i
<br />1" MAX.
<br />S' PANEL LEMON
<br />(SEE ELEVATION
<br />ON SHEET 12 - }
<br />i
<br />Or'
<br />6"
<br />Pi
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<br />+i/a'e T+�CON 'Y
<br />,� 1/4°e TAPCON _.
<br />ANCHOR O 9* O.a',
<br />ANCHOR Q 9" OC.
<br />EXISTING POURED CONCRETE DR
<br />EXISTING POUND CONCRETE OR
<br />CDNMETE K= RECURRED_
<br />SECT" ION R-1A
<br />O REGULAR PANELS 1?
<br />-CONCRETE BLOCK REQUIRED.
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<br />MOUNTINGS
<br />SCALE al& i-
<br />Ste SHEETS T3 N is F()R ANCHORS
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<br />TYPE a 9PAZING I'M WWATIONS INTO
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<br />EOOE MUNCE .ARE 04CATEO ON THIS
<br />SCHEDULE TOR E.D. LESS THAN INDICATED
<br />ON SCHEDULE MULE MCI" VAUMO
<br />3
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<br />SCISIDW-C BY T11E 1"OU.QWWG FACTORS.
<br />TOR TIPS OPERATION SO ii POSSPBLL
<br />mum SPACING 01114MED USING
<br />ACTOR S1tALL NOT BE t8b TIUN
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<br />>2NCNIDR i 9' O,C. ANCHOR 0 p' D.C.
<br />Et is BIG PORED CONCRETE OR £XiSTwO POUgE"D CONCRETE OR
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<br />O O LIFE A PANEL
<br />IIRIYNryN,,,- SCALE 3/a-i'
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<br />INTO WOOD STRUCTURES
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<br />REQUIRED ! d TS i I/4^A PANELMATE PLUS REQURED ( ( 1/4"e PANEL,MAtE PLUS
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<br />a `3f e3 n.. IN } O
<br />ANCHOR la
<br />o 1r2' D.C. ANCHOR 32: 1/2'. D.C.
<br />a 1: �71,
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<br />�!.L iT;AQ PiH_Ft5 � ��pANEL
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<br />i14UNTINGS rc.. A :.... 'yy
<br />StJAE 3/8-t" `,CEN c•` �.
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<br />- 0.4416T = FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone
<br />S19It5 = *' * : - axoio 1w.7Rm. W. 24 GAGE GALVANZED STEEL STORM PANEL F'"'
<br />— — TRnwN Dh
<br />STAT EO F i4=
<br />t. INSTALLATION ARE ONLY VALID FOR MAX,.AS.D. r ..--...4.
<br />DESIGN PRESSURE .RATINGS (p.9,f) AND PANEL. %,.'G,C;.• fiSOR : AAA • GLOBAL PRi�TECTI(�N. PRODUCTS, I.I.C.mM�
<br />iMt, + TNTE
<br />LENGTHS AS :PER ELEVATION ON SHEET 12. f, •••.....• :IE
<br />F N WOOD FRAME CONSTRUCTION: 0 O D' "Ao SJ... i� - , 4 NQ rmp4PAYY S.W. m. sttmx
<br />2 OR NEW OWOOD t7NAL• } NN
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<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ANNHupiMNd1 G' Nr.. s: NMm "..m'''""*Atn -fn1 PHWHE`:. {BB4)aBo-'+, TAM: {9aa2-R71N 20-175
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<br />QENSITT Of 0.55 OR EQUAL - 4i9-ItO66?'a YHA. m1R.wwr 4«e :±w" m P!MN/fo N>
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<br />SHEET NO.
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