|
L
<br />SAFETY.. �( E-Z HANG STORM PA¢�ilr. � —SYSTEMS
<br />_
<br />'� � _.L-;ram;,} �/7•+p (/7��I OR PAIRED eorioREtE.
<br />lam' ,©'+!]. .,t'7 f... _
<br />. . w
<br />ON B& T
<br />APPLICABLE
<br />MAXIMUM ANC SPACING FOR E.D. +� SHOWN SHEETS
<br />M HORS /u" M A6iX. A5.0. MAXIMU
<br />DESIGN T6l10/ PANEL
<br />PRESSURE RATING TAPCON LAG SCREW PANEIJL/ITE PANEUMTE WOOD BUSSTYItG �'�{
<br />.Ll. FEMME 6 PLUS t�W1i0N {1l.)
<br />iP ) OF TNPSE
<br />73".. t$" 13" 23" >•3" iW iiW�
<br />J J
<br />tW W
<br />• , " Biz" 6 ,/2' 6 1/2" a /2 8 j2 / iTCP)
<br />- - 8 i/l' 72 1/2' 6 if4' (BbTT.•) 5'-O'
<br />- r B' B' e' - CROP) La
<br />Jw
<br />8' B' 8' 8' (BOTTOM)
<br />73` 13" 13' t}" f3' {TOP)
<br />-a5 W
<br />W
<br />13, 8 1/2'
<br />1 i3' {,O�
<br />LESS 13` 3
<br />t3` t3' 13` 73' 6' PW {fK1T7OM1
<br />B t/2• 6-i./a' 6 7/z' 6!/a` 6 7/2- (Ter).
<br />1 ' 1 11. " 8 a' �x-o•
<br />B a Y 7 iB�-y j
<br />L l 2` 8 2 iTDP)
<br />a'-L'
<br />a (BORD -
<br />! a" X" - •RJ / /
<br />O �12"� 1
<br />iW (�
<br />fT 1/2"
<br />13'`.. 't3„ -.- 1S" � � 7J" B 4 ,2" aw {O$ttl'NQ
<br />-1--1
<br />N
<br />O
<br />N C6 O _,_e
<br />U
<br />N Q
<br />CONCRETE DOCK ,08 WOOD 5jRYCTU8ES._YAUD__fflR REGULAR. ft FOR
<br />.. INSTALLATIONS AS PER SECTIONS T RU ON SHEETS 4 & 5 -SCHEDULE EO • 0)0 4— Cn "~A
<br />(VALID ONLY FOR PANELQ NSTALIJ TH b )
<br />(VALID ONLY FOR PANELt+i lNSTALLATIDNS AS PER SECTIONS 1 THRV 6, ON SHEETS } & 5)
<br />O _0 V -
<br />Ill
<br />O "L
<br />OC O LL
<br />CO C -•F-+ L� M
<br />O
<br />CON O >
<br />.o O
<br />A, L_
<br />W
<br />` S.- 1. '^ W
<br />V!
<br />Co
<br />,2
<br />. �I
<br />^ L'
<br />.� vl 41
<br />�.:.,.-.,.�..,..w. -
<br />w.. « »� .�,. a _
<br />r•-MA}GMt/M PA)tEL
<br />_WbCk OR A$.D. DESIGN ti4WLIDWH
<br />#0 PSF OR LESS LESS 6'-8.
<br />> 40 PSF TO 5D PSF' W-P"
<br />> 50 PSF TO 60 PSF 5'-10•
<br />6 MAX. PANEL LENGTHS ARE Y YAUD FOR INSTALLATIOt15 a MAX,PANEL LENGTHS ARE (N1 Y VAUD FOR INSTALLATIONS
<br />+tit.}NiniTN4i W/ SOLID SET ANCHORS & W/SPACER AT 12 1/2` O.C.now" a
<br />t4N4uniAluj�lw W/ SOLID SET ANCHORS & W/ B(�/ SPACER AT 12 1/2' O.C.
<br />CEN "', ✓ 5 FLDR(DA BURRING CODE Non Nt h Yatoot NuFFioanb Zonb)7P STATE OF .1 /,*tr'r
<br />G-'3 `"'• FLORIDA BWLDING CODE (Nan NS h velocity Hu Dan* Zone)
<br />95 eim m TomtL W. FA'. - C204 ILI= ime F3•.
<br />1 13 a Od1 - 24 GAGE GALVANIZED STEEL STORM PANEL DRWF �: 441;,�V'�-
<br />_ 24 GAGE GALVANIZED STEEL. STORM PANEL DOWN m
<br />74 ' F f C' o7/n/>= -rUt t4�, of,21,11"
<br />L C t sBeG. GLOBAL PROTECTION PRODUCTS, 't7JG. uor TE O- + L' C Zi 1Ne, GLOBAL PROTECTION PRODUCTS: t1C. wm
<br />s ATE ' 9 ,
<br />.t7 ,.• k twaH tX4rm4{ev Iepb sm. s13rm.T'•"Et",
<br />R10;Twr It mrw Sri
<br />'"r '4' •2,i'9^•LL'7 Ne.. a..w, r ilw.wger �R n ifrw: BM1E. FL. w;lY sws SL..a ffi w:we LnLM n sun
<br />Oiiiil`. 6tlYYCF xG-#?5- 20-175
<br />+�,�F�{. '..,,,.",.• 'L •, f ` iW { ttnl L/{,.ITL7 • Ave z.}eft , l PiwFR: {rmiiitw-7SW, FA%: (M+H66-b79Y _ ,... • •-•.9r+' V.% . -,LTe , t„ • (4tlj M_ln, PHMW_ (S64)Fek-7Ja4 FA10 (664)W"U?
<br />�Ai t T e. aw6w in+ n4..4 .P. ... ww.. .L VIC B, �sr 0 `j cA_uDaew,.P�'" ru. eves 4» m r m _ aR4Wk{a wm
<br />TUI iiinlq.. •A41Ep A X,. ?,L r -!�
<br />e W M 1k 11 s,tRlt+ut IIMb/0+'fn _W73#ER F+ k., P.E. M 6 eNtlt Sa OY 4{ i L I
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL �?
<br />IJAxi1tUM �,S,n, nEclru PRESS RE RATING (cs.s�f.� A�jRR PC3 j(NItdUI�..ANGHOR._ SPACING INTO POURED CONCRETE 0R CONCRETE BLOCK STRUCTURES
<br />1/4-0 TAPCON_ EXISTING POURED 1/4.0 TAPCON,_ �� Eppf(ISTING POURED 1/4'r TAt:T! .FI(ISTptG POURED 1/4•0 TAPCOI{-. _- 7N'XHiED
<br />SCHEDULE FOR REGULAR MRM FA ELI INSTALLATIONS INID WOOD. SIRUCTUR � �ANCHOR O e' 0C ^_CONCRETE OR ANCHOR O 4 D.C.' j...-�ONCRETE OR ANCHOR e, 8" OC CONCRETE OR ANCHOR O e" O&. �GlETE OR
<br />CV
<br />(VALID ONLY FOR PANEL ®1N5?ALtATIONS A5 PER ALTERNATIVES 1W TtiRU 4W, ON SHEETS 6 z+z i)
<br />+' CONCRETE BLOCK I '.. CONCRETE BLOCK CONCRETE BLACK ' CONCfITE BLOCK N
<br />F J .: REOIiIREO. �• , .REQUIRED. �; �: REWIRED, �, . RE9Vi73Eq,.
<br />.` t 'w`' �:o :`
<br />.,1 0
<br />F - / ' # ' t 2' 1 " S r= 2 2 f2 /
<br />i a" a' ' Ile if t l d /
<br />I r I {/ � [V
<br />r
<br />of . _. ,-.. .�::___ --.-w,..__ - r _ a2
<br />ANCHORS r I 'o
<br />N !' f
<br />s: -i �./
<br />) tt > i 1 ( f.L3
<br />E.O,L f. t EDe f I E:D• € 1 a• Edo - I L L
<br />/ / t C� 7
<br />,� I
<br />r: I / o
<br />ca
<br />Kw 7• 1 % {j\
<br />..� f i
<br />r,
<br />i
<br />«-.f s;+fr. s./- 1 ._/,fi I 1 -� '+. t __ F ,. :Fit CM
<br />N
<br />4�7 f �F f T,:J ax
<br />I
<br />6L i 7 Min. t 1 W. 7 R a p C R �
<br />1
<br />t 1 - t R R-iEVARArgN N--5E➢ARA ss.
<br />II }'C
<br />I O
<br />1 a4- 1' EX 1 >_
<br />M28e YV+{' t f
<br />} 1 / ISlitl4.1 1 EX T G i TO CxA55. iSTIP1z N D IA55. II
<br />r N
<br />J ea.A w
<br />// Lars w : w s i G1J55 -'u eats w EXL4T1 §S .,s &Xis EKI5T1 .
<br />pit i� u -' � a
<br />GLASS 4 ��- - il--11 fD'E FLRPN6 p� -'�, �"' Ar Fes :.,, GASS a:___.-_,/�-J` �_:. ¢0Y xN PNIt � -j .tt u .,fir N �
<br />Il ( tDN,r tRa r-L7 I n i ii 1 IaSitM ITER r-dj 1 a I C C3 `�
<br />n , :_ __
<br />t 8 I 1" MAX. II L MAX, R i 1. MAX. •.•• C
<br />a 9 1 4iPR.
<br />_. L _ .3 a . _ _ _._.a.---
<br />- t _
<br />N ANEi LENGTN PAN PAN LENGTH 6 PANEL LENGTH 6 EL LENGTH C
<br />1 EL e I 1 T
<br />{ I
<br />_ SEE AT70N ._. SEE EIEYATIDN a SEE ELEVATION
<br />91- - - ON ELEVATION N I _ . _ t 8.£V iI--SEPAaATroN l..v._ t _. .,____ - ( V g 1 Mln. ( ON SHEET ter) 6 _-. -._± } ON SHEET i?) 0 ,- Min, ' ON SHEET 12) Il i_ ON SHEET r2) 3 R
<br />TIOM ITT 1 1 3
<br />r0 GLASS. W ,m
<br />Ter ayss, m R __ .. ! ' a-- COL..__ ' �._.�
<br />u R R 0
<br />1 d
<br />I I
<br />C 1 I 1 I O
<br />a
<br />1
<br />w
<br />I r
<br />»+ f I tE
<br />J f1' i'1
<br />1 1. r ✓'.
<br />1✓04 _�_. -1 - �__'� �___ ; �., G<;r i i %F fdx'' ! f� .,>.% . t2 ` rL . I 6• _
<br />,,. r
<br />rr 1 I yx� I
<br />C F r
<br />t
<br />i f i 1 ,v`. 6
<br />'r i' A 1. � a �� w l ✓ 1 LO 1. .0. !' E.D. - r:o , E.O. E.O,. / „ E
<br />1
<br />i r' • r, I O
<br />f"r / I r.: I CF+" , i ,1 , 1
<br />rr .r.� , .�:.�' ,r, a
<br />t 7
<br />I il
<br />/ r
<br />1 Fru�a DESIGN LOADS a, Paz. PANEL CON sP l i 1
<br />TABLE ` t FOR MAXA:9,D. DESIGN. E'GADS & MAX.PANEL: LENGTHS WIN SR4CEfi. : 15 SEE TABLE MAX.TW3C DESAN LENGT)15 f . ,?< 1 ere , t I r u oc'. r l
<br />SEE` ,t o: '.,> +h' ;.;J! to ,
<br />,NG` t 'fNY 6 .. 1 ac � i :: EO ', __-t....... ..,._� 'EO7" _. _-....__.__�,.__.__..4 0
<br />USED, CORRESPONDING i)NLY TO ALTERNATE 2W ON SHEET 5 USED, ONLY D ALTERNATE 24Y SHEET
<br />r 1 /
<br />3/4 A ._- _L_ ._,.__T ; `'`I ,...—._L__.._J Eq I >' ,'3'. xat i M3. El t e . -HE, ws.
<br />,y r, it eats It � u ri
<br />TABLE �1.� I r,< ._�` j ^- . e 7R 1 a.a. //,f+` , e t21 4c
<br />t`dJt -��dJ, . r
<br />A 5 0. OESidd LOAD MA>OIUM PAT#]11
<br />I 1A/NaCHOR o a Q.C. `)/ANdrow a sN O.C. _ IfAN+ajo oN o.C: ANCHOR 0 W D.C.
<br />lETlGTII 1 EXISTING POURED CONCRETE DR EXISTING POURED CONCRETE OR EWSTING POlRtEO CONCRETE DR EX SDPK f QUREb CONCRETE OR
<br />}0 PSF OR LESS 8'-8' -CONCRETE BLOCK REW RED. 7CONCRETE BLOCK REWIRT]1, yL kKYLEFf RIS K REWRi€D, TONCRETE BEOCK REQUIRED_
<br />> 4o PSF To so PSF 6'-z' O R I 1 R PANELS SECTION R-t B err -
<br />PS71� a LIFE SAFETY P,A� O REGULAR PANELS
<br />> 50 PSF TO 60 PSF 5-10"
<br />A MW PANEL LENGTHS ARE I ONLY
<br />VAUD PANEL OR I PLUS NIONS WALE 3/8-1. a )'\ R. rl arrx
<br />WAj,,4 MOUNTINGS klQ4� NGS
<br />MATE F-944LE
<br />KAT
<br />Nyp.}H1lnilti2ryln SCALE 3f8e1"
<br />fr
<br />ANCHORS & W/ �4 'Wff4 jr 1/2 D.e, � "ti , -EN}T�-,!I�',
<br />,.,,.. ,
<br />�* • .. �+ WG. d
<br />ER 4167 x FLD I WILDING CODE n o uFri on C $ ,, i A BU INS COD R i h Veloci urNcons Zons - R DA B kD G O E No Lid it Velocity N cone Zone
<br />a>. �} FLDR D )LD E Np N N "
<br />F
<br />1Y.TECD.
<br />: n24n -.. WC, 1. t2
<br />v N 4A1B7 s Q9 24 GAGE GALVANIZED STEEL STORM PANEL nPun en STATE OF _ 24 GAGE GALVANIZED STEEL STDInI PANES moon Im
<br />*j
<br />o ATE OF w 11 L GLOBAL PROTECTION PRODUCTS. LAC. o7n� eCAM.' - GLOBAL PROTECTION PRODUCTS U.C. " n`/"`10
<br />9 ., 41148 s,W. ST sorE, / SFONA7.5i_�
<br />t /ASWANY on s.w. si SABER
<br />% O k4�'; ' 'M,t` otter: ti :;ati4 '- sru •. ••we 4' �Lroaw. n aan oaa. n. slxa _ 4
<br />.� ON �� �ta a y' 2.e+ _, f.>i, m wnn L+mc n 3tln Ztl-17520
<br />'�. Fun' ..,.,••thC? rs»n mrrM wNa47m-,ul s4o a tas.Hm-7ea mX; Cnsomm, elw
<br />' 4 0; N CA-DW710 "`�' '®"'e' oa+.eo xe: - - to-ma�ita iawm. ruz o bRN4en Le
<br />/,
<br />ii$il.a,r :.Pml -xsa6.Fa: poe m-,ai. pN01C (L64)85e-'1e4i. FRY; (e34 -biiT •-
<br />Pt SfALJ910fNtME/GiE 1X R RlR N PE "t-,o en LBEf t3 M 1S
<br />IIII Ilililll WALTOtA 'IXlft PE m"u L4yEF 1t OF iR
<br />INSTALLATIONN DETAILS FOR FIFE SAF�",t�. PANEL ilk INSTAUAIIQN WAILS Egg.-M. SA EM PANEL I
<br />INTO POURED CONCRETE OR CONCRETE BLOCK SIOMOURES
<br />1/Ce TAFCON E31rSRNC POURED 1/L`w TAPCDN -„-,;, x,._,-ISTiNG PODRED
<br />ANCHOR 0 it o,C, DRk7E OR ANCNiRt O B` OF CONCRETE DR HEADER
<br />Y CONCRETE BLOCK I CONCREtE BLDCK U) _
<br />"I1 REWIRED. tEWRiED..
<br />.r N
<br />I%% (D ^1
<br />! ! 4SK�__-_---I �r EtAx. _�.----7 12
<br />1
<br />E0.w ti��„' Epe 71f.''.
<br />1 F -:I. : i
<br />''rt . f _.
<br />` >rs: ��
<br />" e--gEp;INBt'rM- I
<br />I i 4lah-sL.t• R TO GLASS. _rf4"P.Rwt•.
<br />r"r , lots w • � 0 Lai6 w
<br />EX(sT#,(,1G�,a
<br />A, EA
<br />CL a5S � _ _'___ > :,A. ., _1 ,:-t; �. R `, `t"
<br />8 I uT'DAt ao4 r-4rt fatlsR 0
<br /><�
<br />I{_!
<br />CLASS .f. ,„
<br />R C
<br />�r
<br />8
<br />I
<br />L'
<br />A t
<br />1' WX
<br />PANEL LENGTH R-' _.__.t__-- 5" SANEL. LENGTH
<br />$ _-_,� .._...-.r ,...' (SEE ELEVAtkiN 8 ... I , t EE EI.EVA1)
<br />1 7 N.. ON r Ia) n _r-__ .._.___._4 oN SHEET az}
<br />TO GLASS. i 4 I U)
<br />5 i ---F'
<br />t r1
<br />I , U
<br />EaT;FDtO PWrRE EDL i DUSTING POURED: f O� v;1 )1
<br />CDNCRRE OR'' .' 1 _iD =3
<br />CIXiCREfE OR I - -
<br />I �11 - I.- -
<br />CONCRETE BLOCK .'Y `LJ C 7E BLQCk t: •: � ;i' Y7 I -_ T�
<br />REOLRRED. i ' I 12 Vr' cc RE7NX7t}D - ''/'. -'' 1 (Mw'lut ' V
<br />%
<br />nor-------_.} _- __._�.--..,_.y O
<br />L_
<br />V";' °` SECTION R-SB
<br />o L Cu
<br />P6 t ""IS
<br />- '.. i PAFLEIMA)E ,
<br />err PANELMATE P / n
<br />J Lt?S_.__
<br />AN&I10R 9'. tt 1 ' Q�C• i. ANCHIHi tBEYONB).: I.LFE SAFEYi PANEL
<br />/x
<br />i t
<br />MOUNTINGS
<br />.L
<br />U /�
<br />TIRE V!
<br />L L.
<br />W
<br />FLORIDA WMING BUILDING CODE: Non Nth Veloci Nurrlewe Zone
<br />'z * : * ' * = aeo3o 1rTFt0, a G. 24 GAGE ,GALVANIZED STEEL STORM PANEL F ' Q
<br />i•a•• STATE ter"• /27!.,aZ
<br />:�
<br />mh7 iLSa
<br />;9`•.
<br />o •, P LOIt/41 PROTECTION PRODUCTS. LAC. BATE
<br />(� FtORId -- q Ewe, ... s.to 1D sRxT
<br />�'rrAq /ONAL� t r rr w ee. tw weave n° ci van owc FL Tut.
<br />. TIFF+ 1r It tt+.. p.DW1!'i Nm, M1. 2tlel n.-.eat PHCNE t484)CL6•�7344 FAX, (7947NL•Llnl 20-175 2-7
<br />LNIf -.arc,.. a,s.4. iwn,. a.Fw "� Q
<br />P:E MVA3ER A. te6lFill PE
<br />nP a'taxei Y i SHEET 14 w to J
<br />- . n
<br />SHEET N0.
<br />SH 1.4
<br />TO P CONCRETE,
<br />DESIGN PANNO. flONL�JF BLOO( OR 806.Y Te A
<br />11
<br />1 --, Ll - I
<br />SOMOLL
<br />MOM
<br />a: wemas. ale{ s� iNiif /� /� (PLAN)
<br />tN'rt-� /sus Less � iN i INN CASE
<br />* . z
<br />,--
<br />OR
<br />-no !k [ LLL II cl 0
<br />RATING %*
<br />TS 13 13 73 i3 t}" t3` t� T3' tS t3 t3' 1 (TOP) 13 IS 73 13 73 ,3 11" - fJ t3' 1} 13 /. tTaP} To
<br />(BOTTOM)
<br />13*
<br />Or
<br />+49, -45 - 8 1/+" 0-1
<br />DOM
<br />• W{BnIM f3iASICN 3PACXMr, IuiO aMNAWM EDGE dNBTAtICi FRE R1G1G7fR L$1 nfi. FOR
<br />LiS It I L i I z I - ID WWEN SPACERQ9 IS t}SID. SEE T # FOR MAX.
<br />t,_,,.---
<br />� 5 ANY pLF.FICIN PI'K55� E TAPCON SOV0-5€t � P � 7AMM-NNLN! GtK•-W k !NY
<br />SEE 7iN8ETS 18 a tb FOp AI�HORb esPt(aNd FaB
<br />RSTAtLAMw13 1N4D IIODO FPAME OrIe01YS.
<br />MnLW.el rjflDlStR SPACRJp3 ANO WfnMiBl EQGE 015R1NCL
<br />ARE eA71G7EO ON
<br />TMs SCHEpatE FQR i0. 6P3Ti tHµ
<br />e1pCASEO flN soma REDUCE RCDDCE A'k'!KM siwlSriF 8Y
<br />11UL'nPLYMG SPAW10 s11dwN ON splmUiE M i'Iff
<br />ROUDWtwi v):C'ipiS. IttR T+16 DPO4MbN TO t�
<br />RETRICEd SPACING DBFARBD 114SVG FACTOR spill f7Di 8E
<br />lE3S THAN Iwi7WM SVAcum wmICAAL FOR EACH ANGtaflR
<br />llt'E DN tHS BuiEanE.
<br />�� 11MC ,ifi'r. t%4'r
<br />APPMw 1tM!l1i13&
<br />carrel FFlalba lwJ 3 3
<br />rMIBiRIM Ir.[ Orvn't�`) 3 3.
<br />anA.law ilwawM a.n lF3 S - a to
<br />lralE,L m2E ellmwt OFAO gCWlt
<br />i t/Y__,_ R,� __
<br />_..__? t{r aai
<br />3• T use t.ou
<br />At: pI,X)ABL£
<br />AC R Q +.. SHOWN ON 'St1�Ta 8 & 7
<br />AWGAIUM RIG FO E.. AS
<br />MAX, A.5.6. MAId MUM
<br />TO
<br />PANEL DESIGN
<br />PRESSURE ,�TAPCON LW PM7ELW7TE PNAEUdAT£ Zy'40D BUSN17yGi. � �' liNgiff
<br />fFINLLE IO PLUS
<br />it.
<br />A.I. ) ) ( SCREW
<br />tP OF THEM
<br />'1J` 13" 7J' 13` 7J' IW
<br />tW
<br />,r ,3` B' 13` i3' ti+�7
<br />81/2' eTyr B, - 8Ile
<br />B, ' /z /2 ttpY7
<br />- - 8 i/4" 72 Ij2` B t/4' (BAR •) 5'CO
<br />•
<br />Y T Ij2' B" 8` - (TOP) LESS
<br />7 3W BOTTOM
<br />1T
<br />a+45. -LS 73• 23' 13' 13' i3" tBDROM)
<br />ro
<br />iw
<br />-75
<br />1S" 73' 13' 13' 7O• (TOP
<br />+75,
<br />13" 73' 1J" 13' 8 tfL' 1w (�TTOM)
<br />B If2" B 1/a' $ W. $ 1/Y` 6 Yj2" (irJP}
<br />a' 2 2" B 4 4`
<br />35'-q•
<br />at / t
<br />To
<br />1 TiY-
<br />4 fY 5' /
<br />a` _ 3W oM
<br />/
<br />N
<br />i T3' 73* Si 2"
<br />j
<br />S3` 1S'- -T0' 41Mt1X177(341},.
<br />►Wf. A5:0. MAXIMUM ANCHORS SPACING FOR MN EO. hPD SCHEDULE BELOW A•E AfA17iMUl. MAX ASD.. - EIAttR,BA, ANCHORS SPACING FOR FDR PAIN ED, PER Bo41PDUli BELOTL tAAX8/W1
<br />PRESSURE TAPCON SOLID -SET � � P P(�'�� 7A►LiG•JlL1tNt GLK-IN �h �, t£NGiN PRk`55iRtf TAl"CON SOLBi-SET FEIULE � P �;� JAMSO-NNl1N WJ(-IN �A tEN,rTH.
<br />RATING m ro m W11$iaTWN �' RATING 2'
<br />ta•e•r5 t0 .Ni i0 DF tt�M in.} 0>:b,t,)'� tN,)
<br />'3` 13' t3' 13' 13" f3' t3` Y3' i.3' i3' iS' 1J' f (BOtiON) T3' 13✓ 13' 1]" t3` 13' t3" tJ` t3' tY 13' 11 t/2 ? {BaITdM):
<br />TJ TS 13 i3 IS IJ }3" ,} 13 13' 73 13" 2 (T� tJ' ,3 13 73 f3 13 13` t3' 1] 13 13 fa (FOP)
<br />• it lz 5 ' F ' t ' t t ' t3' 3" 2
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<br />, 11 1 S OP
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<br />i /2
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<br />LESS
<br />8. B B' : $' B B. B` 8 B 8 7 ff2: i. i'TQP) 4 5 1/2. B 8 B $ 7j2 g 7 if2 e 8 8 5 t'�")
<br />, - U.-i'."�,�
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<br />� `^ lfl 1/2* , v3" 4 1ja" t.(TOP + -t)5 t3' B' 1J' 13" 13" $ 1f2": r3" $ 7/2" 8 tf2' 8 7j2 13' 5 1/Y 1 (TOP)
<br />LESS 7J. 1 S. 13 Y Y 46,
<br />73' 7' iJ' 13' 7J' 8 if2 #O tf2 7 #/a 73" 8" t (BOTTOM] 13" 7 #/Y 1J" 1J' f3' S4' 13" t0" i1' e' 13' 8 1/Y' 1 (BOTTOM)
<br />- }3^ 5' t3• 1D i/2. 1]' Y t3' 7" 7 if2. 5 tla 13' 4 t/2' Z (TOP) t3" b" Ir ,3' 13` BIf2` 13' 8 i/Y 8 i/2'. B 1/2' i3' S 1/2" 2 (COp}
<br />13' Y /}• 13' tY a 1/2 13' S-1/3 tO if?- 74/2 t3' 8 ,/2' 2 (BOTTOM} 43" ? t/Y i3' 73' S3' iQ` 93'. 1Q` it" B• 13" 4 1/2` 2 (BQiTttM),
<br />13' T 13' iJ' 73' B 7/2 t3' 9 i/2 i0 1f2 ,7 t/2' t3' B 1/T' 3 (TOP} 35,�, 13" 7 ifr 13' AS' t]' 10' 21' 7O" 11" S. 1J` 8 1/2` J (TOP) >8,-4'
<br />12 t/2 12 1/T. B i/4' 6 T/a" is 1/2' 8 2J4" b 1/4` 8 1/4' J (801TOM) TO - - ,2 Ij2' Y 1/2" 8 tj+' fi ff4` a If ,2 1j2 - - 4 7/4' B 1/4. 3 {�TTapl} 70
<br />?" 3' 8' � 1/a` 7' ]if2" 8' 4' i #/2` ]" 8 1/2' 3' i (TOP) fL'-4' 7 1/T` 3" 6' 6' Y 4' 8" a 1/2' S i/T" 6 7/2' }' + (rDP) 8'-4`
<br />e' e' - 8' B' ) -- 5 t/2' - 7 if2'. 4 (BOTTOM} 8' B' 8' - 4' - 5 1/2" _ 7 1/2' - i (BOTTOM) -
<br />iJ' T 13' 13' 13' A 1/Y 73' 4 }/2• O 1. - T•,/2` 1J° 4` 5 (TOP) 13' 8 t/a' 73 13' (TOP)
<br />'iJ` 7' 13` iJ" 73" 8 i/2' IS' 8ij2' O Tf2" {BOTTOSI) 7]" 4 i/a` t3' i3" 7]" 10" TS t0` ti' 8• 1]' 8 t/2' S (80TFOM)
<br />1 ' 13" tb IJ2 73' 7' ,3' Y T lf2'.S 7f2' 1S a 1/2" 8 (TOP) 13" 4" 1J" 7J' 13" $ fj2' t.i'. 8. i/2` 8 9j2• 6 1J2' 13' 8 1/2" 8 {TQPj
<br />3 Y
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<br />31
<br />/7"
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<br />D61GN LOADS # M4X. PANEL (ENCTHS IMiEN SPACER. t
<br />AS.D. I,RiAD �� PMIEL..
<br />4O PSF OR LEAS g'_g`..
<br />> 4tl PSF 7O 50 PSF 6'-2`
<br />> 50 PSF Tt3`6tl PSF 5'-T0'
<br />__,._.- .�-___.._.:.�._-� __...__....ANCNpRS (�E SECTIONS 8 XTFIt11ATTrES ON SHEER tJ, 1L, 15$,tb)--__- ___
<br />13' COX, R-tA/T3, R-ZAj13, R-3Aj14, R-18j1S, R-2Bj13, R-3B/74, J` W^t'-I
<br />�.(�„ �. �:� R-tAWj15, R-2A14r/t& R-3AWIi8. R-1�Xf15, R-2B1Yji5. R-3@Wjib. 1 {---H
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<br />3% jµi( LEFT PANEL RIGHT PANEL 3' MARS '� RLStALUIIE)SS ONLY VALID FOR 141N0
<br />}' i.RN. R-4A/i3, R-ZAj13, R-3Aji4, R-18%t3, R-28ff3, R 38j14. t' Mw,F SPEED UP 7C t70 m.P�h.
<br />R-TAWj15, R-ZAWj15, R-3AW/ib, R-f8V1fi5, R-2BWji5 R-3BW/16. -
<br />_.—____._-__._—.r,Hg7R (SEE SEGi1(YN5 8 XTERNAThEl ON SHEETS 23, 14, 15 del5}--•-.--.4.-.-_ ..-._._ _._...._. '.
<br />1/L' MAX, (;w
<br />_ LIFE SAFETY STORM PANEL i ELEVATIOhi (t)
<br />SCALE t/4'.,i` it
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<br />N iNr
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<br />''s F tQA{Oh ,. "°�0 r'Lt� � 24 GAGE GALVANIZED STEEL. STORM PANEL IIµM%�Br
<br />+�- �*�. • --T`� IL. EG�}I�te, GLOBAL PROTECTION PRODUCTS. it.£,.
<br />SECTION A -A ,_�/; � +Lob aw. bt alllFit -
<br />SCALE 1 /a'a 1' 34w � � ere: t+FKei+ wia r. n Ot. tiAt.F. FL 3y1+ 20-175
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<br />- 1 + ,i ANCHOR O 9" O.C. ' OR O B' O,C. - • 4 _ f ;I �4`e TAPCON
<br />{ 't t ait i I NOA O 9' O.C.o.0 I. i r � AilC11pR & 8" O.C.
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<br />WAtL�Qro(�jjyOS WALL. 1iOUNTiNGS
<br />F *�Ij• Jam' 4
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<br />tA}T7a ti[7F{4 RTC. Fl.
<br />24 CAGE GALVANIZED STEEL STORM PAN
<br />i. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN � � ' 44157 —_EL aR�N Bt:
<br />PRESSURE RATINGS {ps.t) AND PANEL LENGTHS AS ="k: � *'°-- �.-..,�' T Pz/xF/mm
<br />PER ELEVATION ON SHEET 12, ,; ''. ;STATEO7�' , �* ._ - - 11�„ �C►� }ELe. �-OBA1• PROTECTION PRODUCTS, liC• De7:;
<br />2. FOR NEW waves FRAME DONSrnucnoN: WooD s� x �"-"" -,.. .. µ orem,tNY 4eao S.W. at amm :. -----
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<br />MEMBERS 8E SOE)7HEiD6 E 2 SPECIFIC F 20-17
<br />wr - r PiIONC AY F 117R-Mb. MCR•s» {nt Oe+
<br />DENSITY OF D55 �R EQUAL �
<br />sir .-.-:."...-._.,_.. wrze .L+�r mW. w were ra t11MWn%tae
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<br />- - 1/--12 1 t t i2 1 - _ 6 t #' 8 i #" 3 (6OTT - 2 1/Y 12 t/2' 8. ifi' $ 1/4' 2 7/2' $ I/4` - - B 1f4':-8 Ile J (BOTTOM) FOR
<br />1T /z / 2 /2` f ! f Q�).. tzt .... -
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<br />+75: -T5 / f2` 93" a 1 fa' i TpIX+)
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<br />73' 7 t/Y 13` 7J° 1J" to' i3• 70' it. B' ,S' a ff2' 2 {7�) td'. 5• 13' f0 1/2 i3' B //2' iS' B 1/2' 7 e/2'�5 i/2 13" +ifa' 2i3OP)
<br />93" 7 7/2" t]' 13' 13' TO tf2 13' •iQ t/2 1 t/Y 8' ,3' T' 2(&7TTOM) -13' Y t3' 13' 13' 9 1%2` t3' 9 1/Y 10 1/a• 7 t/2' 13' 8 t/Y 2 (COTTCM)
<br />13• 7 t/2' 13' 13` 13' tQ-i/Z. a3` 70 tJ2.-I1 t/2' 8' 13' Y J (•IIX'.) �,_•8. t3' 7" t3` tJ' t3' 8 ifl` 13' a t/2' 10 ff2" 7 1f?' 17' 4` 3 CrO� �-B,
<br />12 1/2 1T #/2 8 ffl`'B ifa' 2 1/Y 6 1/4• B tf4" 8 ,f4" 3 (BOTTOM) TO - 2 #fa',2 tJT'-6 1/4' a 1/4' 2 if2" 6 t/4' - - 4 i/d` b ifi° 3 (BOTiG/) 1D
<br />T tf2' S i/2' jr 8" 7 t/2' 4' B` + 1/2' S" 3 t/a' Y S ♦ {T4P) B,_O• 7" 3' 8" 3 t/2" - T' ] TJY 8" a t/2' ]' 8 1/Y?2 i/Y' 4 (TOP) 7-S'
<br />e' _ _ g^ _ 4' _- 8' - B' - B^ - 4 (BbTTaYlI- B' - B 1/2' - $' - B' - B v/2' - Y - i (BQRqu}.
<br />t3" 7 f/2` 13' i3' 13" t0 1j2 i3' iQ.1/2 1, t/2 8' t]` Y t
<br />tJ' 6 t/?' 11' 1J" 13` 8" 13• 8' tQ' 7 t/2" i3" 8' (TOP)
<br />1J` 7 i/2' 7}' 1S' 13' 14 t/2' t3' 7b 1/2 1T t/Y 8' 13' 7" 5 t3'7'13'13`-S3`81/2't3"B4/a'5 {BOPYCAI)
<br />TOf2iJi0t/24't3`7"6 I]'S't3'__8 t/1'8 1a`8 1L'8tfa'--61/4`6t/L'6'. _ _ 8 iji' 4 if4' 6..5 L' 4 ify'. - -
<br />8EE txfiiT 1 t FdR ANG41LttR TYPE 4 bAAC7NG PDR ROtAOXitDHB nd70 1,tlQ0D tiLWH BULOtiGS
<br />L WOW wit AIXa1dR 4PACIM(8t A1Li MA(WW .1. fY157AN(F'ARE LOKTATEG. ON TENS tCY.EWtE FOR E,>a
<br />� TNNa INdCA'RO ON SC4KbULE tlEAtaY ANCHOR BPf.CtaC e'i MR.'nPf.'nRG $A}E1N6 SfiaAtt ON
<br />sCNEIX.IE 8Y THE FOLlD+w1a rNCTolaS. FDB INS DisERrrTXRI ltl � 3aQ55a4LE, REDUCED SPApI&
<br />OeTAtIED I/SL+G FACTOR sNALL NPT SE U.7S tNAN AgNwX1Y sPit'WG rrl4uTED taR CAN ANGIbR TYPE
<br />ON TiRIIS(LIEO4at
<br />ANO}10R TYPE ...T�L _. Ije,!,_ tjt'o jfi'r ,/t^._ t/a'r
<br />{Li>gpH Sa0•eET „�=R 7AtYb-wiRl FNX-S7
<br />MR.e4w1 ANCipR SPAWN Qn.) ) 3 a ] Y 1fJ• 7 th
<br />,AImtEEb°B.i 3 3,i2 a ,n•
<br />ALw1Yll FDBE ObTMiLE. ) FACTOR
<br />2 yn• e8t 4.5a - -0.Jb
<br />3. aW 0.T1i Ib0 - 0.&1
<br />"' SPACINGS ONLY YAUD WHEN Si7AC#.R IS SEE T� 1 FOR MAX.EdAX. A.S.
<br />DESIGN LOADS & MAX, PANEL LENGTHS IMAM @� is USED.
<br />SEE SHEETS Y8 & Y8 FQR AIiRe{QR6 A7101011 TIPS � t/4`r .
<br />TYPE a 5PAAtYG FDR R{ST'AUATIONb WIU '
<br />g24aaIM AND Ma18RIM' WISAW NWJaR _t1PApNn (n•} 3
<br />EDGE OBTNiCE ARE iNQ1GPTEQ ON INS rNMMwimot �Cau:+r. nA3 3
<br />SGiiEOfaE MR E,a LL^BS THAN eWMATEd tarrrAslLLI
<br />ON 5CtE0ULE REDUCE ANCHOR ENO
<br />8Y wXnPL'�G 6PADWG 64fpwN ON AWIYL 6� g1lW� � F7CTG1
<br />SLYtlE9lAE BY THE ROLt.OWwiD FAitDR3.
<br />FQR 1i11S a1tEAATA'IGi 731 8E POSSRIE.
<br />-RFbitCEp SPAcoLQ'oBSA1NEO tl�iO
<br />t7e:TaR sHML NOT tM LESS Trues __._...--_?
<br />blNilrl7A 6PdDa1O RIDtFATEO 7'ai EACH }• bAb
<br />ANCLabR TYPE ON tine Sd1EDULE -___. _ _..__ _..-_-._ - __
<br />3 S/2' `
<br />INTO WORD STRUCTURES
<br />li
<br />�qu RED •� �Il �Q�IHRED
<br />+r. I t t �_ �4•r TAPCON ,' 1 II 714V TAPCON
<br />F' ., ANCHOR O 8' O.C. ,, '�, ANCHOR O g' O.C.
<br />r
<br />i-- 4) I
<br />i' '.-i if2. I i/L, s. tf2. �: .1/L,
<br />y
<br />- ERfl Ij 1 � Mtn t I
<br />t I i
<br />T ' k
<br />tI T � _.
<br />P
<br />is w {
<br />eF.
<br />SXISR # 1Y/AY 7:L.N ._.__ . __..
<br />tA55�'•jj F ._ S,t" lbLtS w tS..... i .,-p a FA
<br />n eA EXISI)[1�I , d__
<br />t :
<br />�._;, tp-I�,_ gbE rar Pwa '
<br />II �, � Ln1GS1 R+W r"sf 'WAgS � I1" MAX.
<br />I!p�..,-PANfI.i.ENGT47 �.��„---._6.PANEL tENOTtt
<br />1IEEE it%YATKiti1�(SEEEtF/A170N G ON SHEET t2}
<br />-=----;/•----=-:�_= ON SHEET /2} R ."- 1
<br />U
<br />I'I`y,,. � � l_, __ _�_____•/
<br />R t' 6Rn. 1
<br />m wnss: 1 1 _ I 1
<br />II (1`--SEPARATiON
<br />1
<br />K { i
<br />1 1✓a � 1 8'
<br />E0. it,
<br />E10. __.. _.__.L__.___.f EA].. � :"''3 ``v.. 1r I ' �F
<br />1, , ; , It
<br />ii
<br />I'- I
<br />MATE YlWD ti � !t'.' PU E'er. "_''°_ _ ' k;.
<br />I REQUIRER READ ftEb I , a°. i . n �a`A. PANELMATE PLUS )_••. (: I- „ Y/4'a PANEUAA7E PLUS
<br />} i � C' - ; AtPCNOR O 12 T f2" O.C. { S IT
<br />j pNCh©R O 'X2. t fa` O.C.O:C.
<br />,"iplii1111111iiFIr(rr
<br />WALL t1iflUNTiNGS .�I+�.T• A: i?tt/j�y,�
<br />- 0,14187 = FLORIOA BUILDING CODE (Non Ni h Yetocl Nurrlcone Zona
<br />Lmrla tVF10. NIC. Fs°.
<br />21 GAGE GALVANIZED STEEL STORM PANEL
<br />t. iNSTAtAATTUN ARE ONLY VAIJD FOR MAX. A.S.C. t• STATE OF .:M4� ���� °F
<br />DESIGN PRESSURE RATINGS (p.b.f) AND PANEL 'ss9lry�; F(ORf�" _.-.. E# IA.iC�.QtYEe, .GLOBAL PROTECTION PRODUCTS, L,LC, m/
<br />LENGTHS AS PER ELEVATION ON SHEEP 12. $r S • • •.. ���� MOP §.W. fit SfREeT
<br />2. FOR NEW WOOD FRAME CON5TRUCTlON: WOOD N �ONAI "^*�
<br />a an, ►. xA'. n Stin
<br />4 t, -.. 4YIetiS,
<br />1
<br />F 20-175
<br />! N c 7 M. 1-
<br />i } G m-Ina . t- PHONE tie xt. mi -e7e
<br />MEMBERS TO BE SOUTHERN PINE No 2° Wf SPEC)FIC eiNulu} � +nw+: R.:(rW147 tea. (r }ten•- 24K, ( �
<br />111TAµ4 rIP
<br />DENSITY 0.§5 DR EQUAL bA-aaae'�712,n. n.t.i., .,.L. :i.a+=., Ave.:.
<br />PE. tEA!/scNAtlmE/enE wFtTPA A TYan lil PT.E. „-,ax nam tL M /e
<br />-1--1
<br />N
<br />O
<br />N C6 O _,_e
<br />U
<br />N Q
<br />CONCRETE DOCK ,08 WOOD 5jRYCTU8ES._YAUD__fflR REGULAR. ft FOR
<br />.. INSTALLATIONS AS PER SECTIONS T RU ON SHEETS 4 & 5 -SCHEDULE EO • 0)0 4— Cn "~A
<br />(VALID ONLY FOR PANELQ NSTALIJ TH b )
<br />(VALID ONLY FOR PANELt+i lNSTALLATIDNS AS PER SECTIONS 1 THRV 6, ON SHEETS } & 5)
<br />O _0 V -
<br />Ill
<br />O "L
<br />OC O LL
<br />CO C -•F-+ L� M
<br />O
<br />CON O >
<br />.o O
<br />A, L_
<br />W
<br />` S.- 1. '^ W
<br />V!
<br />Co
<br />,2
<br />. �I
<br />^ L'
<br />.� vl 41
<br />�.:.,.-.,.�..,..w. -
<br />w.. « »� .�,. a _
<br />r•-MA}GMt/M PA)tEL
<br />_WbCk OR A$.D. DESIGN ti4WLIDWH
<br />#0 PSF OR LESS LESS 6'-8.
<br />> 40 PSF TO 5D PSF' W-P"
<br />> 50 PSF TO 60 PSF 5'-10•
<br />6 MAX. PANEL LENGTHS ARE Y YAUD FOR INSTALLATIOt15 a MAX,PANEL LENGTHS ARE (N1 Y VAUD FOR INSTALLATIONS
<br />+tit.}NiniTN4i W/ SOLID SET ANCHORS & W/SPACER AT 12 1/2` O.C.now" a
<br />t4N4uniAluj�lw W/ SOLID SET ANCHORS & W/ B(�/ SPACER AT 12 1/2' O.C.
<br />CEN "', ✓ 5 FLDR(DA BURRING CODE Non Nt h Yatoot NuFFioanb Zonb)7P STATE OF .1 /,*tr'r
<br />G-'3 `"'• FLORIDA BWLDING CODE (Nan NS h velocity Hu Dan* Zone)
<br />95 eim m TomtL W. FA'. - C204 ILI= ime F3•.
<br />1 13 a Od1 - 24 GAGE GALVANIZED STEEL STORM PANEL DRWF �: 441;,�V'�-
<br />_ 24 GAGE GALVANIZED STEEL. STORM PANEL DOWN m
<br />74 ' F f C' o7/n/>= -rUt t4�, of,21,11"
<br />L C t sBeG. GLOBAL PROTECTION PRODUCTS, 't7JG. uor TE O- + L' C Zi 1Ne, GLOBAL PROTECTION PRODUCTS: t1C. wm
<br />s ATE ' 9 ,
<br />.t7 ,.• k twaH tX4rm4{ev Iepb sm. s13rm.T'•"Et",
<br />R10;Twr It mrw Sri
<br />'"r '4' •2,i'9^•LL'7 Ne.. a..w, r ilw.wger �R n ifrw: BM1E. FL. w;lY sws SL..a ffi w:we LnLM n sun
<br />Oiiiil`. 6tlYYCF xG-#?5- 20-175
<br />+�,�F�{. '..,,,.",.• 'L •, f ` iW { ttnl L/{,.ITL7 • Ave z.}eft , l PiwFR: {rmiiitw-7SW, FA%: (M+H66-b79Y _ ,... • •-•.9r+' V.% . -,LTe , t„ • (4tlj M_ln, PHMW_ (S64)Fek-7Ja4 FA10 (664)W"U?
<br />�Ai t T e. aw6w in+ n4..4 .P. ... ww.. .L VIC B, �sr 0 `j cA_uDaew,.P�'" ru. eves 4» m r m _ aR4Wk{a wm
<br />TUI iiinlq.. •A41Ep A X,. ?,L r -!�
<br />e W M 1k 11 s,tRlt+ut IIMb/0+'fn _W73#ER F+ k., P.E. M 6 eNtlt Sa OY 4{ i L I
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL �?
<br />IJAxi1tUM �,S,n, nEclru PRESS RE RATING (cs.s�f.� A�jRR PC3 j(NItdUI�..ANGHOR._ SPACING INTO POURED CONCRETE 0R CONCRETE BLOCK STRUCTURES
<br />1/4-0 TAPCON_ EXISTING POURED 1/4.0 TAPCON,_ �� Eppf(ISTING POURED 1/4'r TAt:T! .FI(ISTptG POURED 1/4•0 TAPCOI{-. _- 7N'XHiED
<br />SCHEDULE FOR REGULAR MRM FA ELI INSTALLATIONS INID WOOD. SIRUCTUR � �ANCHOR O e' 0C ^_CONCRETE OR ANCHOR O 4 D.C.' j...-�ONCRETE OR ANCHOR e, 8" OC CONCRETE OR ANCHOR O e" O&. �GlETE OR
<br />CV
<br />(VALID ONLY FOR PANEL ®1N5?ALtATIONS A5 PER ALTERNATIVES 1W TtiRU 4W, ON SHEETS 6 z+z i)
<br />+' CONCRETE BLOCK I '.. CONCRETE BLOCK CONCRETE BLACK ' CONCfITE BLOCK N
<br />F J .: REOIiIREO. �• , .REQUIRED. �; �: REWIRED, �, . RE9Vi73Eq,.
<br />.` t 'w`' �:o :`
<br />.,1 0
<br />F - / ' # ' t 2' 1 " S r= 2 2 f2 /
<br />i a" a' ' Ile if t l d /
<br />I r I {/ � [V
<br />r
<br />of . _. ,-.. .�::___ --.-w,..__ - r _ a2
<br />ANCHORS r I 'o
<br />N !' f
<br />s: -i �./
<br />) tt > i 1 ( f.L3
<br />E.O,L f. t EDe f I E:D• € 1 a• Edo - I L L
<br />/ / t C� 7
<br />,� I
<br />r: I / o
<br />ca
<br />Kw 7• 1 % {j\
<br />..� f i
<br />r,
<br />i
<br />«-.f s;+fr. s./- 1 ._/,fi I 1 -� '+. t __ F ,. :Fit CM
<br />N
<br />4�7 f �F f T,:J ax
<br />I
<br />6L i 7 Min. t 1 W. 7 R a p C R �
<br />1
<br />t 1 - t R R-iEVARArgN N--5E➢ARA ss.
<br />II }'C
<br />I O
<br />1 a4- 1' EX 1 >_
<br />M28e YV+{' t f
<br />} 1 / ISlitl4.1 1 EX T G i TO CxA55. iSTIP1z N D IA55. II
<br />r N
<br />J ea.A w
<br />// Lars w : w s i G1J55 -'u eats w EXL4T1 §S .,s &Xis EKI5T1 .
<br />pit i� u -' � a
<br />GLASS 4 ��- - il--11 fD'E FLRPN6 p� -'�, �"' Ar Fes :.,, GASS a:___.-_,/�-J` �_:. ¢0Y xN PNIt � -j .tt u .,fir N �
<br />Il ( tDN,r tRa r-L7 I n i ii 1 IaSitM ITER r-dj 1 a I C C3 `�
<br />n , :_ __
<br />t 8 I 1" MAX. II L MAX, R i 1. MAX. •.•• C
<br />a 9 1 4iPR.
<br />_. L _ .3 a . _ _ _._.a.---
<br />- t _
<br />N ANEi LENGTN PAN PAN LENGTH 6 PANEL LENGTH 6 EL LENGTH C
<br />1 EL e I 1 T
<br />{ I
<br />_ SEE AT70N ._. SEE EIEYATIDN a SEE ELEVATION
<br />91- - - ON ELEVATION N I _ . _ t 8.£V iI--SEPAaATroN l..v._ t _. .,____ - ( V g 1 Mln. ( ON SHEET ter) 6 _-. -._± } ON SHEET i?) 0 ,- Min, ' ON SHEET 12) Il i_ ON SHEET r2) 3 R
<br />TIOM ITT 1 1 3
<br />r0 GLASS. W ,m
<br />Ter ayss, m R __ .. ! ' a-- COL..__ ' �._.�
<br />u R R 0
<br />1 d
<br />I I
<br />C 1 I 1 I O
<br />a
<br />1
<br />w
<br />I r
<br />»+ f I tE
<br />J f1' i'1
<br />1 1. r ✓'.
<br />1✓04 _�_. -1 - �__'� �___ ; �., G<;r i i %F fdx'' ! f� .,>.% . t2 ` rL . I 6• _
<br />,,. r
<br />rr 1 I yx� I
<br />C F r
<br />t
<br />i f i 1 ,v`. 6
<br />'r i' A 1. � a �� w l ✓ 1 LO 1. .0. !' E.D. - r:o , E.O. E.O,. / „ E
<br />1
<br />i r' • r, I O
<br />f"r / I r.: I CF+" , i ,1 , 1
<br />rr .r.� , .�:.�' ,r, a
<br />t 7
<br />I il
<br />/ r
<br />1 Fru�a DESIGN LOADS a, Paz. PANEL CON sP l i 1
<br />TABLE ` t FOR MAXA:9,D. DESIGN. E'GADS & MAX.PANEL: LENGTHS WIN SR4CEfi. : 15 SEE TABLE MAX.TW3C DESAN LENGT)15 f . ,?< 1 ere , t I r u oc'. r l
<br />SEE` ,t o: '.,> +h' ;.;J! to ,
<br />,NG` t 'fNY 6 .. 1 ac � i :: EO ', __-t....... ..,._� 'EO7" _. _-....__.__�,.__.__..4 0
<br />USED, CORRESPONDING i)NLY TO ALTERNATE 2W ON SHEET 5 USED, ONLY D ALTERNATE 24Y SHEET
<br />r 1 /
<br />3/4 A ._- _L_ ._,.__T ; `'`I ,...—._L__.._J Eq I >' ,'3'. xat i M3. El t e . -HE, ws.
<br />,y r, it eats It � u ri
<br />TABLE �1.� I r,< ._�` j ^- . e 7R 1 a.a. //,f+` , e t21 4c
<br />t`dJt -��dJ, . r
<br />A 5 0. OESidd LOAD MA>OIUM PAT#]11
<br />I 1A/NaCHOR o a Q.C. `)/ANdrow a sN O.C. _ IfAN+ajo oN o.C: ANCHOR 0 W D.C.
<br />lETlGTII 1 EXISTING POURED CONCRETE DR EXISTING POURED CONCRETE OR EWSTING POlRtEO CONCRETE DR EX SDPK f QUREb CONCRETE OR
<br />}0 PSF OR LESS 8'-8' -CONCRETE BLOCK REW RED. 7CONCRETE BLOCK REWIRT]1, yL kKYLEFf RIS K REWRi€D, TONCRETE BEOCK REQUIRED_
<br />> 4o PSF To so PSF 6'-z' O R I 1 R PANELS SECTION R-t B err -
<br />PS71� a LIFE SAFETY P,A� O REGULAR PANELS
<br />> 50 PSF TO 60 PSF 5-10"
<br />A MW PANEL LENGTHS ARE I ONLY
<br />VAUD PANEL OR I PLUS NIONS WALE 3/8-1. a )'\ R. rl arrx
<br />WAj,,4 MOUNTINGS klQ4� NGS
<br />MATE F-944LE
<br />KAT
<br />Nyp.}H1lnilti2ryln SCALE 3f8e1"
<br />fr
<br />ANCHORS & W/ �4 'Wff4 jr 1/2 D.e, � "ti , -EN}T�-,!I�',
<br />,.,,.. ,
<br />�* • .. �+ WG. d
<br />ER 4167 x FLD I WILDING CODE n o uFri on C $ ,, i A BU INS COD R i h Veloci urNcons Zons - R DA B kD G O E No Lid it Velocity N cone Zone
<br />a>. �} FLDR D )LD E Np N N "
<br />F
<br />1Y.TECD.
<br />: n24n -.. WC, 1. t2
<br />v N 4A1B7 s Q9 24 GAGE GALVANIZED STEEL STORM PANEL nPun en STATE OF _ 24 GAGE GALVANIZED STEEL STDInI PANES moon Im
<br />*j
<br />o ATE OF w 11 L GLOBAL PROTECTION PRODUCTS. LAC. o7n� eCAM.' - GLOBAL PROTECTION PRODUCTS U.C. " n`/"`10
<br />9 ., 41148 s,W. ST sorE, / SFONA7.5i_�
<br />t /ASWANY on s.w. si SABER
<br />% O k4�'; ' 'M,t` otter: ti :;ati4 '- sru •. ••we 4' �Lroaw. n aan oaa. n. slxa _ 4
<br />.� ON �� �ta a y' 2.e+ _, f.>i, m wnn L+mc n 3tln Ztl-17520
<br />'�. Fun' ..,.,••thC? rs»n mrrM wNa47m-,ul s4o a tas.Hm-7ea mX; Cnsomm, elw
<br />' 4 0; N CA-DW710 "`�' '®"'e' oa+.eo xe: - - to-ma�ita iawm. ruz o bRN4en Le
<br />/,
<br />ii$il.a,r :.Pml -xsa6.Fa: poe m-,ai. pN01C (L64)85e-'1e4i. FRY; (e34 -biiT •-
<br />Pt SfALJ910fNtME/GiE 1X R RlR N PE "t-,o en LBEf t3 M 1S
<br />IIII Ilililll WALTOtA 'IXlft PE m"u L4yEF 1t OF iR
<br />INSTALLATIONN DETAILS FOR FIFE SAF�",t�. PANEL ilk INSTAUAIIQN WAILS Egg.-M. SA EM PANEL I
<br />INTO POURED CONCRETE OR CONCRETE BLOCK SIOMOURES
<br />1/Ce TAFCON E31rSRNC POURED 1/L`w TAPCDN -„-,;, x,._,-ISTiNG PODRED
<br />ANCHOR 0 it o,C, DRk7E OR ANCNiRt O B` OF CONCRETE DR HEADER
<br />Y CONCRETE BLOCK I CONCREtE BLDCK U) _
<br />"I1 REWIRED. tEWRiED..
<br />.r N
<br />I%% (D ^1
<br />! ! 4SK�__-_---I �r EtAx. _�.----7 12
<br />1
<br />E0.w ti��„' Epe 71f.''.
<br />1 F -:I. : i
<br />''rt . f _.
<br />` >rs: ��
<br />" e--gEp;INBt'rM- I
<br />I i 4lah-sL.t• R TO GLASS. _rf4"P.Rwt•.
<br />r"r , lots w • � 0 Lai6 w
<br />EX(sT#,(,1G�,a
<br />A, EA
<br />CL a5S � _ _'___ > :,A. ., _1 ,:-t; �. R `, `t"
<br />8 I uT'DAt ao4 r-4rt fatlsR 0
<br /><�
<br />I{_!
<br />CLASS .f. ,„
<br />R C
<br />�r
<br />8
<br />I
<br />L'
<br />A t
<br />1' WX
<br />PANEL LENGTH R-' _.__.t__-- 5" SANEL. LENGTH
<br />$ _-_,� .._...-.r ,...' (SEE ELEVAtkiN 8 ... I , t EE EI.EVA1)
<br />1 7 N.. ON r Ia) n _r-__ .._.___._4 oN SHEET az}
<br />TO GLASS. i 4 I U)
<br />5 i ---F'
<br />t r1
<br />I , U
<br />EaT;FDtO PWrRE EDL i DUSTING POURED: f O� v;1 )1
<br />CDNCRRE OR'' .' 1 _iD =3
<br />CIXiCREfE OR I - -
<br />I �11 - I.- -
<br />CONCRETE BLOCK .'Y `LJ C 7E BLQCk t: •: � ;i' Y7 I -_ T�
<br />REOLRRED. i ' I 12 Vr' cc RE7NX7t}D - ''/'. -'' 1 (Mw'lut ' V
<br />%
<br />nor-------_.} _- __._�.--..,_.y O
<br />L_
<br />V";' °` SECTION R-SB
<br />o L Cu
<br />P6 t ""IS
<br />- '.. i PAFLEIMA)E ,
<br />err PANELMATE P / n
<br />J Lt?S_.__
<br />AN&I10R 9'. tt 1 ' Q�C• i. ANCHIHi tBEYONB).: I.LFE SAFEYi PANEL
<br />/x
<br />i t
<br />MOUNTINGS
<br />.L
<br />U /�
<br />TIRE V!
<br />L L.
<br />W
<br />FLORIDA WMING BUILDING CODE: Non Nth Veloci Nurrlewe Zone
<br />'z * : * ' * = aeo3o 1rTFt0, a G. 24 GAGE ,GALVANIZED STEEL STORM PANEL F ' Q
<br />i•a•• STATE ter"• /27!.,aZ
<br />:�
<br />mh7 iLSa
<br />;9`•.
<br />o •, P LOIt/41 PROTECTION PRODUCTS. LAC. BATE
<br />(� FtORId -- q Ewe, ... s.to 1D sRxT
<br />�'rrAq /ONAL� t r rr w ee. tw weave n° ci van owc FL Tut.
<br />. TIFF+ 1r It tt+.. p.DW1!'i Nm, M1. 2tlel n.-.eat PHCNE t484)CL6•�7344 FAX, (7947NL•Llnl 20-175 2-7
<br />LNIf -.arc,.. a,s.4. iwn,. a.Fw "� Q
<br />P:E MVA3ER A. te6lFill PE
<br />nP a'taxei Y i SHEET 14 w to J
<br />- . n
<br />SHEET N0.
<br />SH 1.4
<br />TO P CONCRETE,
<br />DESIGN PANNO. flONL�JF BLOO( OR 806.Y Te A
<br />11
<br />1 --, Ll - I
<br />SOMOLL
<br />MOM
<br />a: wemas. ale{ s� iNiif /� /� (PLAN)
<br />tN'rt-� /sus Less � iN i INN CASE
<br />* . z
<br />,--
<br />OR
<br />-no !k [ LLL II cl 0
<br />RATING %*
<br />TS 13 13 73 i3 t}" t3` t� T3' tS t3 t3' 1 (TOP) 13 IS 73 13 73 ,3 11" - fJ t3' 1} 13 /. tTaP} To
<br />(BOTTOM)
<br />13*
<br />Or
<br />+49, -45 - 8 1/+" 0-1
<br />DOM
<br />• W{BnIM f3iASICN 3PACXMr, IuiO aMNAWM EDGE dNBTAtICi FRE R1G1G7fR L$1 nfi. FOR
<br />LiS It I L i I z I - ID WWEN SPACERQ9 IS t}SID. SEE T # FOR MAX.
<br />t,_,,.---
<br />� 5 ANY pLF.FICIN PI'K55� E TAPCON SOV0-5€t � P � 7AMM-NNLN! GtK•-W k !NY
<br />SEE 7iN8ETS 18 a tb FOp AI�HORb esPt(aNd FaB
<br />RSTAtLAMw13 1N4D IIODO FPAME OrIe01YS.
<br />MnLW.el rjflDlStR SPACRJp3 ANO WfnMiBl EQGE 015R1NCL
<br />ARE eA71G7EO ON
<br />TMs SCHEpatE FQR i0. 6P3Ti tHµ
<br />e1pCASEO flN soma REDUCE RCDDCE A'k'!KM siwlSriF 8Y
<br />11UL'nPLYMG SPAW10 s11dwN ON splmUiE M i'Iff
<br />ROUDWtwi v):C'ipiS. IttR T+16 DPO4MbN TO t�
<br />RETRICEd SPACING DBFARBD 114SVG FACTOR spill f7Di 8E
<br />lE3S THAN Iwi7WM SVAcum wmICAAL FOR EACH ANGtaflR
<br />llt'E DN tHS BuiEanE.
<br />�� 11MC ,ifi'r. t%4'r
<br />APPMw 1tM!l1i13&
<br />carrel FFlalba lwJ 3 3
<br />rMIBiRIM Ir.[ Orvn't�`) 3 3.
<br />anA.law ilwawM a.n lF3 S - a to
<br />lralE,L m2E ellmwt OFAO gCWlt
<br />i t/Y__,_ R,� __
<br />_..__? t{r aai
<br />3• T use t.ou
<br />At: pI,X)ABL£
<br />AC R Q +.. SHOWN ON 'St1�Ta 8 & 7
<br />AWGAIUM RIG FO E.. AS
<br />MAX, A.5.6. MAId MUM
<br />TO
<br />PANEL DESIGN
<br />PRESSURE ,�TAPCON LW PM7ELW7TE PNAEUdAT£ Zy'40D BUSN17yGi. � �' liNgiff
<br />fFINLLE IO PLUS
<br />it.
<br />A.I. ) ) ( SCREW
<br />tP OF THEM
<br />'1J` 13" 7J' 13` 7J' IW
<br />tW
<br />,r ,3` B' 13` i3' ti+�7
<br />81/2' eTyr B, - 8Ile
<br />B, ' /z /2 ttpY7
<br />- - 8 i/4" 72 Ij2` B t/4' (BAR •) 5'CO
<br />•
<br />Y T Ij2' B" 8` - (TOP) LESS
<br />7 3W BOTTOM
<br />1T
<br />a+45. -LS 73• 23' 13' 13' i3" tBDROM)
<br />ro
<br />iw
<br />-75
<br />1S" 73' 13' 13' 7O• (TOP
<br />+75,
<br />13" 73' 1J" 13' 8 tfL' 1w (�TTOM)
<br />B If2" B 1/a' $ W. $ 1/Y` 6 Yj2" (irJP}
<br />a' 2 2" B 4 4`
<br />35'-q•
<br />at / t
<br />To
<br />1 TiY-
<br />4 fY 5' /
<br />a` _ 3W oM
<br />/
<br />N
<br />i T3' 73* Si 2"
<br />j
<br />S3` 1S'- -T0' 41Mt1X177(341},.
<br />►Wf. A5:0. MAXIMUM ANCHORS SPACING FOR MN EO. hPD SCHEDULE BELOW A•E AfA17iMUl. MAX ASD.. - EIAttR,BA, ANCHORS SPACING FOR FDR PAIN ED, PER Bo41PDUli BELOTL tAAX8/W1
<br />PRESSURE TAPCON SOLID -SET � � P P(�'�� 7A►LiG•JlL1tNt GLK-IN �h �, t£NGiN PRk`55iRtf TAl"CON SOLBi-SET FEIULE � P �;� JAMSO-NNl1N WJ(-IN �A tEN,rTH.
<br />RATING m ro m W11$iaTWN �' RATING 2'
<br />ta•e•r5 t0 .Ni i0 DF tt�M in.} 0>:b,t,)'� tN,)
<br />'3` 13' t3' 13' 13" f3' t3` Y3' i.3' i3' iS' 1J' f (BOtiON) T3' 13✓ 13' 1]" t3` 13' t3" tJ` t3' tY 13' 11 t/2 ? {BaITdM):
<br />TJ TS 13 i3 IS IJ }3" ,} 13 13' 73 13" 2 (T� tJ' ,3 13 73 f3 13 13` t3' 1] 13 13 fa (FOP)
<br />• it lz 5 ' F ' t ' t t ' t3' 3" 2
<br />t3• t3' #3' 11" 13' iJ' 73` 7}' t3" #3' 7]` 13' 2 (BORON} 3 J S" J t 13 I
<br />, 11 1 S OP
<br />t3' 73' r3" is' YJ" Y !3 (TOP)
<br />i /2
<br />tY 3 73` iJ» ' T3"
<br />1
<br />s--4a
<br />5'-B' exreu�
<br />1 r' • f 2 B 8 1 4 3 -
<br />i1' Y a' J BOTTOM a 2 2 [�_F"Fi`
<br />is 8 2 $ B l/{8,.,.ym, LKt a a 6 J / OR /
<br />LESS
<br />8. B B' : $' B B. B` 8 B 8 7 ff2: i. i'TQP) 4 5 1/2. B 8 B $ 7j2 g 7 if2 e 8 8 5 t'�")
<br />, - U.-i'."�,�
<br />_"-,--:BDRDM)B".:g•_,@B°-e'"6 teDT4'Oh(}"tltaS5:.:_.�3`iS_J'73'9t}'13"t3"13"1J13t3*�t311fi,73'"_.73°':i3`tTOP)-.�J' 73'3
<br />18t131tJrt#31335
<br />#t3(B07ip3"31J3`TS'3!/t-
<br />t313'3"1331f0)tJt3i•it128_5}"73"3` f}M 11' 13 is
<br />TJ` #J` ia' 13" la" 8 {TOP) YS' iJ• f3` 13" IS" ,J' S3' f3" 13' ter" 13 _ / ('�"3
<br />/4" 8 1 4` 6 tj4' - e i/a" 8 lft" 8 �) "'� - 8 tj4" 8 lf4" g 7j4' 8 fj4` - - - - e ff4• 8 7 s' 8 (8D1°Y."�
<br />� `^ lfl 1/2* , v3" 4 1ja" t.(TOP + -t)5 t3' B' 1J' 13" 13" $ 1f2": r3" $ 7/2" 8 tf2' 8 7j2 13' 5 1/Y 1 (TOP)
<br />LESS 7J. 1 S. 13 Y Y 46,
<br />73' 7' iJ' 13' 7J' 8 if2 #O tf2 7 #/a 73" 8" t (BOTTOM] 13" 7 #/Y 1J" 1J' f3' S4' 13" t0" i1' e' 13' 8 1/Y' 1 (BOTTOM)
<br />- }3^ 5' t3• 1D i/2. 1]' Y t3' 7" 7 if2. 5 tla 13' 4 t/2' Z (TOP) t3" b" Ir ,3' 13` BIf2` 13' 8 i/Y 8 i/2'. B 1/2' i3' S 1/2" 2 (COp}
<br />13' Y /}• 13' tY a 1/2 13' S-1/3 tO if?- 74/2 t3' 8 ,/2' 2 (BOTTOM} 43" ? t/Y i3' 73' S3' iQ` 93'. 1Q` it" B• 13" 4 1/2` 2 (BQiTttM),
<br />13' T 13' iJ' 73' B 7/2 t3' 9 i/2 i0 1f2 ,7 t/2' t3' B 1/T' 3 (TOP} 35,�, 13" 7 ifr 13' AS' t]' 10' 21' 7O" 11" S. 1J` 8 1/2` J (TOP) >8,-4'
<br />12 t/2 12 1/T. B i/4' 6 T/a" is 1/2' 8 2J4" b 1/4` 8 1/4' J (801TOM) TO - - ,2 Ij2' Y 1/2" 8 tj+' fi ff4` a If ,2 1j2 - - 4 7/4' B 1/4. 3 {�TTapl} 70
<br />?" 3' 8' � 1/a` 7' ]if2" 8' 4' i #/2` ]" 8 1/2' 3' i (TOP) fL'-4' 7 1/T` 3" 6' 6' Y 4' 8" a 1/2' S i/T" 6 7/2' }' + (rDP) 8'-4`
<br />e' e' - 8' B' ) -- 5 t/2' - 7 if2'. 4 (BOTTOM} 8' B' 8' - 4' - 5 1/2" _ 7 1/2' - i (BOTTOM) -
<br />iJ' T 13' 13' 13' A 1/Y 73' 4 }/2• O 1. - T•,/2` 1J° 4` 5 (TOP) 13' 8 t/a' 73 13' (TOP)
<br />'iJ` 7' 13` iJ" 73" 8 i/2' IS' 8ij2' O Tf2" {BOTTOSI) 7]" 4 i/a` t3' i3" 7]" 10" TS t0` ti' 8• 1]' 8 t/2' S (80TFOM)
<br />1 ' 13" tb IJ2 73' 7' ,3' Y T lf2'.S 7f2' 1S a 1/2" 8 (TOP) 13" 4" 1J" 7J' 13" $ fj2' t.i'. 8. i/2` 8 9j2• 6 1J2' 13' 8 1/2" 8 {TQPj
<br />3 Y
<br />.- - 8 " 8 7/4•. 8 1/4' B i/4' ,/i' b (BQ77.•") - 1/4` tE #/4" _.: _ _ _ B I i' 8 1/4'
<br />SEE r „ tap AYt�IdRB Tt•PE At sPACIRG FOR wsiwATalts eFTD wiaDp 7
<br />E,G,
<br />i,RS Y74M1 MpIdR7Eb ON SCHEDULE 1iFDtICC ANCHOR S7,AfTNO 8P hblLTIM.YCtW; SPACING 'MtORY. SXi
<br />iKa.E 8Y T18 )atloRR+G FACtOlaB.'FDN tlde t'DPERAIIAlV tD 8E Pps6'wLE. R3:BtK4q.;5MCW0
<br />a8TA0N0 iSkNX FACIIM SM41. NQ1 1K TP3s THAN L4NRAIM SPAgNG F'pR iAC9l ANC414R T*w£
<br />oN ties sEteau
<br />',� ljii _1fCr 1/A� ,jLy tJi"r If{.;..
<br />tNaON Rtin-sU "Q iN�-1�}twl aYif-RI
<br />-Ln�2W7M A1P5iQR $iVCWD (N,) 3 3 3 1 S tf.t' t i
<br />McYNMIi� ,i'AfidlpE 6n•1 3 S 1/r P 3 } }/2'• 3
<br />,1xur.n �.) rmi s S t/Y' 3 ,n• z ,n 31/L-
<br />AGRML 676E D6f71110E FACTOR
<br />f lre-_ ant ---esoyaaa-x.�-QPJ1;�_l:to _ t.w as
<br />31
<br />/7"
<br />*' SPAt2NAZs ONLY VA
<br />A.S.D.
<br />D61GN LOADS # M4X. PANEL (ENCTHS IMiEN SPACER. t
<br />AS.D. I,RiAD �� PMIEL..
<br />4O PSF OR LEAS g'_g`..
<br />> 4tl PSF 7O 50 PSF 6'-2`
<br />> 50 PSF Tt3`6tl PSF 5'-T0'
<br />__,._.- .�-___.._.:.�._-� __...__....ANCNpRS (�E SECTIONS 8 XTFIt11ATTrES ON SHEER tJ, 1L, 15$,tb)--__- ___
<br />13' COX, R-tA/T3, R-ZAj13, R-3Aj14, R-18j1S, R-2Bj13, R-3B/74, J` W^t'-I
<br />�.(�„ �. �:� R-tAWj15, R-2A14r/t& R-3AWIi8. R-1�Xf15, R-2B1Yji5. R-3@Wjib. 1 {---H
<br />o , it o o a a o �'', �
<br />, 1 i E �:
<br />1
<br />BB f I I' 1
<br />I ''t
<br />t
<br />1
<br />1+
<br />4 ) I
<br />I 1+
<br />1 1 a
<br />I
<br />Y i I l a^4-•aaR7 ss: ks w 1 f "L' BOL
<br />I '1 I i (USE FOR PANEL LF3abm ' ! wvc.
<br />I P
<br />. + ; ; f OVER 7'-6`j _ j PANEL LENGTH
<br />,i t I
<br />i
<br />i P '-8' 440. B 0, c . sr PANEL 9 a Flo. T P :REGULAR ORIA . GIAAR ST018A PANEL P. ,RE
<br />W OVERLAP LBA _ � PJRgI LEt(G77t
<br />i _
<br />t I 1)
<br />j
<br />1
<br />r 5Q sL i, P a I � SAFET/ STORM ANEL P.R.
<br />,
<br />I , LµE
<br />+, ' i (w/o ovExL+P MID IsAt/Fl LENGTH BafL1)
<br />t
<br />, 'I
<br />- A ^_ � -,. i { (LSE2'-e' M1H•PANELLENGTH�t,1/4r-Tq.t•-,,_______._Ar At1.EiQfRLTXtuTii}ss.Bgl.rswt7��
<br />`'77 I A7 EA. UlEA1�
<br />I
<br />I
<br />U i
<br />I
<br />4
<br />I " i 1 E i + ; j I
<br />3't
<br />t t i
<br />Il -
<br />4'
<br />I
<br />,
<br />i
<br />; 1
<br />C , 1 r
<br />1 r I rr,.
<br />I t 'r�
<br />�_�2�f NOT(3fE5 AT
<br />S , S1U0
<br />� ' i T � `"GOCA714M O LIFE SRFki1Y""'�,, � i' I
<br />i
<br />/�( i
<br />i�
<br />I
<br />C , PANEL: BOTTOM lARNERS i ` O i� i
<br />_
<br />, .
<br />i y
<br />ktistRt+AP-� y�I� '/yp-ovERLrP� I
<br />or� - WING NUT AT Iih6iB/.SG� ,. __WING NUT AT
<br />3% jµi( LEFT PANEL RIGHT PANEL 3' MARS '� RLStALUIIE)SS ONLY VALID FOR 141N0
<br />}' i.RN. R-4A/i3, R-ZAj13, R-3Aji4, R-18%t3, R-28ff3, R 38j14. t' Mw,F SPEED UP 7C t70 m.P�h.
<br />R-TAWj15, R-ZAWj15, R-3AW/ib, R-f8V1fi5, R-2BWji5 R-3BW/16. -
<br />_.—____._-__._—.r,Hg7R (SEE SEGi1(YN5 8 XTERNAThEl ON SHEETS 23, 14, 15 del5}--•-.--.4.-.-_ ..-._._ _._...._. '.
<br />1/L' MAX, (;w
<br />_ LIFE SAFETY STORM PANEL i ELEVATIOhi (t)
<br />SCALE t/4'.,i` it
<br />r�REGUWi �" I�RFGUtAP }-
<br />- ...c _ STORM PANEL t� OVFfBAP i 1MKAE VMLLVj STORM PANEL :.
<br />N iNr
<br />if4",7'
<br />IaX, as s
<br />uFE SeFEtY PANEL YF = FYORIDA BU)LD)NG CODE Nan High Velocity RY �lurxieane ]One
<br />''s F tQA{Oh ,. "°�0 r'Lt� � 24 GAGE GALVANIZED STEEL. STORM PANEL IIµM%�Br
<br />+�- �*�. • --T`� IL. EG�}I�te, GLOBAL PROTECTION PRODUCTS. it.£,.
<br />SECTION A -A ,_�/; � +Lob aw. bt alllFit -
<br />SCALE 1 /a'a 1' 34w � � ere: t+FKei+ wia r. n Ot. tiAt.F. FL 3y1+ 20-175
<br />Iles, , pa.S Lri-et9. lsN dii-{9f PFIpC iRxfmr7B4a PAih {834NIIWS'/S7
<br />P,& �J�+a7aF/B,ttC CA-Te9S71L a+a n.rl'r r. ay. w wwnr Tess P,WYLN ilv
<br />IkY.TQt A $.'� rW 1T•Id 'WP31 12 M i►
<br />INTO WOOD STRUCTURES
<br />r t"- ` s m j3'j] :,-rl;t I ,i `.�t � I i (II
<br />'t"? µ. WOOD HEADER i3l ���WpOppb HEADER '�°�. _ w9QD NPAOER r? - 11 _._jrai
<br />,; { - gUKiEC ��-REAUltED "+':,,., 4 1NREO �' .'v' �REIUIIAED
<br />' I, -. �a'r TAPCON r TMCON i � / L'r TAPCON
<br />- 1 + ,i ANCHOR O 9" O.C. ' OR O B' O,C. - • 4 _ f ;I �4`e TAPCON
<br />{ 't t ait i I NOA O 9' O.C.o.0 I. i r � AilC11pR & 8" O.C.
<br />' � � � a � � � ,i �4 ,-� 'l � ail -.�
<br />y _ J J I
<br />' t/a• :�l 7/2" - 7/L" ,X'. ' ifi. li 1/}� d i a,
<br />_r e
<br />- t, ri i't HMI. _.___ ,)1 14A1L___. _.. ---MAX-__ i �y r_MN4
<br />Mtn, i I, :. I �, i,'f ;.) Mln. 1 t 1 � I Ann. k, , 7
<br />4 I � ` 1 I �' I
<br />T x 1
<br />a I �
<br />RI ,az...,......._-,,. ,.._ ,�_,,.:.,,, .".t...,.._ s.E,.t}LLts w ... r n .._��k ..1.-...,Ts �'.tt vI ,.
<br />N 1.......: a/.4YtYMt ! W__...,._.:,�-. :fir. .,�,.,_...... +r{E+P E (I I Y L1w#a+t _ . _,. .,x..
<br />EX ( � eats
<br />R
<br />� - TEA
<br />ET11SY! SSW ' 3 '�4� ea
<br />t , 1 At i
<br />n Tr, I
<br />AT B1 G(AS3 � i . GLASS 1124
<br />11 : ik E7tFaT1 i5T1m41 _..._._ .
<br />_.,�.._ � ramRw7.-e'er i stAss� ��._.__, ..,..._ I I eve _ t� i mm°'"or-e') i �-�I ;>i t
<br />R I � i R a , ^L' MAX,. R I 1 a , a � ^.` MAX.
<br />, + ........._ _.4.,.-,_... ..-�.,..i__. g, PANEL LEFXeiH !I 1 __.. ._,._.._. 2 rtR.-_'�-:it�� �. L..._...! �« FAi#3. EET(O'Ri _._i.,._. -�,—T 1'MRF. 'n�r i (SEE EtEVAnaN ! I � I.' Rr. �-'-'... (SEE EiEYATIORr
<br />( PANEL. IIctiGTPi
<br />0 1 � i . PANEL LENGTH % '
<br />It ON SHEET i ( QNSHfEt' ,...
<br />z} 2)
<br />r. ,,_....�.,._.,._..._,:_ ,_.�.L._:1 (5£E ElkiiA7X)PI n -_. .T J
<br />___..__�:_.�I__,.._,_ ,..SEEELEYATtpi8IONSHEET,28i�j)p^1 I R 1` L6n. ` { T) i ON SHEET 94} R a_ .� _-
<br />11 t Irm. 1 � #` IR.r. I � u i _ . X T- 1 f'�
<br />Ir--�sEp I ,a ��PAa+:nQR- - t "� fi ro Cuss, 4 _ � 4 I. �. 4 �•-�i .�
<br />n ��} { 17 E ' s
<br />a TO O1A55' j - - � U i � e 70 GiPS3.. r' 'l7' 8" � I fa - � 7O GLASS_ i. -_� _.; ; i 8'
<br />-." _ �>r�1 a It l/2• f f - -. ✓"1 •121n" ( 4
<br />FD. '.� -'-,� l � Itc 7 IEQ -. '- sl(: i EQ =; '.-- ._._ -.. �., ____# ���'''jjj
<br />-4 1
<br />_1 _
<br />1 ,;,.� *1 _ `, ______._1___ ....}E� '- i...it ,r----_. _L...__._.._i E�O. M.r: '.::,v, ,_ 7/2 ...'�s~im�'•w.s Co. - ! — z. ,`
<br />.. t �--(/�\1 ^:1•' I i , !I j/��^�j t � : i1 Oi wfr fl.c 3 1f2"��'.,. t 4's-. i'
<br />k,�I Ii - � �.I' k � 3I, j`' '4./ PLATE ��ti� - 4 i t� I.
<br />� � � Bat'3.W af$.
<br />{ f '.". `'. I � {� -+r1. t ..y ... �,_
<br />>.j I t e SY 1 L,9:
<br />'s ', t - REWIRED t. s 1. , z
<br />j
<br />1 iV �n ,
<br />f I - 1 4'0 7APCON tz`+� 'J ` I�7. 1}'4"i TAPCON @ +-,I E=. [ ,+ 14"e FN'CON .a"xe". WOQ,O .-.:.. T,,; : ! i
<br />F 1 f `j
<br />At.GNpR O 4' O:C � .+ - YAtCHOR OB` CO. ANCHOR O 8` O,C PLATE. .!
<br />+ !E S1A(XEREpw/5T710=iaS7At)GERmw/STUD„,'#.sji1REDV$�O?:L'f4"rTAPGQNIAc0O8gG.)rA`Wpoa��:.�...����t" wooD �#1.,�'1��qiijiI..� ,._PLATE :w..,..£. a"s<.,..w::,.. _ WTE 1..' -1--,.,L � � t°+ i
<br />.',^•" ". REQUIRED -�. ^' RECII'7RFD as � . -.��
<br />WAtL�Qro(�jjyOS WALL. 1iOUNTiNGS
<br />F *�Ij• Jam' 4
<br />GeNti '� FLORIDA BUILDING CODE Non Nigh Ye11Ki4Y Nurr)cone Zone
<br />tA}T7a ti[7F{4 RTC. Fl.
<br />24 CAGE GALVANIZED STEEL STORM PAN
<br />i. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN � � ' 44157 —_EL aR�N Bt:
<br />PRESSURE RATINGS {ps.t) AND PANEL LENGTHS AS ="k: � *'°-- �.-..,�' T Pz/xF/mm
<br />PER ELEVATION ON SHEET 12, ,; ''. ;STATEO7�' , �* ._ - - 11�„ �C►� }ELe. �-OBA1• PROTECTION PRODUCTS, liC• De7:;
<br />2. FOR NEW waves FRAME DONSrnucnoN: WooD s� x �"-"" -,.. .. µ orem,tNY 4eao S.W. at amm :. -----
<br />'TO PIN No W
<br />., fi'• . tORf'D { . - �.d+"'.,r. µ. 3w. a le•. as wr1. awbeo. rt aHrt wvE FL SA'1»
<br />MEMBERS 8E SOE)7HEiD6 E 2 SPECIFIC F 20-17
<br />wr - r PiIONC AY F 117R-Mb. MCR•s» {nt Oe+
<br />DENSITY OF D55 �R EQUAL �
<br />sir .-.-:."...-._.,_.. wrze .L+�r mW. w were ra t11MWn%tae
<br />- t11N W""' ak4n±AWULFE wp,�I ti7g�}per gj0'r }S M i!
<br />MAX. ASD; MA%kIW ANCHORS SPACING PANT 1/1N E,O. PER SCHEDULE B€I.OtY ATE NAX7tMR:1 VAX. A.S.G. tEAXRIiNJ ANCHORS SPACING tTXi MIN E.D. PER SCHEDULE BEtUSW �P=E A/utBltgl
<br />PN�EarSt�iRE TAPCON SOLid-SET PN+�#7AA� PA ATE TAyN,_iyyLM
<br />PLENGdI
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<br />F,`52a.73'tt' T3'13'A't3't3`,3'1J'/Y)IS' S' 13`0 t/Yt3'8/2/13"ja('1'�}1:'81t}Tt8YY1Yi81YdS]`9iJ'9t' 11` t3` 13` 1J` 1J•,3'f3`72• ?tBOTTOM)3'3`/a3"//2/tBOROMj?lz`t•J.-J"/3&"C70t"ji't3'ffi' (TdP) J / /
<br />J
<br />- - 1/--12 1 t t i2 1 - _ 6 t #' 8 i #" 3 (6OTT - 2 1/Y 12 t/2' 8. ifi' $ 1/4' 2 7/2' $ I/4` - - B 1f4':-8 Ile J (BOTTOM) FOR
<br />1T /z / 2 /2` f ! f Q�).. tzt .... -
<br />_ Y
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<br />Y # t B1/2' 87 R ]
<br />7 Y -q• 89TIQM) 3 S / /T
<br />73 1 13 2 ] 3 N i3 3 .Y
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<br />t bl L L # la 81-.A'81 et 6.
<br />8 Y 4 4 a 8. � f $ / / f t13fl7T )
<br />?-60. r13 _ - 6 � / / f /
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<br />+75: -T5 / f2` 93" a 1 fa' i TpIX+)
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<br />73' 7 t/Y 13` 7J° 1J" to' i3• 70' it. B' ,S' a ff2' 2 {7�) td'. 5• 13' f0 1/2 i3' B //2' iS' B 1/2' 7 e/2'�5 i/2 13" +ifa' 2i3OP)
<br />93" 7 7/2" t]' 13' 13' TO tf2 13' •iQ t/2 1 t/Y 8' ,3' T' 2(&7TTOM) -13' Y t3' 13' 13' 9 1%2` t3' 9 1/Y 10 1/a• 7 t/2' 13' 8 t/Y 2 (COTTCM)
<br />13• 7 t/2' 13' 13` 13' tQ-i/Z. a3` 70 tJ2.-I1 t/2' 8' 13' Y J (•IIX'.) �,_•8. t3' 7" t3` tJ' t3' 8 ifl` 13' a t/2' 10 ff2" 7 1f?' 17' 4` 3 CrO� �-B,
<br />12 1/2 1T #/2 8 ffl`'B ifa' 2 1/Y 6 1/4• B tf4" 8 ,f4" 3 (BOTTOM) TO - 2 #fa',2 tJT'-6 1/4' a 1/4' 2 if2" 6 t/4' - - 4 i/d` b ifi° 3 (BOTiG/) 1D
<br />T tf2' S i/2' jr 8" 7 t/2' 4' B` + 1/2' S" 3 t/a' Y S ♦ {T4P) B,_O• 7" 3' 8" 3 t/2" - T' ] TJY 8" a t/2' ]' 8 1/Y?2 i/Y' 4 (TOP) 7-S'
<br />e' _ _ g^ _ 4' _- 8' - B' - B^ - 4 (BbTTaYlI- B' - B 1/2' - $' - B' - B v/2' - Y - i (BQRqu}.
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<br />tJ' 6 t/?' 11' 1J" 13` 8" 13• 8' tQ' 7 t/2" i3" 8' (TOP)
<br />1J` 7 i/2' 7}' 1S' 13' 14 t/2' t3' 7b 1/2 1T t/Y 8' 13' 7" 5 t3'7'13'13`-S3`81/2't3"B4/a'5 {BOPYCAI)
<br />TOf2iJi0t/24't3`7"6 I]'S't3'__8 t/1'8 1a`8 1L'8tfa'--61/4`6t/L'6'. _ _ 8 iji' 4 if4' 6..5 L' 4 ify'. - -
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<br />L WOW wit AIXa1dR 4PACIM(8t A1Li MA(WW .1. fY157AN(F'ARE LOKTATEG. ON TENS tCY.EWtE FOR E,>a
<br />� TNNa INdCA'RO ON SC4KbULE tlEAtaY ANCHOR BPf.CtaC e'i MR.'nPf.'nRG $A}E1N6 SfiaAtt ON
<br />sCNEIX.IE 8Y THE FOLlD+w1a rNCTolaS. FDB INS DisERrrTXRI ltl � 3aQ55a4LE, REDUCED SPApI&
<br />OeTAtIED I/SL+G FACTOR sNALL NPT SE U.7S tNAN AgNwX1Y sPit'WG rrl4uTED taR CAN ANGIbR TYPE
<br />ON TiRIIS(LIEO4at
<br />ANO}10R TYPE ...T�L _. Ije,!,_ tjt'o jfi'r ,/t^._ t/a'r
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<br />MR.e4w1 ANCipR SPAWN Qn.) ) 3 a ] Y 1fJ• 7 th
<br />,AImtEEb°B.i 3 3,i2 a ,n•
<br />ALw1Yll FDBE ObTMiLE. ) FACTOR
<br />2 yn• e8t 4.5a - -0.Jb
<br />3. aW 0.T1i Ib0 - 0.&1
<br />"' SPACINGS ONLY YAUD WHEN Si7AC#.R IS SEE T� 1 FOR MAX.EdAX. A.S.
<br />DESIGN LOADS & MAX, PANEL LENGTHS IMAM @� is USED.
<br />SEE SHEETS Y8 & Y8 FQR AIiRe{QR6 A7101011 TIPS � t/4`r .
<br />TYPE a 5PAAtYG FDR R{ST'AUATIONb WIU '
<br />g24aaIM AND Ma18RIM' WISAW NWJaR _t1PApNn (n•} 3
<br />EDGE OBTNiCE ARE iNQ1GPTEQ ON INS rNMMwimot �Cau:+r. nA3 3
<br />SGiiEOfaE MR E,a LL^BS THAN eWMATEd tarrrAslLLI
<br />ON 5CtE0ULE REDUCE ANCHOR ENO
<br />8Y wXnPL'�G 6PADWG 64fpwN ON AWIYL 6� g1lW� � F7CTG1
<br />SLYtlE9lAE BY THE ROLt.OWwiD FAitDR3.
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<br />blNilrl7A 6PdDa1O RIDtFATEO 7'ai EACH }• bAb
<br />ANCLabR TYPE ON tine Sd1EDULE -___. _ _..__ _..-_-._ - __
<br />3 S/2' `
<br />INTO WORD STRUCTURES
<br />li
<br />�qu RED •� �Il �Q�IHRED
<br />+r. I t t �_ �4•r TAPCON ,' 1 II 714V TAPCON
<br />F' ., ANCHOR O 8' O.C. ,, '�, ANCHOR O g' O.C.
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<br />I!p�..,-PANfI.i.ENGT47 �.��„---._6.PANEL tENOTtt
<br />1IEEE it%YATKiti1�(SEEEtF/A170N G ON SHEET t2}
<br />-=----;/•----=-:�_= ON SHEET /2} R ."- 1
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<br />I'I`y,,. � � l_, __ _�_____•/
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<br />II (1`--SEPARATiON
<br />1
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<br />I REQUIRER READ ftEb I , a°. i . n �a`A. PANELMATE PLUS )_••. (: I- „ Y/4'a PANEUAA7E PLUS
<br />} i � C' - ; AtPCNOR O 12 T f2" O.C. { S IT
<br />j pNCh©R O 'X2. t fa` O.C.O:C.
<br />,"iplii1111111iiFIr(rr
<br />WALL t1iflUNTiNGS .�I+�.T• A: i?tt/j�y,�
<br />- 0,14187 = FLORIOA BUILDING CODE (Non Ni h Yetocl Nurrlcone Zona
<br />Lmrla tVF10. NIC. Fs°.
<br />21 GAGE GALVANIZED STEEL STORM PANEL
<br />t. iNSTAtAATTUN ARE ONLY VAIJD FOR MAX. A.S.C. t• STATE OF .:M4� ���� °F
<br />DESIGN PRESSURE RATINGS (p.b.f) AND PANEL 'ss9lry�; F(ORf�" _.-.. E# IA.iC�.QtYEe, .GLOBAL PROTECTION PRODUCTS, L,LC, m/
<br />LENGTHS AS PER ELEVATION ON SHEEP 12. $r S • • •.. ���� MOP §.W. fit SfREeT
<br />2. FOR NEW WOOD FRAME CON5TRUCTlON: WOOD N �ONAI "^*�
<br />a an, ►. xA'. n Stin
<br />4 t, -.. 4YIetiS,
<br />1
<br />F 20-175
<br />! N c 7 M. 1-
<br />i } G m-Ina . t- PHONE tie xt. mi -e7e
<br />MEMBERS TO BE SOUTHERN PINE No 2° Wf SPEC)FIC eiNulu} � +nw+: R.:(rW147 tea. (r }ten•- 24K, ( �
<br />111TAµ4 rIP
<br />DENSITY 0.§5 DR EQUAL bA-aaae'�712,n. n.t.i., .,.L. :i.a+=., Ave.:.
<br />PE. tEA!/scNAtlmE/enE wFtTPA A TYan lil PT.E. „-,ax nam tL M /e
<br />At: pI,X)ABL£
<br />AC R Q +.. SHOWN ON 'St1�Ta 8 & 7
<br />AWGAIUM RIG FO E.. AS
<br />MAX, A.5.6. MAId MUM
<br />TO
<br />PANEL DESIGN
<br />PRESSURE ,�TAPCON LW PM7ELW7TE PNAEUdAT£ Zy'40D BUSN17yGi. � �' liNgiff
<br />fFINLLE IO PLUS
<br />it.
<br />A.I. ) ) ( SCREW
<br />tP OF THEM
<br />'1J` 13" 7J' 13` 7J' IW
<br />tW
<br />,r ,3` B' 13` i3' ti+�7
<br />81/2' eTyr B, - 8Ile
<br />B, ' /z /2 ttpY7
<br />- - 8 i/4" 72 Ij2` B t/4' (BAR •) 5'CO
<br />•
<br />Y T Ij2' B" 8` - (TOP) LESS
<br />7 3W BOTTOM
<br />1T
<br />a+45. -LS 73• 23' 13' 13' i3" tBDROM)
<br />ro
<br />iw
<br />-75
<br />1S" 73' 13' 13' 7O• (TOP
<br />+75,
<br />13" 73' 1J" 13' 8 tfL' 1w (�TTOM)
<br />B If2" B 1/a' $ W. $ 1/Y` 6 Yj2" (irJP}
<br />a' 2 2" B 4 4`
<br />35'-q•
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<br />S3` 1S'- -T0' 41Mt1X177(341},.
<br />►Wf. A5:0. MAXIMUM ANCHORS SPACING FOR MN EO. hPD SCHEDULE BELOW A•E AfA17iMUl. MAX ASD.. - EIAttR,BA, ANCHORS SPACING FOR FDR PAIN ED, PER Bo41PDUli BELOTL tAAX8/W1
<br />PRESSURE TAPCON SOLID -SET � � P P(�'�� 7A►LiG•JlL1tNt GLK-IN �h �, t£NGiN PRk`55iRtf TAl"CON SOLBi-SET FEIULE � P �;� JAMSO-NNl1N WJ(-IN �A tEN,rTH.
<br />RATING m ro m W11$iaTWN �' RATING 2'
<br />ta•e•r5 t0 .Ni i0 DF tt�M in.} 0>:b,t,)'� tN,)
<br />'3` 13' t3' 13' 13" f3' t3` Y3' i.3' i3' iS' 1J' f (BOtiON) T3' 13✓ 13' 1]" t3` 13' t3" tJ` t3' tY 13' 11 t/2 ? {BaITdM):
<br />TJ TS 13 i3 IS IJ }3" ,} 13 13' 73 13" 2 (T� tJ' ,3 13 73 f3 13 13` t3' 1] 13 13 fa (FOP)
<br />• it lz 5 ' F ' t ' t t ' t3' 3" 2
<br />t3• t3' #3' 11" 13' iJ' 73` 7}' t3" #3' 7]` 13' 2 (BORON} 3 J S" J t 13 I
<br />, 11 1 S OP
<br />t3' 73' r3" is' YJ" Y !3 (TOP)
<br />i /2
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<br />1
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<br />1 r' • f 2 B 8 1 4 3 -
<br />i1' Y a' J BOTTOM a 2 2 [�_F"Fi`
<br />is 8 2 $ B l/{8,.,.ym, LKt a a 6 J / OR /
<br />LESS
<br />8. B B' : $' B B. B` 8 B 8 7 ff2: i. i'TQP) 4 5 1/2. B 8 B $ 7j2 g 7 if2 e 8 8 5 t'�")
<br />, - U.-i'."�,�
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<br />18t131tJrt#31335
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<br />� `^ lfl 1/2* , v3" 4 1ja" t.(TOP + -t)5 t3' B' 1J' 13" 13" $ 1f2": r3" $ 7/2" 8 tf2' 8 7j2 13' 5 1/Y 1 (TOP)
<br />LESS 7J. 1 S. 13 Y Y 46,
<br />73' 7' iJ' 13' 7J' 8 if2 #O tf2 7 #/a 73" 8" t (BOTTOM] 13" 7 #/Y 1J" 1J' f3' S4' 13" t0" i1' e' 13' 8 1/Y' 1 (BOTTOM)
<br />- }3^ 5' t3• 1D i/2. 1]' Y t3' 7" 7 if2. 5 tla 13' 4 t/2' Z (TOP) t3" b" Ir ,3' 13` BIf2` 13' 8 i/Y 8 i/2'. B 1/2' i3' S 1/2" 2 (COp}
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<br />12 t/2 12 1/T. B i/4' 6 T/a" is 1/2' 8 2J4" b 1/4` 8 1/4' J (801TOM) TO - - ,2 Ij2' Y 1/2" 8 tj+' fi ff4` a If ,2 1j2 - - 4 7/4' B 1/4. 3 {�TTapl} 70
<br />?" 3' 8' � 1/a` 7' ]if2" 8' 4' i #/2` ]" 8 1/2' 3' i (TOP) fL'-4' 7 1/T` 3" 6' 6' Y 4' 8" a 1/2' S i/T" 6 7/2' }' + (rDP) 8'-4`
<br />e' e' - 8' B' ) -- 5 t/2' - 7 if2'. 4 (BOTTOM} 8' B' 8' - 4' - 5 1/2" _ 7 1/2' - i (BOTTOM) -
<br />iJ' T 13' 13' 13' A 1/Y 73' 4 }/2• O 1. - T•,/2` 1J° 4` 5 (TOP) 13' 8 t/a' 73 13' (TOP)
<br />'iJ` 7' 13` iJ" 73" 8 i/2' IS' 8ij2' O Tf2" {BOTTOSI) 7]" 4 i/a` t3' i3" 7]" 10" TS t0` ti' 8• 1]' 8 t/2' S (80TFOM)
<br />1 ' 13" tb IJ2 73' 7' ,3' Y T lf2'.S 7f2' 1S a 1/2" 8 (TOP) 13" 4" 1J" 7J' 13" $ fj2' t.i'. 8. i/2` 8 9j2• 6 1J2' 13' 8 1/2" 8 {TQPj
<br />3 Y
<br />.- - 8 " 8 7/4•. 8 1/4' B i/4' ,/i' b (BQ77.•") - 1/4` tE #/4" _.: _ _ _ B I i' 8 1/4'
<br />SEE r „ tap AYt�IdRB Tt•PE At sPACIRG FOR wsiwATalts eFTD wiaDp 7
<br />E,G,
<br />i,RS Y74M1 MpIdR7Eb ON SCHEDULE 1iFDtICC ANCHOR S7,AfTNO 8P hblLTIM.YCtW; SPACING 'MtORY. SXi
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<br />31
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<br />A.S.D.
<br />D61GN LOADS # M4X. PANEL (ENCTHS IMiEN SPACER. t
<br />AS.D. I,RiAD �� PMIEL..
<br />4O PSF OR LEAS g'_g`..
<br />> 4tl PSF 7O 50 PSF 6'-2`
<br />> 50 PSF Tt3`6tl PSF 5'-T0'
<br />__,._.- .�-___.._.:.�._-� __...__....ANCNpRS (�E SECTIONS 8 XTFIt11ATTrES ON SHEER tJ, 1L, 15$,tb)--__- ___
<br />13' COX, R-tA/T3, R-ZAj13, R-3Aj14, R-18j1S, R-2Bj13, R-3B/74, J` W^t'-I
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<br />i. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN � � ' 44157 —_EL aR�N Bt:
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<br />"' SPACINGS ONLY YAUD WHEN Si7AC#.R IS SEE T� 1 FOR MAX.EdAX. A.S.
<br />DESIGN LOADS & MAX, PANEL LENGTHS IMAM @� is USED.
<br />SEE SHEETS Y8 & Y8 FQR AIiRe{QR6 A7101011 TIPS � t/4`r .
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<br />ON 5CtE0ULE REDUCE ANCHOR ENO
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<br />- 0,14187 = FLORIOA BUILDING CODE (Non Ni h Yetocl Nurrlcone Zona
<br />Lmrla tVF10. NIC. Fs°.
<br />21 GAGE GALVANIZED STEEL STORM PANEL
<br />t. iNSTAtAATTUN ARE ONLY VAIJD FOR MAX. A.S.C. t• STATE OF .:M4� ���� °F
<br />DESIGN PRESSURE RATINGS (p.b.f) AND PANEL 'ss9lry�; F(ORf�" _.-.. E# IA.iC�.QtYEe, .GLOBAL PROTECTION PRODUCTS, L,LC, m/
<br />LENGTHS AS PER ELEVATION ON SHEEP 12. $r S • • •.. ���� MOP §.W. fit SfREeT
<br />2. FOR NEW WOOD FRAME CON5TRUCTlON: WOOD N �ONAI "^*�
<br />a an, ►. xA'. n Stin
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<br />111TAµ4 rIP
<br />DENSITY 0.§5 DR EQUAL bA-aaae'�712,n. n.t.i., .,.L. :i.a+=., Ave.:.
<br />PE. tEA!/scNAtlmE/enE wFtTPA A TYan lil PT.E. „-,ax nam tL M /e
<br />►Wf. A5:0. MAXIMUM ANCHORS SPACING FOR MN EO. hPD SCHEDULE BELOW A•E AfA17iMUl. MAX ASD.. - EIAttR,BA, ANCHORS SPACING FOR FDR PAIN ED, PER Bo41PDUli BELOTL tAAX8/W1
<br />PRESSURE TAPCON SOLID -SET � � P P(�'�� 7A►LiG•JlL1tNt GLK-IN �h �, t£NGiN PRk`55iRtf TAl"CON SOLBi-SET FEIULE � P �;� JAMSO-NNl1N WJ(-IN �A tEN,rTH.
<br />RATING m ro m W11$iaTWN �' RATING 2'
<br />ta•e•r5 t0 .Ni i0 DF tt�M in.} 0>:b,t,)'� tN,)
<br />'3` 13' t3' 13' 13" f3' t3` Y3' i.3' i3' iS' 1J' f (BOtiON) T3' 13✓ 13' 1]" t3` 13' t3" tJ` t3' tY 13' 11 t/2 ? {BaITdM):
<br />TJ TS 13 i3 IS IJ }3" ,} 13 13' 73 13" 2 (T� tJ' ,3 13 73 f3 13 13` t3' 1] 13 13 fa (FOP)
<br />• it lz 5 ' F ' t ' t t ' t3' 3" 2
<br />t3• t3' #3' 11" 13' iJ' 73` 7}' t3" #3' 7]` 13' 2 (BORON} 3 J S" J t 13 I
<br />, 11 1 S OP
<br />t3' 73' r3" is' YJ" Y !3 (TOP)
<br />i /2
<br />tY 3 73` iJ» ' T3"
<br />1
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<br />5'-B' exreu�
<br />1 r' • f 2 B 8 1 4 3 -
<br />i1' Y a' J BOTTOM a 2 2 [�_F"Fi`
<br />is 8 2 $ B l/{8,.,.ym, LKt a a 6 J / OR /
<br />LESS
<br />8. B B' : $' B B. B` 8 B 8 7 ff2: i. i'TQP) 4 5 1/2. B 8 B $ 7j2 g 7 if2 e 8 8 5 t'�")
<br />, - U.-i'."�,�
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<br />18t131tJrt#31335
<br />#t3(B07ip3"31J3`TS'3!/t-
<br />t313'3"1331f0)tJt3i•it128_5}"73"3` f}M 11' 13 is
<br />TJ` #J` ia' 13" la" 8 {TOP) YS' iJ• f3` 13" IS" ,J' S3' f3" 13' ter" 13 _ / ('�"3
<br />/4" 8 1 4` 6 tj4' - e i/a" 8 lft" 8 �) "'� - 8 tj4" 8 lf4" g 7j4' 8 fj4` - - - - e ff4• 8 7 s' 8 (8D1°Y."�
<br />� `^ lfl 1/2* , v3" 4 1ja" t.(TOP + -t)5 t3' B' 1J' 13" 13" $ 1f2": r3" $ 7/2" 8 tf2' 8 7j2 13' 5 1/Y 1 (TOP)
<br />LESS 7J. 1 S. 13 Y Y 46,
<br />73' 7' iJ' 13' 7J' 8 if2 #O tf2 7 #/a 73" 8" t (BOTTOM] 13" 7 #/Y 1J" 1J' f3' S4' 13" t0" i1' e' 13' 8 1/Y' 1 (BOTTOM)
<br />- }3^ 5' t3• 1D i/2. 1]' Y t3' 7" 7 if2. 5 tla 13' 4 t/2' Z (TOP) t3" b" Ir ,3' 13` BIf2` 13' 8 i/Y 8 i/2'. B 1/2' i3' S 1/2" 2 (COp}
<br />13' Y /}• 13' tY a 1/2 13' S-1/3 tO if?- 74/2 t3' 8 ,/2' 2 (BOTTOM} 43" ? t/Y i3' 73' S3' iQ` 93'. 1Q` it" B• 13" 4 1/2` 2 (BQiTttM),
<br />13' T 13' iJ' 73' B 7/2 t3' 9 i/2 i0 1f2 ,7 t/2' t3' B 1/T' 3 (TOP} 35,�, 13" 7 ifr 13' AS' t]' 10' 21' 7O" 11" S. 1J` 8 1/2` J (TOP) >8,-4'
<br />12 t/2 12 1/T. B i/4' 6 T/a" is 1/2' 8 2J4" b 1/4` 8 1/4' J (801TOM) TO - - ,2 Ij2' Y 1/2" 8 tj+' fi ff4` a If ,2 1j2 - - 4 7/4' B 1/4. 3 {�TTapl} 70
<br />?" 3' 8' � 1/a` 7' ]if2" 8' 4' i #/2` ]" 8 1/2' 3' i (TOP) fL'-4' 7 1/T` 3" 6' 6' Y 4' 8" a 1/2' S i/T" 6 7/2' }' + (rDP) 8'-4`
<br />e' e' - 8' B' ) -- 5 t/2' - 7 if2'. 4 (BOTTOM} 8' B' 8' - 4' - 5 1/2" _ 7 1/2' - i (BOTTOM) -
<br />iJ' T 13' 13' 13' A 1/Y 73' 4 }/2• O 1. - T•,/2` 1J° 4` 5 (TOP) 13' 8 t/a' 73 13' (TOP)
<br />'iJ` 7' 13` iJ" 73" 8 i/2' IS' 8ij2' O Tf2" {BOTTOSI) 7]" 4 i/a` t3' i3" 7]" 10" TS t0` ti' 8• 1]' 8 t/2' S (80TFOM)
<br />1 ' 13" tb IJ2 73' 7' ,3' Y T lf2'.S 7f2' 1S a 1/2" 8 (TOP) 13" 4" 1J" 7J' 13" $ fj2' t.i'. 8. i/2` 8 9j2• 6 1J2' 13' 8 1/2" 8 {TQPj
<br />3 Y
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<br />31
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<br />4O PSF OR LEAS g'_g`..
<br />> 4tl PSF 7O 50 PSF 6'-2`
<br />> 50 PSF Tt3`6tl PSF 5'-T0'
<br />__,._.- .�-___.._.:.�._-� __...__....ANCNpRS (�E SECTIONS 8 XTFIt11ATTrES ON SHEER tJ, 1L, 15$,tb)--__- ___
<br />13' COX, R-tA/T3, R-ZAj13, R-3Aj14, R-18j1S, R-2Bj13, R-3B/74, J` W^t'-I
<br />�.(�„ �. �:� R-tAWj15, R-2A14r/t& R-3AWIi8. R-1�Xf15, R-2B1Yji5. R-3@Wjib. 1 {---H
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<br />}' i.RN. R-4A/i3, R-ZAj13, R-3Aji4, R-18%t3, R-28ff3, R 38j14. t' Mw,F SPEED UP 7C t70 m.P�h.
<br />R-TAWj15, R-ZAWj15, R-3AW/ib, R-f8V1fi5, R-2BWji5 R-3BW/16. -
<br />_.—____._-__._—.r,Hg7R (SEE SEGi1(YN5 8 XTERNAThEl ON SHEETS 23, 14, 15 del5}--•-.--.4.-.-_ ..-._._ _._...._. '.
<br />1/L' MAX, (;w
<br />_ LIFE SAFETY STORM PANEL i ELEVATIOhi (t)
<br />SCALE t/4'.,i` it
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<br />N iNr
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<br />+�- �*�. • --T`� IL. EG�}I�te, GLOBAL PROTECTION PRODUCTS. it.£,.
<br />SECTION A -A ,_�/; � +Lob aw. bt alllFit -
<br />SCALE 1 /a'a 1' 34w � � ere: t+FKei+ wia r. n Ot. tiAt.F. FL 3y1+ 20-175
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<br />- 1 + ,i ANCHOR O 9" O.C. ' OR O B' O,C. - • 4 _ f ;I �4`e TAPCON
<br />{ 't t ait i I NOA O 9' O.C.o.0 I. i r � AilC11pR & 8" O.C.
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<br />F *�Ij• Jam' 4
<br />GeNti '� FLORIDA BUILDING CODE Non Nigh Ye11Ki4Y Nurr)cone Zone
<br />tA}T7a ti[7F{4 RTC. Fl.
<br />24 CAGE GALVANIZED STEEL STORM PAN
<br />i. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN � � ' 44157 —_EL aR�N Bt:
<br />PRESSURE RATINGS {ps.t) AND PANEL LENGTHS AS ="k: � *'°-- �.-..,�' T Pz/xF/mm
<br />PER ELEVATION ON SHEET 12, ,; ''. ;STATEO7�' , �* ._ - - 11�„ �C►� }ELe. �-OBA1• PROTECTION PRODUCTS, liC• De7:;
<br />2. FOR NEW waves FRAME DONSrnucnoN: WooD s� x �"-"" -,.. .. µ orem,tNY 4eao S.W. at amm :. -----
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<br />MEMBERS 8E SOE)7HEiD6 E 2 SPECIFIC F 20-17
<br />wr - r PiIONC AY F 117R-Mb. MCR•s» {nt Oe+
<br />DENSITY OF D55 �R EQUAL �
<br />sir .-.-:."...-._.,_.. wrze .L+�r mW. w were ra t11MWn%tae
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<br />PN�EarSt�iRE TAPCON SOLid-SET PN+�#7AA� PA ATE TAyN,_iyyLM
<br />PLENGdI
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<br />- - 1/--12 1 t t i2 1 - _ 6 t #' 8 i #" 3 (6OTT - 2 1/Y 12 t/2' 8. ifi' $ 1/4' 2 7/2' $ I/4` - - B 1f4':-8 Ile J (BOTTOM) FOR
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<br />t3` 7 ifY 73` ,3• 13' YO t T3' iQ t/Y ii 1/2" - 8' '13' 7' T {�TTt7MJ 13" 6 1f2`: t3' t. 13` 13' 8• 73" e' iQ' 7 1fT" 13' B' 1(BpT7CM)
<br />73' 7 t/Y 13` 7J° 1J" to' i3• 70' it. B' ,S' a ff2' 2 {7�) td'. 5• 13' f0 1/2 i3' B //2' iS' B 1/2' 7 e/2'�5 i/2 13" +ifa' 2i3OP)
<br />93" 7 7/2" t]' 13' 13' TO tf2 13' •iQ t/2 1 t/Y 8' ,3' T' 2(&7TTOM) -13' Y t3' 13' 13' 9 1%2` t3' 9 1/Y 10 1/a• 7 t/2' 13' 8 t/Y 2 (COTTCM)
<br />13• 7 t/2' 13' 13` 13' tQ-i/Z. a3` 70 tJ2.-I1 t/2' 8' 13' Y J (•IIX'.) �,_•8. t3' 7" t3` tJ' t3' 8 ifl` 13' a t/2' 10 ff2" 7 1f?' 17' 4` 3 CrO� �-B,
<br />12 1/2 1T #/2 8 ffl`'B ifa' 2 1/Y 6 1/4• B tf4" 8 ,f4" 3 (BOTTOM) TO - 2 #fa',2 tJT'-6 1/4' a 1/4' 2 if2" 6 t/4' - - 4 i/d` b ifi° 3 (BOTiG/) 1D
<br />T tf2' S i/2' jr 8" 7 t/2' 4' B` + 1/2' S" 3 t/a' Y S ♦ {T4P) B,_O• 7" 3' 8" 3 t/2" - T' ] TJY 8" a t/2' ]' 8 1/Y?2 i/Y' 4 (TOP) 7-S'
<br />e' _ _ g^ _ 4' _- 8' - B' - B^ - 4 (BbTTaYlI- B' - B 1/2' - $' - B' - B v/2' - Y - i (BQRqu}.
<br />t3" 7 f/2` 13' i3' 13" t0 1j2 i3' iQ.1/2 1, t/2 8' t]` Y t
<br />tJ' 6 t/?' 11' 1J" 13` 8" 13• 8' tQ' 7 t/2" i3" 8' (TOP)
<br />1J` 7 i/2' 7}' 1S' 13' 14 t/2' t3' 7b 1/2 1T t/Y 8' 13' 7" 5 t3'7'13'13`-S3`81/2't3"B4/a'5 {BOPYCAI)
<br />TOf2iJi0t/24't3`7"6 I]'S't3'__8 t/1'8 1a`8 1L'8tfa'--61/4`6t/L'6'. _ _ 8 iji' 4 if4' 6..5 L' 4 ify'. - -
<br />8EE txfiiT 1 t FdR ANG41LttR TYPE 4 bAAC7NG PDR ROtAOXitDHB nd70 1,tlQ0D tiLWH BULOtiGS
<br />L WOW wit AIXa1dR 4PACIM(8t A1Li MA(WW .1. fY157AN(F'ARE LOKTATEG. ON TENS tCY.EWtE FOR E,>a
<br />� TNNa INdCA'RO ON SC4KbULE tlEAtaY ANCHOR BPf.CtaC e'i MR.'nPf.'nRG $A}E1N6 SfiaAtt ON
<br />sCNEIX.IE 8Y THE FOLlD+w1a rNCTolaS. FDB INS DisERrrTXRI ltl � 3aQ55a4LE, REDUCED SPApI&
<br />OeTAtIED I/SL+G FACTOR sNALL NPT SE U.7S tNAN AgNwX1Y sPit'WG rrl4uTED taR CAN ANGIbR TYPE
<br />ON TiRIIS(LIEO4at
<br />ANO}10R TYPE ...T�L _. Ije,!,_ tjt'o jfi'r ,/t^._ t/a'r
<br />{Li>gpH Sa0•eET „�=R 7AtYb-wiRl FNX-S7
<br />MR.e4w1 ANCipR SPAWN Qn.) ) 3 a ] Y 1fJ• 7 th
<br />,AImtEEb°B.i 3 3,i2 a ,n•
<br />ALw1Yll FDBE ObTMiLE. ) FACTOR
<br />2 yn• e8t 4.5a - -0.Jb
<br />3. aW 0.T1i Ib0 - 0.&1
<br />"' SPACINGS ONLY YAUD WHEN Si7AC#.R IS SEE T� 1 FOR MAX.EdAX. A.S.
<br />DESIGN LOADS & MAX, PANEL LENGTHS IMAM @� is USED.
<br />SEE SHEETS Y8 & Y8 FQR AIiRe{QR6 A7101011 TIPS � t/4`r .
<br />TYPE a 5PAAtYG FDR R{ST'AUATIONb WIU '
<br />g24aaIM AND Ma18RIM' WISAW NWJaR _t1PApNn (n•} 3
<br />EDGE OBTNiCE ARE iNQ1GPTEQ ON INS rNMMwimot �Cau:+r. nA3 3
<br />SGiiEOfaE MR E,a LL^BS THAN eWMATEd tarrrAslLLI
<br />ON 5CtE0ULE REDUCE ANCHOR ENO
<br />8Y wXnPL'�G 6PADWG 64fpwN ON AWIYL 6� g1lW� � F7CTG1
<br />SLYtlE9lAE BY THE ROLt.OWwiD FAitDR3.
<br />FQR 1i11S a1tEAATA'IGi 731 8E POSSRIE.
<br />-RFbitCEp SPAcoLQ'oBSA1NEO tl�iO
<br />t7e:TaR sHML NOT tM LESS Trues __._...--_?
<br />blNilrl7A 6PdDa1O RIDtFATEO 7'ai EACH }• bAb
<br />ANCLabR TYPE ON tine Sd1EDULE -___. _ _..__ _..-_-._ - __
<br />3 S/2' `
<br />INTO WORD STRUCTURES
<br />li
<br />�qu RED •� �Il �Q�IHRED
<br />+r. I t t �_ �4•r TAPCON ,' 1 II 714V TAPCON
<br />F' ., ANCHOR O 8' O.C. ,, '�, ANCHOR O g' O.C.
<br />r
<br />i-- 4) I
<br />i' '.-i if2. I i/L, s. tf2. �: .1/L,
<br />y
<br />- ERfl Ij 1 � Mtn t I
<br />t I i
<br />T ' k
<br />tI T � _.
<br />P
<br />is w {
<br />eF.
<br />SXISR # 1Y/AY 7:L.N ._.__ . __..
<br />tA55�'•jj F ._ S,t" lbLtS w tS..... i .,-p a FA
<br />n eA EXISI)[1�I , d__
<br />t :
<br />�._;, tp-I�,_ gbE rar Pwa '
<br />II �, � Ln1GS1 R+W r"sf 'WAgS � I1" MAX.
<br />I!p�..,-PANfI.i.ENGT47 �.��„---._6.PANEL tENOTtt
<br />1IEEE it%YATKiti1�(SEEEtF/A170N G ON SHEET t2}
<br />-=----;/•----=-:�_= ON SHEET /2} R ."- 1
<br />U
<br />I'I`y,,. � � l_, __ _�_____•/
<br />R t' 6Rn. 1
<br />m wnss: 1 1 _ I 1
<br />II (1`--SEPARATiON
<br />1
<br />K { i
<br />1 1✓a � 1 8'
<br />E0. it,
<br />E10. __.. _.__.L__.___.f EA].. � :"''3 ``v.. 1r I ' �F
<br />1, , ; , It
<br />ii
<br />I'- I
<br />MATE YlWD ti � !t'.' PU E'er. "_''°_ _ ' k;.
<br />I REQUIRER READ ftEb I , a°. i . n �a`A. PANELMATE PLUS )_••. (: I- „ Y/4'a PANEUAA7E PLUS
<br />} i � C' - ; AtPCNOR O 12 T f2" O.C. { S IT
<br />j pNCh©R O 'X2. t fa` O.C.O:C.
<br />,"iplii1111111iiFIr(rr
<br />WALL t1iflUNTiNGS .�I+�.T• A: i?tt/j�y,�
<br />- 0,14187 = FLORIOA BUILDING CODE (Non Ni h Yetocl Nurrlcone Zona
<br />Lmrla tVF10. NIC. Fs°.
<br />21 GAGE GALVANIZED STEEL STORM PANEL
<br />t. iNSTAtAATTUN ARE ONLY VAIJD FOR MAX. A.S.C. t• STATE OF .:M4� ���� °F
<br />DESIGN PRESSURE RATINGS (p.b.f) AND PANEL 'ss9lry�; F(ORf�" _.-.. E# IA.iC�.QtYEe, .GLOBAL PROTECTION PRODUCTS, L,LC, m/
<br />LENGTHS AS PER ELEVATION ON SHEEP 12. $r S • • •.. ���� MOP §.W. fit SfREeT
<br />2. FOR NEW WOOD FRAME CON5TRUCTlON: WOOD N �ONAI "^*�
<br />a an, ►. xA'. n Stin
<br />4 t, -.. 4YIetiS,
<br />1
<br />F 20-175
<br />! N c 7 M. 1-
<br />i } G m-Ina . t- PHONE tie xt. mi -e7e
<br />MEMBERS TO BE SOUTHERN PINE No 2° Wf SPEC)FIC eiNulu} � +nw+: R.:(rW147 tea. (r }ten•- 24K, ( �
<br />111TAµ4 rIP
<br />DENSITY 0.§5 DR EQUAL bA-aaae'�712,n. n.t.i., .,.L. :i.a+=., Ave.:.
<br />PE. tEA!/scNAtlmE/enE wFtTPA A TYan lil PT.E. „-,ax nam tL M /e
<br />SEE r „ tap AYt�IdRB Tt•PE At sPACIRG FOR wsiwATalts eFTD wiaDp 7
<br />E,G,
<br />i,RS Y74M1 MpIdR7Eb ON SCHEDULE 1iFDtICC ANCHOR S7,AfTNO 8P hblLTIM.YCtW; SPACING 'MtORY. SXi
<br />iKa.E 8Y T18 )atloRR+G FACtOlaB.'FDN tlde t'DPERAIIAlV tD 8E Pps6'wLE. R3:BtK4q.;5MCW0
<br />a8TA0N0 iSkNX FACIIM SM41. NQ1 1K TP3s THAN L4NRAIM SPAgNG F'pR iAC9l ANC414R T*w£
<br />oN ties sEteau
<br />',� ljii _1fCr 1/A� ,jLy tJi"r If{.;..
<br />tNaON Rtin-sU "Q iN�-1�}twl aYif-RI
<br />-Ln�2W7M A1P5iQR $iVCWD (N,) 3 3 3 1 S tf.t' t i
<br />McYNMIi� ,i'AfidlpE 6n•1 3 S 1/r P 3 } }/2'• 3
<br />,1xur.n �.) rmi s S t/Y' 3 ,n• z ,n 31/L-
<br />AGRML 676E D6f71110E FACTOR
<br />f lre-_ ant ---esoyaaa-x.�-QPJ1;�_l:to _ t.w as
<br />31
<br />/7"
<br />*' SPAt2NAZs ONLY VA
<br />A.S.D.
<br />D61GN LOADS # M4X. PANEL (ENCTHS IMiEN SPACER. t
<br />AS.D. I,RiAD �� PMIEL..
<br />4O PSF OR LEAS g'_g`..
<br />> 4tl PSF 7O 50 PSF 6'-2`
<br />> 50 PSF Tt3`6tl PSF 5'-T0'
<br />__,._.- .�-___.._.:.�._-� __...__....ANCNpRS (�E SECTIONS 8 XTFIt11ATTrES ON SHEER tJ, 1L, 15$,tb)--__- ___
<br />13' COX, R-tA/T3, R-ZAj13, R-3Aj14, R-18j1S, R-2Bj13, R-3B/74, J` W^t'-I
<br />�.(�„ �. �:� R-tAWj15, R-2A14r/t& R-3AWIi8. R-1�Xf15, R-2B1Yji5. R-3@Wjib. 1 {---H
<br />o , it o o a a o �'', �
<br />, 1 i E �:
<br />1
<br />BB f I I' 1
<br />I ''t
<br />t
<br />1
<br />1+
<br />4 ) I
<br />I 1+
<br />1 1 a
<br />I
<br />Y i I l a^4-•aaR7 ss: ks w 1 f "L' BOL
<br />I '1 I i (USE FOR PANEL LF3abm ' ! wvc.
<br />I P
<br />. + ; ; f OVER 7'-6`j _ j PANEL LENGTH
<br />,i t I
<br />i
<br />i P '-8' 440. B 0, c . sr PANEL 9 a Flo. T P :REGULAR ORIA . GIAAR ST018A PANEL P. ,RE
<br />W OVERLAP LBA _ � PJRgI LEt(G77t
<br />i _
<br />t I 1)
<br />j
<br />1
<br />r 5Q sL i, P a I � SAFET/ STORM ANEL P.R.
<br />,
<br />I , LµE
<br />+, ' i (w/o ovExL+P MID IsAt/Fl LENGTH BafL1)
<br />t
<br />, 'I
<br />- A ^_ � -,. i { (LSE2'-e' M1H•PANELLENGTH�t,1/4r-Tq.t•-,,_______._Ar At1.EiQfRLTXtuTii}ss.Bgl.rswt7��
<br />`'77 I A7 EA. UlEA1�
<br />I
<br />I
<br />U i
<br />I
<br />4
<br />I " i 1 E i + ; j I
<br />3't
<br />t t i
<br />Il -
<br />4'
<br />I
<br />,
<br />i
<br />; 1
<br />C , 1 r
<br />1 r I rr,.
<br />I t 'r�
<br />�_�2�f NOT(3fE5 AT
<br />S , S1U0
<br />� ' i T � `"GOCA714M O LIFE SRFki1Y""'�,, � i' I
<br />i
<br />/�( i
<br />i�
<br />I
<br />C , PANEL: BOTTOM lARNERS i ` O i� i
<br />_
<br />, .
<br />i y
<br />ktistRt+AP-� y�I� '/yp-ovERLrP� I
<br />or� - WING NUT AT Iih6iB/.SG� ,. __WING NUT AT
<br />3% jµi( LEFT PANEL RIGHT PANEL 3' MARS '� RLStALUIIE)SS ONLY VALID FOR 141N0
<br />}' i.RN. R-4A/i3, R-ZAj13, R-3Aji4, R-18%t3, R-28ff3, R 38j14. t' Mw,F SPEED UP 7C t70 m.P�h.
<br />R-TAWj15, R-ZAWj15, R-3AW/ib, R-f8V1fi5, R-2BWji5 R-3BW/16. -
<br />_.—____._-__._—.r,Hg7R (SEE SEGi1(YN5 8 XTERNAThEl ON SHEETS 23, 14, 15 del5}--•-.--.4.-.-_ ..-._._ _._...._. '.
<br />1/L' MAX, (;w
<br />_ LIFE SAFETY STORM PANEL i ELEVATIOhi (t)
<br />SCALE t/4'.,i` it
<br />r�REGUWi �" I�RFGUtAP }-
<br />- ...c _ STORM PANEL t� OVFfBAP i 1MKAE VMLLVj STORM PANEL :.
<br />N iNr
<br />if4",7'
<br />IaX, as s
<br />uFE SeFEtY PANEL YF = FYORIDA BU)LD)NG CODE Nan High Velocity RY �lurxieane ]One
<br />''s F tQA{Oh ,. "°�0 r'Lt� � 24 GAGE GALVANIZED STEEL. STORM PANEL IIµM%�Br
<br />+�- �*�. • --T`� IL. EG�}I�te, GLOBAL PROTECTION PRODUCTS. it.£,.
<br />SECTION A -A ,_�/; � +Lob aw. bt alllFit -
<br />SCALE 1 /a'a 1' 34w � � ere: t+FKei+ wia r. n Ot. tiAt.F. FL 3y1+ 20-175
<br />Iles, , pa.S Lri-et9. lsN dii-{9f PFIpC iRxfmr7B4a PAih {834NIIWS'/S7
<br />P,& �J�+a7aF/B,ttC CA-Te9S71L a+a n.rl'r r. ay. w wwnr Tess P,WYLN ilv
<br />IkY.TQt A $.'� rW 1T•Id 'WP31 12 M i►
<br />INTO WOOD STRUCTURES
<br />r t"- ` s m j3'j] :,-rl;t I ,i `.�t � I i (II
<br />'t"? µ. WOOD HEADER i3l ���WpOppb HEADER '�°�. _ w9QD NPAOER r? - 11 _._jrai
<br />,; { - gUKiEC ��-REAUltED "+':,,., 4 1NREO �' .'v' �REIUIIAED
<br />' I, -. �a'r TAPCON r TMCON i � / L'r TAPCON
<br />- 1 + ,i ANCHOR O 9" O.C. ' OR O B' O,C. - • 4 _ f ;I �4`e TAPCON
<br />{ 't t ait i I NOA O 9' O.C.o.0 I. i r � AilC11pR & 8" O.C.
<br />' � � � a � � � ,i �4 ,-� 'l � ail -.�
<br />y _ J J I
<br />' t/a• :�l 7/2" - 7/L" ,X'. ' ifi. li 1/}� d i a,
<br />_r e
<br />- t, ri i't HMI. _.___ ,)1 14A1L___. _.. ---MAX-__ i �y r_MN4
<br />Mtn, i I, :. I �, i,'f ;.) Mln. 1 t 1 � I Ann. k, , 7
<br />4 I � ` 1 I �' I
<br />T x 1
<br />a I �
<br />RI ,az...,......._-,,. ,.._ ,�_,,.:.,,, .".t...,.._ s.E,.t}LLts w ... r n .._��k ..1.-...,Ts �'.tt vI ,.
<br />N 1.......: a/.4YtYMt ! W__...,._.:,�-. :fir. .,�,.,_...... +r{E+P E (I I Y L1w#a+t _ . _,. .,x..
<br />EX ( � eats
<br />R
<br />� - TEA
<br />ET11SY! SSW ' 3 '�4� ea
<br />t , 1 At i
<br />n Tr, I
<br />AT B1 G(AS3 � i . GLASS 1124
<br />11 : ik E7tFaT1 i5T1m41 _..._._ .
<br />_.,�.._ � ramRw7.-e'er i stAss� ��._.__, ..,..._ I I eve _ t� i mm°'"or-e') i �-�I ;>i t
<br />R I � i R a , ^L' MAX,. R I 1 a , a � ^.` MAX.
<br />, + ........._ _.4.,.-,_... ..-�.,..i__. g, PANEL LEFXeiH !I 1 __.. ._,._.._. 2 rtR.-_'�-:it�� �. L..._...! �« FAi#3. EET(O'Ri _._i.,._. -�,—T 1'MRF. 'n�r i (SEE EtEVAnaN ! I � I.' Rr. �-'-'... (SEE EiEYATIORr
<br />( PANEL. IIctiGTPi
<br />0 1 � i . PANEL LENGTH % '
<br />It ON SHEET i ( QNSHfEt' ,...
<br />z} 2)
<br />r. ,,_....�.,._.,._..._,:_ ,_.�.L._:1 (5£E ElkiiA7X)PI n -_. .T J
<br />___..__�:_.�I__,.._,_ ,..SEEELEYATtpi8IONSHEET,28i�j)p^1 I R 1` L6n. ` { T) i ON SHEET 94} R a_ .� _-
<br />11 t Irm. 1 � #` IR.r. I � u i _ . X T- 1 f'�
<br />Ir--�sEp I ,a ��PAa+:nQR- - t "� fi ro Cuss, 4 _ � 4 I. �. 4 �•-�i .�
<br />n ��} { 17 E ' s
<br />a TO O1A55' j - - � U i � e 70 GiPS3.. r' 'l7' 8" � I fa - � 7O GLASS_ i. -_� _.; ; i 8'
<br />-." _ �>r�1 a It l/2• f f - -. ✓"1 •121n" ( 4
<br />FD. '.� -'-,� l � Itc 7 IEQ -. '- sl(: i EQ =; '.-- ._._ -.. �., ____# ���'''jjj
<br />-4 1
<br />_1 _
<br />1 ,;,.� *1 _ `, ______._1___ ....}E� '- i...it ,r----_. _L...__._.._i E�O. M.r: '.::,v, ,_ 7/2 ...'�s~im�'•w.s Co. - ! — z. ,`
<br />.. t �--(/�\1 ^:1•' I i , !I j/��^�j t � : i1 Oi wfr fl.c 3 1f2"��'.,. t 4's-. i'
<br />k,�I Ii - � �.I' k � 3I, j`' '4./ PLATE ��ti� - 4 i t� I.
<br />� � � Bat'3.W af$.
<br />{ f '.". `'. I � {� -+r1. t ..y ... �,_
<br />>.j I t e SY 1 L,9:
<br />'s ', t - REWIRED t. s 1. , z
<br />j
<br />1 iV �n ,
<br />f I - 1 4'0 7APCON tz`+� 'J ` I�7. 1}'4"i TAPCON @ +-,I E=. [ ,+ 14"e FN'CON .a"xe". WOQ,O .-.:.. T,,; : ! i
<br />F 1 f `j
<br />At.GNpR O 4' O:C � .+ - YAtCHOR OB` CO. ANCHOR O 8` O,C PLATE. .!
<br />+ !E S1A(XEREpw/5T710=iaS7At)GERmw/STUD„,'#.sji1REDV$�O?:L'f4"rTAPGQNIAc0O8gG.)rA`Wpoa��:.�...����t" wooD �#1.,�'1��qiijiI..� ,._PLATE :w..,..£. a"s<.,..w::,.. _ WTE 1..' -1--,.,L � � t°+ i
<br />.',^•" ". REQUIRED -�. ^' RECII'7RFD as � . -.��
<br />WAtL�Qro(�jjyOS WALL. 1iOUNTiNGS
<br />F *�Ij• Jam' 4
<br />GeNti '� FLORIDA BUILDING CODE Non Nigh Ye11Ki4Y Nurr)cone Zone
<br />tA}T7a ti[7F{4 RTC. Fl.
<br />24 CAGE GALVANIZED STEEL STORM PAN
<br />i. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN � � ' 44157 —_EL aR�N Bt:
<br />PRESSURE RATINGS {ps.t) AND PANEL LENGTHS AS ="k: � *'°-- �.-..,�' T Pz/xF/mm
<br />PER ELEVATION ON SHEET 12, ,; ''. ;STATEO7�' , �* ._ - - 11�„ �C►� }ELe. �-OBA1• PROTECTION PRODUCTS, liC• De7:;
<br />2. FOR NEW waves FRAME DONSrnucnoN: WooD s� x �"-"" -,.. .. µ orem,tNY 4eao S.W. at amm :. -----
<br />'TO PIN No W
<br />., fi'• . tORf'D { . - �.d+"'.,r. µ. 3w. a le•. as wr1. awbeo. rt aHrt wvE FL SA'1»
<br />MEMBERS 8E SOE)7HEiD6 E 2 SPECIFIC F 20-17
<br />wr - r PiIONC AY F 117R-Mb. MCR•s» {nt Oe+
<br />DENSITY OF D55 �R EQUAL �
<br />sir .-.-:."...-._.,_.. wrze .L+�r mW. w were ra t11MWn%tae
<br />- t11N W""' ak4n±AWULFE wp,�I ti7g�}per gj0'r }S M i!
<br />MAX. ASD; MA%kIW ANCHORS SPACING PANT 1/1N E,O. PER SCHEDULE B€I.OtY ATE NAX7tMR:1 VAX. A.S.G. tEAXRIiNJ ANCHORS SPACING tTXi MIN E.D. PER SCHEDULE BEtUSW �P=E A/utBltgl
<br />PN�EarSt�iRE TAPCON SOLid-SET PN+�#7AA� PA ATE TAyN,_iyyLM
<br />PLENGdI
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<br />T tf2' S i/2' jr 8" 7 t/2' 4' B` + 1/2' S" 3 t/a' Y S ♦ {T4P) B,_O• 7" 3' 8" 3 t/2" - T' ] TJY 8" a t/2' ]' 8 1/Y?2 i/Y' 4 (TOP) 7-S'
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<br />L WOW wit AIXa1dR 4PACIM(8t A1Li MA(WW .1. fY157AN(F'ARE LOKTATEG. ON TENS tCY.EWtE FOR E,>a
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<br />ALw1Yll FDBE ObTMiLE. ) FACTOR
<br />2 yn• e8t 4.5a - -0.Jb
<br />3. aW 0.T1i Ib0 - 0.&1
<br />"' SPACINGS ONLY YAUD WHEN Si7AC#.R IS SEE T� 1 FOR MAX.EdAX. A.S.
<br />DESIGN LOADS & MAX, PANEL LENGTHS IMAM @� is USED.
<br />SEE SHEETS Y8 & Y8 FQR AIiRe{QR6 A7101011 TIPS � t/4`r .
<br />TYPE a 5PAAtYG FDR R{ST'AUATIONb WIU '
<br />g24aaIM AND Ma18RIM' WISAW NWJaR _t1PApNn (n•} 3
<br />EDGE OBTNiCE ARE iNQ1GPTEQ ON INS rNMMwimot �Cau:+r. nA3 3
<br />SGiiEOfaE MR E,a LL^BS THAN eWMATEd tarrrAslLLI
<br />ON 5CtE0ULE REDUCE ANCHOR ENO
<br />8Y wXnPL'�G 6PADWG 64fpwN ON AWIYL 6� g1lW� � F7CTG1
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<br />ANCLabR TYPE ON tine Sd1EDULE -___. _ _..__ _..-_-._ - __
<br />3 S/2' `
<br />INTO WORD STRUCTURES
<br />li
<br />�qu RED •� �Il �Q�IHRED
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<br />F' ., ANCHOR O 8' O.C. ,, '�, ANCHOR O g' O.C.
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<br />I REQUIRER READ ftEb I , a°. i . n �a`A. PANELMATE PLUS )_••. (: I- „ Y/4'a PANEUAA7E PLUS
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<br />WALL t1iflUNTiNGS .�I+�.T• A: i?tt/j�y,�
<br />- 0,14187 = FLORIOA BUILDING CODE (Non Ni h Yetocl Nurrlcone Zona
<br />Lmrla tVF10. NIC. Fs°.
<br />21 GAGE GALVANIZED STEEL STORM PANEL
<br />t. iNSTAtAATTUN ARE ONLY VAIJD FOR MAX. A.S.C. t• STATE OF .:M4� ���� °F
<br />DESIGN PRESSURE RATINGS (p.b.f) AND PANEL 'ss9lry�; F(ORf�" _.-.. E# IA.iC�.QtYEe, .GLOBAL PROTECTION PRODUCTS, L,LC, m/
<br />LENGTHS AS PER ELEVATION ON SHEEP 12. $r S • • •.. ���� MOP §.W. fit SfREeT
<br />2. FOR NEW WOOD FRAME CON5TRUCTlON: WOOD N �ONAI "^*�
<br />a an, ►. xA'. n Stin
<br />4 t, -.. 4YIetiS,
<br />1
<br />F 20-175
<br />! N c 7 M. 1-
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<br />DENSITY 0.§5 DR EQUAL bA-aaae'�712,n. n.t.i., .,.L. :i.a+=., Ave.:.
<br />PE. tEA!/scNAtlmE/enE wFtTPA A TYan lil PT.E. „-,ax nam tL M /e
<br />AS.D. I,RiAD �� PMIEL..
<br />4O PSF OR LEAS g'_g`..
<br />> 4tl PSF 7O 50 PSF 6'-2`
<br />> 50 PSF Tt3`6tl PSF 5'-T0'
<br />__,._.- .�-___.._.:.�._-� __...__....ANCNpRS (�E SECTIONS 8 XTFIt11ATTrES ON SHEER tJ, 1L, 15$,tb)--__- ___
<br />13' COX, R-tA/T3, R-ZAj13, R-3Aj14, R-18j1S, R-2Bj13, R-3B/74, J` W^t'-I
<br />�.(�„ �. �:� R-tAWj15, R-2A14r/t& R-3AWIi8. R-1�Xf15, R-2B1Yji5. R-3@Wjib. 1 {---H
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<br />. + ; ; f OVER 7'-6`j _ j PANEL LENGTH
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<br />i P '-8' 440. B 0, c . sr PANEL 9 a Flo. T P :REGULAR ORIA . GIAAR ST018A PANEL P. ,RE
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<br />or� - WING NUT AT Iih6iB/.SG� ,. __WING NUT AT
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<br />}' i.RN. R-4A/i3, R-ZAj13, R-3Aji4, R-18%t3, R-28ff3, R 38j14. t' Mw,F SPEED UP 7C t70 m.P�h.
<br />R-TAWj15, R-ZAWj15, R-3AW/ib, R-f8V1fi5, R-2BWji5 R-3BW/16. -
<br />_.—____._-__._—.r,Hg7R (SEE SEGi1(YN5 8 XTERNAThEl ON SHEETS 23, 14, 15 del5}--•-.--.4.-.-_ ..-._._ _._...._. '.
<br />1/L' MAX, (;w
<br />_ LIFE SAFETY STORM PANEL i ELEVATIOhi (t)
<br />SCALE t/4'.,i` it
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<br />+�- �*�. • --T`� IL. EG�}I�te, GLOBAL PROTECTION PRODUCTS. it.£,.
<br />SECTION A -A ,_�/; � +Lob aw. bt alllFit -
<br />SCALE 1 /a'a 1' 34w � � ere: t+FKei+ wia r. n Ot. tiAt.F. FL 3y1+ 20-175
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<br />- 1 + ,i ANCHOR O 9" O.C. ' OR O B' O,C. - • 4 _ f ;I �4`e TAPCON
<br />{ 't t ait i I NOA O 9' O.C.o.0 I. i r � AilC11pR & 8" O.C.
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<br />0 1 � i . PANEL LENGTH % '
<br />It ON SHEET i ( QNSHfEt' ,...
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<br />WAtL�Qro(�jjyOS WALL. 1iOUNTiNGS
<br />F *�Ij• Jam' 4
<br />GeNti '� FLORIDA BUILDING CODE Non Nigh Ye11Ki4Y Nurr)cone Zone
<br />tA}T7a ti[7F{4 RTC. Fl.
<br />24 CAGE GALVANIZED STEEL STORM PAN
<br />i. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN � � ' 44157 —_EL aR�N Bt:
<br />PRESSURE RATINGS {ps.t) AND PANEL LENGTHS AS ="k: � *'°-- �.-..,�' T Pz/xF/mm
<br />PER ELEVATION ON SHEET 12, ,; ''. ;STATEO7�' , �* ._ - - 11�„ �C►� }ELe. �-OBA1• PROTECTION PRODUCTS, liC• De7:;
<br />2. FOR NEW waves FRAME DONSrnucnoN: WooD s� x �"-"" -,.. .. µ orem,tNY 4eao S.W. at amm :. -----
<br />'TO PIN No W
<br />., fi'• . tORf'D { . - �.d+"'.,r. µ. 3w. a le•. as wr1. awbeo. rt aHrt wvE FL SA'1»
<br />MEMBERS 8E SOE)7HEiD6 E 2 SPECIFIC F 20-17
<br />wr - r PiIONC AY F 117R-Mb. MCR•s» {nt Oe+
<br />DENSITY OF D55 �R EQUAL �
<br />sir .-.-:."...-._.,_.. wrze .L+�r mW. w were ra t11MWn%tae
<br />- t11N W""' ak4n±AWULFE wp,�I ti7g�}per gj0'r }S M i!
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<br />PN�EarSt�iRE TAPCON SOLid-SET PN+�#7AA� PA ATE TAyN,_iyyLM
<br />PLENGdI
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<br />?-60. r13 _ - 6 � / / f /
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<br />+75: -T5 / f2` 93" a 1 fa' i TpIX+)
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<br />93" 7 7/2" t]' 13' 13' TO tf2 13' •iQ t/2 1 t/Y 8' ,3' T' 2(&7TTOM) -13' Y t3' 13' 13' 9 1%2` t3' 9 1/Y 10 1/a• 7 t/2' 13' 8 t/Y 2 (COTTCM)
<br />13• 7 t/2' 13' 13` 13' tQ-i/Z. a3` 70 tJ2.-I1 t/2' 8' 13' Y J (•IIX'.) �,_•8. t3' 7" t3` tJ' t3' 8 ifl` 13' a t/2' 10 ff2" 7 1f?' 17' 4` 3 CrO� �-B,
<br />12 1/2 1T #/2 8 ffl`'B ifa' 2 1/Y 6 1/4• B tf4" 8 ,f4" 3 (BOTTOM) TO - 2 #fa',2 tJT'-6 1/4' a 1/4' 2 if2" 6 t/4' - - 4 i/d` b ifi° 3 (BOTiG/) 1D
<br />T tf2' S i/2' jr 8" 7 t/2' 4' B` + 1/2' S" 3 t/a' Y S ♦ {T4P) B,_O• 7" 3' 8" 3 t/2" - T' ] TJY 8" a t/2' ]' 8 1/Y?2 i/Y' 4 (TOP) 7-S'
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<br />tJ' 6 t/?' 11' 1J" 13` 8" 13• 8' tQ' 7 t/2" i3" 8' (TOP)
<br />1J` 7 i/2' 7}' 1S' 13' 14 t/2' t3' 7b 1/2 1T t/Y 8' 13' 7" 5 t3'7'13'13`-S3`81/2't3"B4/a'5 {BOPYCAI)
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<br />L WOW wit AIXa1dR 4PACIM(8t A1Li MA(WW .1. fY157AN(F'ARE LOKTATEG. ON TENS tCY.EWtE FOR E,>a
<br />� TNNa INdCA'RO ON SC4KbULE tlEAtaY ANCHOR BPf.CtaC e'i MR.'nPf.'nRG $A}E1N6 SfiaAtt ON
<br />sCNEIX.IE 8Y THE FOLlD+w1a rNCTolaS. FDB INS DisERrrTXRI ltl � 3aQ55a4LE, REDUCED SPApI&
<br />OeTAtIED I/SL+G FACTOR sNALL NPT SE U.7S tNAN AgNwX1Y sPit'WG rrl4uTED taR CAN ANGIbR TYPE
<br />ON TiRIIS(LIEO4at
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<br />,AImtEEb°B.i 3 3,i2 a ,n•
<br />ALw1Yll FDBE ObTMiLE. ) FACTOR
<br />2 yn• e8t 4.5a - -0.Jb
<br />3. aW 0.T1i Ib0 - 0.&1
<br />"' SPACINGS ONLY YAUD WHEN Si7AC#.R IS SEE T� 1 FOR MAX.EdAX. A.S.
<br />DESIGN LOADS & MAX, PANEL LENGTHS IMAM @� is USED.
<br />SEE SHEETS Y8 & Y8 FQR AIiRe{QR6 A7101011 TIPS � t/4`r .
<br />TYPE a 5PAAtYG FDR R{ST'AUATIONb WIU '
<br />g24aaIM AND Ma18RIM' WISAW NWJaR _t1PApNn (n•} 3
<br />EDGE OBTNiCE ARE iNQ1GPTEQ ON INS rNMMwimot �Cau:+r. nA3 3
<br />SGiiEOfaE MR E,a LL^BS THAN eWMATEd tarrrAslLLI
<br />ON 5CtE0ULE REDUCE ANCHOR ENO
<br />8Y wXnPL'�G 6PADWG 64fpwN ON AWIYL 6� g1lW� � F7CTG1
<br />SLYtlE9lAE BY THE ROLt.OWwiD FAitDR3.
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<br />blNilrl7A 6PdDa1O RIDtFATEO 7'ai EACH }• bAb
<br />ANCLabR TYPE ON tine Sd1EDULE -___. _ _..__ _..-_-._ - __
<br />3 S/2' `
<br />INTO WORD STRUCTURES
<br />li
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<br />F' ., ANCHOR O 8' O.C. ,, '�, ANCHOR O g' O.C.
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<br />- 0,14187 = FLORIOA BUILDING CODE (Non Ni h Yetocl Nurrlcone Zona
<br />Lmrla tVF10. NIC. Fs°.
<br />21 GAGE GALVANIZED STEEL STORM PANEL
<br />t. iNSTAtAATTUN ARE ONLY VAIJD FOR MAX. A.S.C. t• STATE OF .:M4� ���� °F
<br />DESIGN PRESSURE RATINGS (p.b.f) AND PANEL 'ss9lry�; F(ORf�" _.-.. E# IA.iC�.QtYEe, .GLOBAL PROTECTION PRODUCTS, L,LC, m/
<br />LENGTHS AS PER ELEVATION ON SHEEP 12. $r S • • •.. ���� MOP §.W. fit SfREeT
<br />2. FOR NEW WOOD FRAME CON5TRUCTlON: WOOD N �ONAI "^*�
<br />a an, ►. xA'. n Stin
<br />4 t, -.. 4YIetiS,
<br />1
<br />F 20-175
<br />! N c 7 M. 1-
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<br />MEMBERS TO BE SOUTHERN PINE No 2° Wf SPEC)FIC eiNulu} � +nw+: R.:(rW147 tea. (r }ten•- 24K, ( �
<br />111TAµ4 rIP
<br />DENSITY 0.§5 DR EQUAL bA-aaae'�712,n. n.t.i., .,.L. :i.a+=., Ave.:.
<br />PE. tEA!/scNAtlmE/enE wFtTPA A TYan lil PT.E. „-,ax nam tL M /e
<br />__,._.- .�-___.._.:.�._-� __...__....ANCNpRS (�E SECTIONS 8 XTFIt11ATTrES ON SHEER tJ, 1L, 15$,tb)--__- ___
<br />13' COX, R-tA/T3, R-ZAj13, R-3Aj14, R-18j1S, R-2Bj13, R-3B/74, J` W^t'-I
<br />�.(�„ �. �:� R-tAWj15, R-2A14r/t& R-3AWIi8. R-1�Xf15, R-2B1Yji5. R-3@Wjib. 1 {---H
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<br />. + ; ; f OVER 7'-6`j _ j PANEL LENGTH
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<br />i P '-8' 440. B 0, c . sr PANEL 9 a Flo. T P :REGULAR ORIA . GIAAR ST018A PANEL P. ,RE
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<br />3% jµi( LEFT PANEL RIGHT PANEL 3' MARS '� RLStALUIIE)SS ONLY VALID FOR 141N0
<br />}' i.RN. R-4A/i3, R-ZAj13, R-3Aji4, R-18%t3, R-28ff3, R 38j14. t' Mw,F SPEED UP 7C t70 m.P�h.
<br />R-TAWj15, R-ZAWj15, R-3AW/ib, R-f8V1fi5, R-2BWji5 R-3BW/16. -
<br />_.—____._-__._—.r,Hg7R (SEE SEGi1(YN5 8 XTERNAThEl ON SHEETS 23, 14, 15 del5}--•-.--.4.-.-_ ..-._._ _._...._. '.
<br />1/L' MAX, (;w
<br />_ LIFE SAFETY STORM PANEL i ELEVATIOhi (t)
<br />SCALE t/4'.,i` it
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<br />+�- �*�. • --T`� IL. EG�}I�te, GLOBAL PROTECTION PRODUCTS. it.£,.
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<br />SCALE 1 /a'a 1' 34w � � ere: t+FKei+ wia r. n Ot. tiAt.F. FL 3y1+ 20-175
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<br />F *�Ij• Jam' 4
<br />GeNti '� FLORIDA BUILDING CODE Non Nigh Ye11Ki4Y Nurr)cone Zone
<br />tA}T7a ti[7F{4 RTC. Fl.
<br />24 CAGE GALVANIZED STEEL STORM PAN
<br />i. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN � � ' 44157 —_EL aR�N Bt:
<br />PRESSURE RATINGS {ps.t) AND PANEL LENGTHS AS ="k: � *'°-- �.-..,�' T Pz/xF/mm
<br />PER ELEVATION ON SHEET 12, ,; ''. ;STATEO7�' , �* ._ - - 11�„ �C►� }ELe. �-OBA1• PROTECTION PRODUCTS, liC• De7:;
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<br />'TO PIN No W
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<br />MEMBERS 8E SOE)7HEiD6 E 2 SPECIFIC F 20-17
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<br />DENSITY OF D55 �R EQUAL �
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<br />"' SPACINGS ONLY YAUD WHEN Si7AC#.R IS SEE T� 1 FOR MAX.EdAX. A.S.
<br />DESIGN LOADS & MAX, PANEL LENGTHS IMAM @� is USED.
<br />SEE SHEETS Y8 & Y8 FQR AIiRe{QR6 A7101011 TIPS � t/4`r .
<br />TYPE a 5PAAtYG FDR R{ST'AUATIONb WIU '
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<br />- 0,14187 = FLORIOA BUILDING CODE (Non Ni h Yetocl Nurrlcone Zona
<br />Lmrla tVF10. NIC. Fs°.
<br />21 GAGE GALVANIZED STEEL STORM PANEL
<br />t. iNSTAtAATTUN ARE ONLY VAIJD FOR MAX. A.S.C. t• STATE OF .:M4� ���� °F
<br />DESIGN PRESSURE RATINGS (p.b.f) AND PANEL 'ss9lry�; F(ORf�" _.-.. E# IA.iC�.QtYEe, .GLOBAL PROTECTION PRODUCTS, L,LC, m/
<br />LENGTHS AS PER ELEVATION ON SHEEP 12. $r S • • •.. ���� MOP §.W. fit SfREeT
<br />2. FOR NEW WOOD FRAME CON5TRUCTlON: WOOD N �ONAI "^*�
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<br />F *�Ij• Jam' 4
<br />GeNti '� FLORIDA BUILDING CODE Non Nigh Ye11Ki4Y Nurr)cone Zone
<br />tA}T7a ti[7F{4 RTC. Fl.
<br />24 CAGE GALVANIZED STEEL STORM PAN
<br />i. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN � � ' 44157 —_EL aR�N Bt:
<br />PRESSURE RATINGS {ps.t) AND PANEL LENGTHS AS ="k: � *'°-- �.-..,�' T Pz/xF/mm
<br />PER ELEVATION ON SHEET 12, ,; ''. ;STATEO7�' , �* ._ - - 11�„ �C►� }ELe. �-OBA1• PROTECTION PRODUCTS, liC• De7:;
<br />2. FOR NEW waves FRAME DONSrnucnoN: WooD s� x �"-"" -,.. .. µ orem,tNY 4eao S.W. at amm :. -----
<br />'TO PIN No W
<br />., fi'• . tORf'D { . - �.d+"'.,r. µ. 3w. a le•. as wr1. awbeo. rt aHrt wvE FL SA'1»
<br />MEMBERS 8E SOE)7HEiD6 E 2 SPECIFIC F 20-17
<br />wr - r PiIONC AY F 117R-Mb. MCR•s» {nt Oe+
<br />DENSITY OF D55 �R EQUAL �
<br />sir .-.-:."...-._.,_.. wrze .L+�r mW. w were ra t11MWn%tae
<br />- t11N W""' ak4n±AWULFE wp,�I ti7g�}per gj0'r }S M i!
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<br />t. iNSTAtAATTUN ARE ONLY VAIJD FOR MAX. A.S.C. t• STATE OF .:M4� ���� °F
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