|
-.. MAXIMUM AAID.
<br />U.,1'
<br />MINIMUMIMM TION
<br />APP TO
<br />RATtNGPR957
<br />(SEE
<br />TO
<br />COPANEL NDITION
<br />.66.0. -7&3
<br />70" OR LEA
<br />2 9/16'
<br />13OLTED •
<br />1'. 2'. 3%
<br />zw a 31w'W.
<br />+6$A. -754
<br />70` OR t.E£W
<br />2 7/8"
<br />1
<br />1
<br />I BOLTED "
<br />e & 4'w
<br />&UaRi1 - 4OF TSM.S- A WIN GM1T AT OVERLAP & 40A OF PANEL LENGTH
<br />PANEL
<br />1 / "M, f A Mr " ' , I
<br />/'
<br />3k
<br />44, a NI. . i _ _ ( 1 Mai 4 h,^ f ! h , �3 i , 5tl .t A
<br />nR. .. Ls.. T.I a
<br />MAXIMUM
<br />A.S.O. D£s%N
<br />PR£ssur�
<br />RATING
<br />MAXIMUM ANCHORS SPACING FOR E. D.. 3 I JS' -
<br />APPLICABLE TO
<br />SECTIONS
<br />MIT d, It
<br />- TNEM
<br />MAXIMUM PAtcL
<br />LENGTH l' (F.)
<br />TAPCau
<br />CALK-N
<br />PANMATE FEMME 0
<br />PAHESAMnE iRJ1S
<br />TO CONCRETE
<br />CONC
<br />To CaNmmTO
<br />CONCRETE
<br />BLOCK
<br />TO CONCRETE
<br />To tXk�tE1E
<br />elDa
<br />12'
<br />N/A
<br />-
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />V & 2' (TOP)
<br />ii'
<br />3•*
<br />1Q'
<br />3'
<br />5"
<br />4-
<br />S'.
<br />4'
<br />I.
<br />8 SER 20DO +
<br />12"
<br />3'
<br />iZ'
<br />S"
<br />8'
<br />8"
<br />11.
<br />8'
<br />BOTTOM
<br />S 1' 1 ++
<br />86.0,
<br />NIA
<br />H/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />12 1Ir
<br />11"
<br />2' (BOmw)
<br />-75,3
<br />7'
<br />N/A
<br />6 1/2•
<br />N/A
<br />4 1/2-
<br />N/A
<br />4 1/2"
<br />N/A
<br />3' (TOP)
<br />70" OR LESS
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />1/2'
<br />N/A
<br />9 t/2'
<br />NIA
<br />3' (BOTTOM)
<br />1Y
<br />NIA
<br />12'
<br />N/A
<br />[9EW
<br />N/A
<br />12'
<br />N-
<br />4' (TOP)
<br />92'
<br />6"
<br />12'
<br />9 1/2"
<br />It"
<br />12'
<br />11'
<br />4• (BOTTOM)
<br />* URTED TO 680 P ,9.1. A&.D. DESIGN PRESSURE RATING,
<br />OE'
<br />ASM SHEET 26 FOR M40M TYPE & SPACING FOR 0WALIATRINS [NIB WOM
<br />FRAME: BOLONG.
<br />MINIMUM M40MOR SPACINGS AND MINIMUM EOCd DISTANCE ARE X.DICVED ON THIS
<br />SCHEDULE. FOR E.D. LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR FAVORS. FOR1G
<br />11 OPERATIO TO BE N SHOWN ON %NED SP 81' 1!E MLOTANNED IG GFAVOFOR
<br />THIS E LESS T TO MI PUM S A REDUCED IED FOR DETAINED HOR1G FACTOR SHALL
<br />NOTANC O LESS TOM MNIMIAA SPACING RNOMAIED FOR EACH ANCHOR ATOM AT
<br />AtNpgf6 IEQIIIfl
<br />A1DIOR TIN
<br />1/4•I
<br />1/4'r
<br />1 1/4'4
<br />t/4.
<br />TAMED-
<br />PNRL .
<br />P/I�1M�E
<br />cmx„W
<br />"I ANCHOR IFAC01 00
<br />3
<br />3
<br />3
<br />2112
<br />blown W-0 Q4rm.lA W
<br />0)
<br />R "e"A M,n1A tiler 6n3
<br />3
<br />3
<br />11
<br />J
<br />3
<br />13
<br />a
<br />J ,/9
<br />4
<br />1 1/2•
<br />m
<br />I -
<br />-
<br />-
<br />21/Y
<br />-
<br />-
<br />'-+O
<br />y
<br />ADP
<br />-
<br />I ,,m
<br />I m
<br />3 1
<br />-
<br />-
<br />-
<br />1D0
<br />@7,1-/z-_
<br />+ REOULRES Max. DISTANCE BETWEEN BOTTOM OF PANELAND (1)TO VL 1/2' .
<br />i
<br />I
<br />++ REQUIRES Mate DISTANCE BETWEEN BOTTOM OF PANEL
<br />AND ® TO BE: 3/1a' 3J78'
<br />Max,
<br />COMPONENTS FOR REGULAR LIFE SAFETY
<br />& E-Z HANG STORM
<br />PANEL SYSTEMS
<br />(SCALE 1/2"i')
<br />_.----- . 15.125' (TOTAL WGTH)--- -
<br />_
<br />-2.187•---i
<br />-
<br />i I--'
<br />__-t2,500' (EF'FECTIVE WIDTH--.-.--
<br />_, v ) ---- - - -
<br />1
<br />---:i93'
<br />I
<br />t/4'�mo /4
<br />,750". --- . MISTED
<br />SW"/`I._. -1,350"-' I
<br />LL --._-----6 i 4"
<br />._. / (TYp ):-.-..._.._. i
<br />T. -I � T 350'--i.
<br />I I .260'
<br />✓ '1.SD0' ! I.2�
<br />,r 'ro ANGLE * 6 1/4,
<br />F 374j g t25
<br />Inn• 788'^sI 't _ .1i86t0" ..�. 1, -Y ME 78Ett 'c"
<br />A
<br />,
<br />.280'•x /flfkM D
<br />,ram
<br />°fe�024, MIN.. STEEL [ q y"f .1t3
<br />r . . ° rt'__-
<br />,. " `I 3378' '
<br />_ -g
<br />.840" 7 ; 2
<br />- •' 1.6n' ,- 1. w r t
<br />�9s,7,
<br />LL mCk
<br />ATM A653 TIP...2.000'
<br />MINIMUM
<br />3 I •084'
<br />t375
<br />7.075' rRE I N
<br />GRADE 6O
<br />Q' : 2,t25-
<br />�I
<br />-OLTALL A
<br />G-m GALv.
<br />EDGE
<br />i
<br />_ '
<br />{TrP.)� �t "J ( ') .
<br />STORM PANEL a-;F------------------
<br />t,350'--I O 1.350•-
<br />_�
<br />DETAIL A� I- L--
<br />�_ -;
<br />2.ow
<br />PANELS SHALL BE INSTALLED ALWAYS
<br />LEFT TO RIGHT W t 2• LEG i AT / I
<br />AT GVD AT LEFT &loE of PANEL
<br />2387'-- --
<br />w r
<br />� H HEADER �
<br />r r
<br />�K �4 1� GLE WITH STUD
<br />s IPM UP
<br />W/ REARMED ERG-- -,,
<br />`�_ e270' -
<br />�tp
<br />H .._ ci -E6°E
<br />.37 - _._ _ r fO P.FMEl.
<br /><7 K
<br />GALVANIZED 2A24' ( STEEL
<br />_
<br />- ...#
<br />,.r�-"-
<br />{- -!
<br />1.407' r,625'
<br />IP.825 i.--
<br />---y'---. .-9087tN'
<br />0.375' n.25G'/
<br />�
<br />_._.. z a5n"-.I-,-,�
<br />r,--
<br />IS NETRIC VIEW DETAIL A
<br />!-. `L_w �"
<br />,..t _ 5
<br />N'270"1 PA HL
<br />}.
<br />1 OR A�
<br />..: ROUNDED CDRN£R C ENDS OF PANEL'S.
<br />I1
<br />1.,
<br />EN UP W HEMMED EDGE.
<br />. (N.TS)
<br />L.. -.., "
<br />'
<br />sAs�
<br />»
<br />25
<br />}Lyw��� }
<br />'
<br />3.750' O72•
<br />i
<br />2 I
<br />,--I 067
<br />(T .) IUI.,t •
<br />( KEY HOLE WASHER
<br />3105-H754 ALUM. ALLOY
<br />r__."w.""�R�r. EDGE bF PANFl
<br />(�8 KEY HOLE AT PANEL
<br />dd9lliffa
<br />--.7m•I
<br />! 2 I24' - ,750"'»-
<br />f _._T .SEE SHEET 6 FOR ADDtTtOiK
<br />.873' uuRAA7Ms SLEEVE LEiNaIH S 1 ;'.
<br />'L
<br />.p97` _ SLEEVE 2 t l8" I`
<br />,.zga' I--- "L5 MAXI LENGTTHH
<br />-•• r-(11YP)
<br />F
<br />1,. t wnGn STBUCTLRi6. I OWV YAM FOR AIAitDNS TNTO
<br />R..12A->
<br />----
<br />. T733'
<br />2 548 --�
<br />� 2.000'--- .)O'
<br />t..118"
<br />L)
<br />t25"
<br />2,OD0" A txa� j
<br />3790"
<br />"H"
<br />1.050 e
<br />"U"
<br />I
<br />I 1.750'
<br />250'
<br />Q REV. HEADER
<br />HEADER P
<br />® ----.7•
<br />MIN. TO 5• Maz. �
<br />L-, j
<br />(TYPJ
<br />MAX.
<br />BQi SLEEVE
<br />*
<br />Q ��
<br />1 1 "J" TRACK i� j7
<br />PANEL HANGER
<br />.374
<br />r„._,� _...._.(
<br />371 ,658"
<br />---3-000' eaal-Ta 10*y
<br />.384
<br />i--'._.,__ 1Lj0' 1-'-'-- :n82'
<br />E r- .470' "_,275' -�._ MW, r-
<br />I -�
<br />WHUtnrN{R
<br />oa`"`+,t� A il(t
<br />^�`.,�Q4' cEa r.0
<br />a V' s' •':`
<br />No. 44167
<br />(USE ONLY
<br />�S SYSTEM)
<br />i FLORIDA
<br />(,j_'j f4" WiDEI
<br />FOR E-Z HANG STORM PANEL
<br />6063-T5 ALUM. ALLOY
<br />BUILDING CODE Hon High VelocityHurricane Zone
<br />1.671'
<br />y-T--
<br />2000• A 9 Y, 1.125'
<br />_
<br />J
<br />.25bt-
<br />t.opo + '123, � . ,. W. a s�9+ MIN_ y -A-
<br />�• I.2at' IL -
<br />050
<br />_
<br />_ •o'. STATE OFN
<br />- "'M M 24 GAGE GALVANIZED STEEL STORM PANEL F.P.
<br />W.
<br />/
<br />---2.000 --._i
<br />(FIN'.)`
<br />SEE SECTIONS - - _
<br />L%
<br />.204•
<br />:moo"'• 4L` : 'ty
<br />Q`-f rjA.
<br />� IL ECOI«�. GLOBAL
<br />PROTECTION PRODUCTS, LLC. °'I tiro.
<br />N,E
<br />,mo Se. 61 ITAIDET
<br />M 14 20-175
<br />r
<br />13y-DOT
<br />«
<br />F" 14 BuiLD-our E"' TRACK 15 & S� wwAASHERED wINGNUT
<br />1,at+AAtaa.
<br />, 0%30,�-1 w.w�.ct �sxfc
<br />• A .UA
<br />P1,aNr:. LW54)9 7nTDAM
<br />F= 79AW-S167
<br />wI A,r rxr stW,r eaH WAWN9 we:
<br />#M1IJ\ ANGLE
<br />(2AMAC 3 ALLOY)
<br />P.E GA7E.t�GA9mWiJ°l.t
<br />��
<br />SARI a ar itl
<br />INSTALLATION DETAILS FOR REGULAR PANEL 1
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />ALTERNATE CONCRETE
<br />ANCHORS LOCATION
<br />CONCRETE ANCHORS -SEE SCHEDULE ON EXISTING POURED CONCRETE -
<br />(SEE SCHEDULE ON EXISTING POURED CO(CREjE i SHEETS 9 THROUGH 10) OR CONCRETE BLOCK .-,
<br />SHEETS 9 THROUGH ION OR CONCRETE BLOCK REQU9iED. ,I
<br />j REQUIRED. Y
<br />T£RNATE LEG
<br />EXtSnNG POURED E'D. LOCATION CONCRETE ANCHORS
<br />C01W:RE(E REHW ff •` (SEE SCHEDULE tkt
<br />SHEETS 9 THROUGH 1 •--' 2
<br />r
<br />i� r __ -'' '�°R t/2, i
<br />�� 1 �♦ 4MinNW�.1t
<br />� i
<br />r-zO-^.-[o�,.i.;.._in Wx TrWASHot
<br />N I t/4. 7 i 1 4'
<br />/ i !/.•-A,• ss Ms r/ Nn w1(.
<br />MAX. L_- �
<br />1 �_ -T CONCRETE ANCHORS a ,2 ,/z O.C. ---�
<br />(SEE SCHEDULE ONI/N' 1
<br />1 I SNEEIS 9 THROUGH 10)i� , -U
<br />THY-2osi• -_-T
<br />f.�. �
<br />�
<br />1:11`.
<br />(1"
<br />A I : E� P t �` ' .% I PANEL LENGTH
<br />•N-D ® 1 1 } E. R E 'l' ( ON (SEE SHEET 3
<br />- i
<br />A 1 - _._)l4.4_2mt' 'fJy/ / ` i ... i I. I SEPARATION 1 ..-Cl) 7sCH�E6Ui�
<br />i TO GIAis.
<br />1_ .__... j{�',' _ A�LI, yA ON SHEETS
<br />p.._ 1 :..-. tiw,N Taws-6) n: ON TO MASS. I r/+Y-Mok 2wt' 1 (`-Ei SCHEDULE I H 2h,' 9 & IC
<br />® -.1 .._ _ 1' Hen. -.; (SEE SCtimUiE ON - 1 _ ss. IIOus n _ t ON SfHEE7 3) 1 /' .._A5 , .2 W , SPACER
<br />. -(adE ru IYeFL 'L Moz. I ::�.-_ F __ -. - (uc UOR cartel '
<br />i
<br />- _.__... _D PANEL LENGTH I SHEET
<br />1 ! ____ _ ,-- _ _-
<br />1____ _ _1 (SEE SCHEDULE f--. --. _...__d`-`A UNG,PI orb( 7-ai PANEL LENGTH I .1 LDaN TA9R 7-aT
<br />-. _- Y- ON s SET 3) i . { i-N
<br />o�iE SKEET 3}a�"i
<br />U
<br />-'q TO GtA55. I 1 I _T
<br />N{SEE SCHEDULE. I
<br />1 ON SHEET 3) I OF -L I �,:� OF 'L" I I :
<br />p(4)__-,,,.d-- -- MAX. %*`/ �: / Aux. f ';rr' I 50x I
<br />1 r 1 ,@ I I E," SPACER _ I OF X
<br />@ 12 1,/2^ O.C. L E.P.1 _._ _ _ �_.1___.- (I 'LENGTH �
<br />MAX.
<br />I t
<br />_
<br />w>e 4 ,/.' O.c. I ,
<br />CONCRETE ANCHORS .. CONCRETE ANCHORS
<br />EXISTING PO �\ �� �, \ I (SEE SCHEDULE ON L_� (SEE SCHEDULE ON / _�._ _.___i
<br />j
<br />H 1 9 THROUGH 10) I 2 i 8" LONG MAX ALUMINUM
<br />CONCRETE a tip` �`:�,., EDGE OF WALL OR SLAB SHEETS 9 THROUGH o) ,f SHEETS ) g /
<br />DERIDED r r--- �� AT, CONDITION) % f SPACERS 0 8 i 4' Q.C. VALID FOR
<br />,
<br />;1J4' \�� ING POURED CONCRETE - AEI. DESIGN _ONO PANEL
<br />ONCREfE LENGTHS 3
<br />�\\ \ POURED C i
<br />DEN ,�,_
<br />\`. OR CON
<br />CONCRETE ANCHOR S ,' i � REQUIRED. � . SI'OUK
<br />{SEE SCHEDULE ON REGUDRFA. I" MATS. LONG ALUMINUM SPACERS O
<br />(sEE TABLE 01 ON
<br />S
<br />SHEETS 9 THROUGH 10)-�'-E.D:----•% ,,/^ 94EM
<br />40,/C.
<br />1
<br />911UH0 MOUNTING Aim BUILD -As WALL DIRE& T�SP�CS0.OR6DIR��OUNT�SPAC�S0OR-6
<br />SCALE 3/8-1- SCALE 3/8-1" ��SE{'iT�N -
<br />xuE 3/e-I'
<br />,�'_1`O�LP`A Tkj;n*,
<br />... �/j"YIN
<br />yTr _`�rC '
<br />2 MT s
<br />1ti \ GUNS, %,
<br />y FLORIDA BUILDING CODE (Non High VoWWcIty HUT cant, Zone
<br />emizo M 91C. rW
<br />Lem,
<br />- o. 44167 - 24 GAGE GALVANIZED STEEL STORM PANEL
<br />= aa/N NED
<br />ED. - EDGE DISTANCE NOTE FOR COMBINATION OF SEL"LIDNS: -$, STATE O • * �� �:: GLOBAL PROTECTION PRODUCTS, LLC, 07/17/2020
<br />�. =L
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE : _ - RCORLUp',,•.- - -- n NIL ECO1NowP ,McG&..61Stra�
<br />'+. DAVIE n• U31
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY Cc •....... f as ata W. r.. MI ,WrM AWRP4 rt J71m 20-t 75
<br />•• •'-r? Mw : PAn V1-ir4p . rr , }IAn p,_,A,x PNOK: (9Mj6e9-75.1 4A%: (W64)M-L79r
<br />INSTALLATION. /E •-IA w�..r.. DRAWND e
<br />N, .a. .wn.e.,.. War trar.e w
<br />Rrf1Iuow% .NW.ANJIWJOATT CA-0ma719 . K5 eT-w n i
<br />1rLTER A iwT Jr., P,E. 611EER 5 N Td
<br />INSTALLATION DETAILS FOR SE IES 2009 & 1000 EZ HANG STORM PANEL
<br />INTO EXISTING WOOD STRUCTURES
<br />1/4.4 LAG SCREWS a 6' O.C. W/
<br />1/2^ Inn. THREADED PENETRATION
<br />T/4'. LAG SCREWS a 5. O.0 W/ TO COSTING WOOD HEADER, f.rJ 2I(SGIEMMM t/4'A LAG sum a 8' O,C.
<br />" 1 i 1/2` WA THREADED POETPATION MT on OFt EDGE 1 1EXI IN tt9w Ti
<br />PENETItADON
<br />,
<br />_ TO EXI ING WOOD HEADER, ro E%6ONO W0M (WADER.
<br />HEADER
<br />F 4. CP"L $ t- SY.S.
<br />/
<br />y 6 EA END t '{,)4 �1 ( `I 1 {"s-zGw3 {' w
<br />/ t 4 Cmd. is{Tr' s.M..s. /1
<br />l OF 6 CnM,. W/ 7J6i}r .SANG
<br />EA. END Q HUT O 1a
<br />5. I
<br />j '.L��'�l
<br />' )t - t 4'4 4 Cud. I4x1' sus-
<br />" f LAC SCREWS § i CO.0G. WJ $
<br />•"if
<br />cSO
<br />/ 1//4'e- jj#"fR1155 . a . END or
<br />1 2" AKn. IOREADED RRZfETMr1pP1
<br />[/5''t # r • h1ElN1 MWJ 7 ^M.3J3a'
<br />OctSRNG WOOD i#FN'ER. �� �}1 r Y
<br />1/a /
<br />JOF
<br />IDETAIL
<br />1nIM MI.
<br />EVERY} RIP.)0 / . ' L IA t I�°:, I { DErAa va. e
<br />ii
<br />+
<br />i 3/i8' Hum. P� RMY 4 CaH. $14xi` S.N:S. , 1 -'`s L ND- -I try, cc ENTRY 11) • Fa END OF Q S.. 7 ca,N. IREQU7RER
<br />, {OETMIIE. Nk i
<br />1 molt
<br />9 I
<br />r__
<br />_.__.,_.__,-.. 1
<br />1, m REQUIRED
<br />JJ JJ / gg'
<br />1 4'0tLSr � ' 5 I
<br />i _ 2 9/16' MITI
<br />- SEPARATION !
<br />2 9 tB' MN,.. tS Mi..S,•Wzax,J/#'
<br />Se�ARATwN f ,Js"r-za.3//{• TD GUSIL iIi 0.5, 3 2' 7//a'e.a/ _
<br />T4 GLASS. 1 MS Wl7/a L/32' I IWNG W'o w' 12' .c. I
<br />WING 1NFUUT7 .EVEN' OVERLAP .,. 12' ON ' 1 2 71C VWI. I
<br />EVERY OlEAtM I 1
<br />__i__ .___ `x 1/4'P-a9z3/{ - W C7A49. t/{•°_24.3/#" LEI
<br />-, 1
<br />2 I 1 SCREW 1V tijg'
<br />y B/,6' Mih. BX 3Jw I ••
<br />J3�
<br />SEPAR4T7N1 WING MITT O
<br />I WWO tIR Of
<br />I o-rT TO GRASS. , EVERY OVERLAP . _ EVERY OVERLAP
<br />AR 1 i±
<br />i I i I -- it C
<br />M F 4
<br />k
<br />R 4
<br />4 1 I
<br />#
<br />a
<br />. 1 1
<br />+ +d +"
<br />I �,.,4 ; i�i'fi- f#^°M,g, I N p Gbrtl .%
<br />-,. - _' ii i -I p
<br />I _- `yG/ I T1/ T/ ix3/32 1 J 3 I i9
<br />RfMG
<br />-+-
<br />I"'� t ,0„ / i t I I
<br />e 2 O.0 V.
<br />i _. t
<br />'I=..I
<br />U
<br />7 4'I,- 4" W 'F 144 'W PANELMATE FEMME b 8 I tI
<br />MI6`- 34 N PAHE3MME PLUS W t a 2 ul/
<br />Cud
<br />j ' T { ♦-- {' '`. 7/B' Mn IN12 1/E2 ti` J }g^ py2
<br />I t^ : NOTE 1A BELaW) PENI;TMTIrA,tC i2 1/2- 0.c, ._11 -) w l ,. �... I� i._ 1- yp, L., NVT 0R t 4"W-20a3a.
<br />t Y/4 a SCREAB 8" O.G. w , I
<br />L 44G a W. Ca)) Y.4' I R/4"4- Ni''�� 6. W// ¢I 1.23E 1'FRtA yw�1 (SEE
<br />.. I 1 t//22`" Mtn, URWED PON a WOQO MATE REOUIRm ypg` ,��--+ .NUT I -1 k M7 NONE 1A EMLQw)
<br />j`
<br />19pRWM OF PkAi AT SMIIS amD OR 7 `^�..J OR i �;°o- I+x
<br />M OR EOO ON E 1I `M3
<br />! I $ • 1 {'i-2Dzb 4` MS. W P 3a'"
<br />(( ti-70 PAINEDUTE PLUS W yrA, iIIAA€RfW� NOTE FA GROW h ''. / LTA /
<br />) i I) � NUT �t2" ,5-
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<br />�,.I
<br />t0O0 1 ,/4'4 LAG SCREWS o G G.G w/ ,/4•P LAB SCREWS a It
<br />idn. C+')-?'z4' / f '-2" Mi_n, l tIY 19n. THREADED P1:.NEtRATKW9 Mln. {2) a'x{` r 1/2• Mht 7HREADLB PEHETRAIIW
<br />TE RfOUYtFD 1 a 4DWw1N PATE
<br />WALLMaw ,. WD00 PATE REGLR�D
<br />ALTERNATIVE 2"'w
<br />MT DR ON EDGE _ I t. MM. 2-W WOOD MT GA ON EGGS
<br />SCALE 1/{':i , .I PLATE RFaIARED PLAT
<br />"W
<br />9LIFABNATNE 1 BUNTING
<br />SCALE 1/4•.1• S, -
<br />AAAAALTERNA 4"W
<br />I. INSTAWATGNS ARE ONLY VALID FOR BUILDNGS WITH ASO. DESKW LOADS 91
<br />UP TO +Imo. -76.3 PIT An Rwws LENGn4 UP TO V-10'- a �Yyt;7171H. RN4 31 ER WE 5. SCREE 1/4"- I'
<br />Tjy
<br />2- FOR NEW WOOD FRAME CONSIRUCIII WOW MEMBERS TO 9E SOUD(ERN 8 - �A wyf� IT SCAB 1/4--l-
<br />N9. 4
<br />PNE 2, W/ SPECIFIC FNEINSfrY DF OSi OR EOWL i
<br />- a ' %\CEO e '-` ' "
<br />- FLORIDA BUILDING CODE (High Vela°( HL, Gone Zone
<br />'-�' No. a2o2o tWTEm, a1C
<br />= * ." * '
<br />SEE SPF'.CrICA MIND REQUNENEnS FOR E6 OP BAR Gi A T[M AS 20 CAM GALVANIZED STEEL STOW PANEL HAVE ar:
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<br />WELL A9 PANEL COIUEC,IDN To TRACKS °RS�jj AT m .BASED ONMOOIp /tEs[Afx S
<br />IBM OR 2Qm saraLTATaN TYPE O! 31EET 2S. RtT/1A✓FD' STA OF GLOBAL PROTECTION PRODUCTS, LLC. °'/M�0t0
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<br />ADP a BOTTOM! >RIXrVTN0.5 CAN eE COMBINED NAVY -�. ♦♦♦ % � _ (0.5..)6�-7J46, FAY: (964-6797
<br />till L
<br />Ar AN : aI67 sN.,axi. rm., 4A-tA1,
<br />WAY TO SUIT ANY AWALU{TION. SONS: 1/4" 9" y♦III 1Hl }H =6719 rx- Am:nw t,W OKMIAIG NED
<br />f
<br />NOTE: SHUTTER TRACKS NDT m.%*w OCR. CLARTr P'E' SFAfMORATOWE/IAC WATER A 7AaI1 JF.. SHOT III w
<br />.'f... +. AI• iMs: r 4A :AI K4AL:� !L ,ie4,
<br />. •.r : t 1 • 4 IT. . _ .4. 61 m •T<' iI .I� • 1 © Ca 1.
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR %-" (ft.) 0
<br />MAXIMUM A.S.D.
<br />DESIGN
<br />PRESSURE RATING
<br />lo.e.F.) (+ or -)
<br />CONCRETE & WOOD
<br />LIMAItATKINS t
<br />L+
<br />L-
<br />20.a
<br />12'-a•
<br />11•-0'
<br />2'.40
<br />12'-0'
<br />1t *-a'
<br />30.0
<br />W-Jr,
<br />10"',
<br />,Mo
<br />r `-la
<br />a
<br />1,1.
<br />4"
<br />W-1
<br />9-4'
<br />,Mo
<br />9'-6'
<br />9 4'
<br />500
<br />a'-1"
<br />8'4,
<br />iiO
<br />8'-7-
<br />e•-4r
<br />Sao
<br />8'-3'
<br />T 7'
<br />55.0
<br />a' -a*
<br />7'-4"
<br />70,0
<br />7• a'
<br />r-0'
<br />1110
<br />7'-3•
<br />61-10"
<br />80.0
<br />r-z'
<br />6'-7-
<br />a6,o
<br />7'-0'
<br />I a=6'
<br />80.0
<br />61-8'
<br />6•-2,
<br />no
<br />6'-9•
<br />81-o'
<br />I00.0
<br />I'--,-5-11'
<br />I.
<br />b'-.T'
<br />3'-S,
<br />110.0
<br />-
<br />6•-r
<br />tt9.8
<br />5=5`
<br />MAXIMUM PANEL LENGTH
<br />'L+" OR 'L-" (it.) 0
<br />MAIM" AS.D.
<br />DESIGN
<br />PRESSURE RATING
<br />(W.) (+ W -)
<br />CONCRETE & WOOD
<br />NSTAUATGNS f
<br />-
<br />`
<br />20.0
<br />14'-4'
<br />1 13=0•
<br />25.0
<br />W-10'
<br />1 lf' 7-
<br />JAa
<br />IV-4,
<br />10^-r
<br />3a.a
<br />10'-10"
<br />9-9-
<br />4OO
<br />91-61
<br />8-21
<br />45.0
<br />9•-1`
<br />8'-J-
<br />50.0
<br />8'-7•
<br />a^ -a'
<br />Es Os
<br />6'-.r•
<br />!.±
<br />�.a
<br />8•-o'
<br />Y-S'
<br />Mo
<br />7'-81
<br />7'-2'
<br />7AO
<br />7'-S'
<br />V-11 •
<br />mo
<br />7•-2'
<br />a=8"
<br />#L.O...
<br />S'-r
<br />8'-('
<br />QTO
<br />617,
<br />5-10"
<br />10R0
<br />V-3'
<br />3•-71
<br />70..E
<br />6'-3'
<br />31-4'
<br />71010
<br />-
<br />9•-I'
<br />115.0
<br />-
<br />4-10'
<br />119.E
<br />4'-B'
<br />MINIMUM SEPARATION 10 GLASS SCHEDULE
<br />MAXIMUM
<br />PANEL LENGTH
<br />WIND SPEED 4 170 tn.p.h
<br />WIND SPEED > 170 -p.b
<br />On)
<br />UNRIMRANED
<br />RSTRAtNm
<br />UNRESTRAINED
<br />RESTRAINED
<br />3D OR LESS
<br />I'
<br />1•
<br />61
<br />6 1/4•
<br />>33 TO 90
<br />i'
<br />1'
<br />7 t/2-
<br />7 1/2-
<br />>90 TO I-
<br />I.
<br />I.
<br />7 i/2
<br />7 1/2•
<br />>74s ro t
<br />r
<br />1
<br />-
<br />.A.- t t'A,f.TME tT % ML! A ^nrr:AI MInI1►rrIu1% MAMnITInTj.
<br />TOP
<br />Borm�
<br />8QT'TOM
<br />DIRECT
<br />MOUNT
<br />'h• U'
<br />HEADER HEADER
<br />I.n'UD'S" _
<br />ANGLE
<br />'r
<br />TRACK
<br />W
<br />OUILDrNACN
<br />=
<br />-
<br />I DIRECT MOUNT
<br />46'
<br />1 32' 32"
<br />35"
<br />Sw
<br />So.
<br />1.
<br />4
<br />1.5"XI.S' STUD ANGLE
<br />35'
<br />1 32' 32'
<br />32"
<br />42"
<br />So.
<br />1.
<br />3
<br />"F' TRACK
<br />66'
<br />32• 1.
<br />42
<br />67"
<br />60"
<br />So'
<br />1
<br />BUILO-CRIT -r CLOSURTRACK ANGLE ES
<br />W
<br />32• 32
<br />3w
<br />1.
<br />56"
<br />58"
<br />1
<br />BIAID-
<br />50'
<br />32' 32•...
<br />Se
<br />BO'
<br />5.16"
<br />55"
<br />til° cT Or L
<br />D.M.,d,
<br />©QT
<br />*:
<br />2/4
<br />3' MAX ANCHORS (SEE SCHEDULE ON
<br />-I• MIN. -- SHEETS 9. 10 Ail) -_.-
<br />6 o
<br />I'T-1--!-i r--1--1-r--r-T-�-r-r-r
<br />MIN.
<br />AS
<br />/4 3/4, 4/5, 5/5 & 6/5
<br />W/6, 2W/6, 3W/7 3: 4W/7
<br />0
<br />V r - -r-r r-z-1 -1= r
<br />-T
<br />BOLTED PANELS~W/
<br />K.S. M.S. BOLT W (SEE SECTIONS AS I
<br />2f4 3 1� 1 /4 3/4 4/5, 5/5 3
<br />tW/$ 2W/6, 3W/7 &
<br />ANCHORS (SEESCHEDULE ON SHEETS 9. 10 &II)--
<br />GULARM PAS L ELEVATION
<br />_-..2.687'-. -.._.- N.T.S.
<br />0(1) Li: MAGNUM ALLOWABLE PANE. LU47H FOR A GIVEN POSITIVE AAA DESIGN LOAD,
<br />L-: MAX. ALLOWABLE PANED. UNOTH FOR A GIVEN NEGATIVE ASO, OEM LOAD.
<br />(2) PROCEDURE M DETERMINE MAXIMUM PANE. LOOK
<br />GIVEN A POSIRYE AS.D. DESIGN LOAD. DETERMINE MUIWIM PANEL L04TH'L+' FROM S;f£pAE
<br />GNEN A NEGATIVE ISO. DESIGN LOAD, DETERMINE MAMMUM Mthl LENGTH 'L-' FROM SCHEDULE.
<br />FINAL KAM M ALLOWABLE PANEL LENGTH ,s DEW_ TO THE MMIM DETER1AW@ PANEL LENGTH
<br />BETWEEN 'L+• AND is-'.
<br />(3) SEE SCHEDULE BELOW FOR MIN. PANEL LENGTH FOR POROSITY *UNIFICATION.
<br />1' NBTAL r-,om Woo WORD ARE LIMBED TO s 95 ,a.1, MAX. A.S.D. DESIGN PRESSURE RATING
<br />44167 z �1O TX?= M.
<br /># * _ ,r
<br />TE OF _ _ I I�c.
<br />EON
<br />i'
<br />OVERLAP
<br />i
<br />I/4• Mox. GAP
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />FA
<br />Wanks
<br />.ORAL PROTECTION PRODUCTS, LLC.
<br />°' ' OAR E- i,
<br />4600 Yr. 51 STREET
<br />20-175 1
<br />DOH, n.
<br />-:S., tM fA,C (96I„64-s7M7
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<br />INTO WOOD STRUCTURES
<br />j`yf1 'lit _� _ _ _
<br />�1, 1 i, t t
<br />♦ I
<br />I WOOD ANCHORS III TO GLASS. --- I I
<br />lI �EE SCHEDLIE ON � {� ,. ----(SEE SCHEDULE 1 /{ A ffiY
<br />" I{1 . i SHEET itj w,' I .._._� �%-t�X,EAs BEETS I ON SHEET 3) I S.S.
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<br />% ,,i r 2 WOOD ANCHORS " I I i ANEL IiNSFTH
<br />WOOD HEADER. �. j' 'y y GtA55 1 I
<br />,+ ,r
<br />REWIRED
<br />\, (( 1 I ` I ''/4. (SEE SCHEDULE ON I y \ '_ T 1 r- ON SHEETHID FOR
<br />SHEET 11) OI SPACER
<br />1�A
<br />, _11/2' IAA%. ` OI SPACER
<br />x' A f ' I I T I (FNcni 1
<br />I ��{
<br />i /I- I,I----`..-"--1 WOOD HEADE 1' 1I I it _ _ '
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<br />_ I I �-' L t _�L-_-A
<br />I >�
<br />LAI I { 1 S I R # ,' MA7t, LONG AltlMNNUM SPACERS W 12 1/2"
<br />,1
<br />I } ` �I. O.C. (SEE TABLE #1 ON SHEET 11.)
<br />! ,�-,, �� �! SEE NOTE - BELOW FOR LIMITATIONS FOR
<br />1 Alin: j C `4
<br />( ,_,1 q ,.
<br />I
<br />1 SEPARATION ( \.'.,' .0 'L' MAX. 1 1 1/2' LONG SLEEVES,
<br />Ilf
<br />1 I
<br />A._.. i0 GLASS. I PANEL LENGTH 1 E PANEL LENGTLi "S ' C ! 1 t I
<br />I ( E SCHEDULE L (SEE SCHEDULE 1 .. I (SON SKEEEE TULE I 3) <.. =.. s I I �?..._�..PANEl RITE FFAfAlE: 10 OR PANEL MATE
<br />t ON SHEET 3 1 ON SHEET 3) 1- L_.._. 1
<br />1 PLUS 413HEDULE ON SHEET 11)
<br />1 t/4'.-29.P } - - .., ry..,_____ _ 1.___ I � iI I' (SEE
<br />( -_.�_0 . ., .N ___ ss. ipLT3 w i It
<br />r -i A a wP. ' 1--- -
<br />1 n/ r - .= }TXI r NG I 5lPApATHXN I 11 2'z4' WOOD --A V
<br />FXISRI,7G� t u3mH OtEW .4)
<br />GIXLIAS�S 1-1 SEE SCHEO. I PLATE REQUIRED
<br />- - r1QN
<br />GLA> i
<br />1 §
<br />SHEET 3) ' DIRECT MOUNT WJ SPACER
<br />i�-_�_ 1 ALTERNATIVE 2�YY'
<br />-^;
<br />I�- SCALE 3/8-1"
<br />(
<br />j
<br />' t Y` SEE TABLE #1 ON SHEET it FOR MAX. PANEL LENGTHS &
<br />SOx ! /I 0 12 1/2" D.C.i
<br />__,:. MAX, A.S,O DESIGN LOAM FOR THIS INSTALLATION..
<br />f O� ; EQ``•
<br />_ I
<br />I
<br />-B �;., O 12 I/2• C.C.i
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<br />1 _ _..__.�. 3.-1
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<br />E.11 SC1iEWJlE 4N sI'ACEW 9A K4Y 1 1/2' tAkO r
<br />" 1 } i7' !I 4 , CIF- S j1 L SHEET t 1) (1) NSWU MION M UMM M A pH STORY MALUM WITH 15-C
<br />7 (INS
<br />'x4' W i Klti MFAP DOG HOW 6 A pAg R CROF FROM ANY
<br />2 TiOG ! c� I
<br />I I
<br />PUTS REOUtRL1' '�` WDOO ANCHORS II 1 , BINFiN9H@p/ldNRlNRY LwprAtFD ON rk 77).
<br />I 1 11 ( ,` NAA WARAWN( TO .LASS It pCr.TW I !j _. ...s;; - : 2"N4" WOOD pi .,
<br />',, ... 57A0GERE0 WJ STUD i ) ° µ
<br />ON SN€ET 3 WM aE REDIRa1 7a i 4" A9 ._.". ; 7'. u , , -jUTE REQUIRED W�4lN-Ai 6 , 0.0.OA
<br />i j (S-E SCHEDULE ON S A6 THE FOLLp«NC COND MITE - . I/--- - pAy RitlSj 61w1 6E
<br />#}I
<br />I 1 ..
<br />`l { I ) I SHEET 11) ' (LAWS W AAWTRICTION FROM la 1/2" O.C, g10N0 AUAWFD ON
<br />i i i 1 SHEET A}
<br />� PRoGiRm
<br />� L) RAA mommum � � W.L (3) AM. 24 GAGE PANEL LENGTH i6 LIMITED 10 W 9 ANY OPENING
<br />I i i j
<br />, � wrotR � �cns wnwrn ar
<br />_ �_, V ,
<br />w9ML.
<br />O) STORM LOWN a WAL�Q����1B T�� low 11)"
<br />TV ����
<br />WALL N17NG L37 s1aeL FswEl XmTAL+AGmrN 19 ONLY �i 7ERNATIVE 2w (4) fIn' 7 INSTALLATIONaGamtX ; � IA INDICATED ON
<br />"a GUY
<br />SCALE 3/>�, Net
<br />AL�FIATkY,� 1 W WO AN MOM WOOD MIME WALL i VALID FOR WYb ZONES 1. It 3 AS IIFVERREP Ire ARSW
<br />SCALE 3j8e'1" (4) INSTALLATION MAD OKY FM LNG I EI xzw IM SIANDMID AVD THE 294E (1M EOTNi)I) OF THE FLORIDA
<br />Dom
<br />ZONES 1. 2 A J PER ASM E j
<br />IM-6a, NHNINAl11yh
<br />� E1t A i/(�ij�4r,�
<br />s: ati'• aea
<br />em:'�.
<br />P
<br />A%D FLORIDA BUILDING CODE Non High Vslaet Hurricane Zone),
<br />S
<br />Y VALID FOR MAX a -
<br />i. INSTALLATION ARE ONLY R S D. Izam Loma. NRG. F.P.
<br />x`
<br />NOTE FOR COMBINATION OF SECTIOINS: NO.
<br />- � 24 GAGE GALVANIZED STEEL STORM PANEL
<br />*4167 *
<br />DESIGN PRESSURE RATING (p.s.i) AND PANEL LENGTHS DRAWp �,
<br />*:
<br />TOP & B(JTTOM MOUNTINGS CAN BE AS PER SCHEOL)Li5 ON SHEET 3 (EXCEPT FOR e7/n/xm
<br />COMBINED tN ANY WAY TO SUIT ANY ALTERNATE 2W') P:, STATE OP,�1 L�NC. GLOBAL PROTECTION PRODUCTS, LLC.BtB�INSTALLATION. P .• Ar( 4m0 s.W. 6, sTRLxr2. FOR NEW WOOD FRAME CONSFRUCTiON: W000 ?y ORIQ Ax. Or/. 2"w F atra TT-T • FL33TR20-175
<br />�4�
<br />� �
<br />MEMBERS TO BE SO(TI'HERN PINE No 2, W/ SPECIFIC 4y iS'/':. x..•'i,..., 12Ns m-1vA.a.=poN OW4.9 n,Ha FAz: paa -ms7 - r�
<br />DENSITY OF 0.55 OR EQUAL. 41g FIRdI TUAE/DA7E C4-mGB71N "
<br />WALFFR A TIL3r 4r., P.E. , iY-r4i m 6NEE7 6 Of I.
<br />44t
<br />GENERAL_ NOTES
<br />rNLLn Rte lAr 14r SARF7Y ! E 2�NWa +- (C) TO 1:x-- WODD (A(W SPECGNC Ga&)aDS B - 055 MIN.)•
<br />,. STORM PANEL SHOWN ON THIS PRODUCT EVALWTRON DOCUMEM (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 1/4'e TAPCON ANCHORS. AS MANUFACTURED BY LT.W. BUILDER, INC
<br />WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - J14-10 PANELMAtE FEMALE 10 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY LICE CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRICANE ZONES MIAMI-OADE BROWA2D COUN TIES .
<br />( / ) - 7/4'M LAG SCREWS PER N.D.S.
<br />DESIGN RA :(SIRS SIW.T. BE DETERMINED A6 PER SECTION OF THE A WIND
<br />MENTIONED COOS. FOR BASIC - 7/t6"p z 5/8• WOOD BUSHING, AS DISTRIBUTED BY ALL, POINT SCREW, BOLT ✓X SPECIALTY CO.
<br />P 1 FOR h D NALitY FACTOR
<br />S EL STALE
<br />SPEED AS R JURS'i6'fitR3N WHERE STORM PANEL WILL � INSTALLED. AND 9HEK'i1O REQUIRED BY THE
<br />KD" 7-16 AN NO EXCEED THE MAXIMUM AS.D. DESIGN PRESSURE RATINGS INDICATED ON SHEETS P 0.85 W USING D SHALL EIS M C. MINIMUM .READ INTO WOOD OF ON ANCHORS B€ 1 1 4" AND 2' FOR ELCO AN LMATE PLUS
<br />ASCE ( ) }) THREADED PENETRATION APC SHALL / E
<br />'
<br />3 O " 12 E1 17 18. ANQ PAN FEMALE 11
<br />ELRAdE
<br />IN ORDER TO VERNRY THE ABOVE CONg1NON, ULTIMATE DESIGN WIND LOAQ5' DETERMINED PER A5OE 7-16 SiiN.{. BE FIRST
<br />REDUCED TO ASM.:DESIGN PRESSURE RATING BY MULTIPLYING TNEM BY ILE IN ORDER TO COMPARE THESE W/ MAX. (A.5O:) C,2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-. NO THREADED
<br />ER
<br />I S CONSIDERED TH P N,
<br />DES" PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 & 17. 18. PENETRATION INTO STUCCO SHALL � AS PANT OF THE REQUIRED THREADED PENETRATION,
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT GVER STRESSED. A 33% INCREASE IN ALLOWABLE
<br />STRESS FOR WIND LOADS WAS = USED IN THOR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN OETERM,RED W C.3) MINIMUM EDGE OSTAFNCE GF LAO SCREWS. IMO WOOD SHALL. BE AS INDICATED N THIS DRAWING
<br />ACCORDANCE WITH N.D.S. 2018.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WINO RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.12 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/5". 1/4" II-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUMTHE
<br />ABOVE MENTIONED CODE AS PER AMERICAN TEST lAS OF SOUTH FLORIDA REPORTS j01114.01-01 AND 00219.02-09, AS SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WALLS WITHNO STUCCO -
<br />PER SSRO 12-99 & ASTM E 330-02 STANDARDS, AND AMERICAN TESTING. LAB SOUTH FLORIOA REPORT /112301-10 AS PER
<br />TAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.5) IN CASE THAT PRECAST STORE. OR PRECAST CONCRETE PANE1,5, STUCCO OR WOOD BOARDS TE FOUND ON THE POSTING
<br />FLORIDA BUILDING GOOF. WALL. ANCHORS SHALL BE LONG ENOUGH TO REACT THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />AS MENTIONED IN 1 aNCFHo1vDE sNw.R. � MEHM! c, ), 0.2) At D.4y
<br />2. ALL ALUMINUM EXTRUSIONS TO LW 6D63-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED): SEE SHEET 2 (0) ANCHORS SHAD. BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLY. 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION OETALS SHOWN ON SECTION I THROUGH 6 (SHEETS 4
<br />4, ALL STM. SHEET META. PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. AWN A-653 GRADE 80 MINIMUM, C-DO GALVANIZED THROUGH 5) EXCEPT THAT HE'AMRSQ) &() SHALL NOT BE USED -
<br />STEEL DESIGNATION W/PY- 92.2 ksi (AFTER ROLLED). 9_ IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5. ALL SCREWS TO RE STAINLESS SLEET. 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARB% STEEL AS PER DW ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE- BLOCK OR WOOD FRAME
<br />BUILDINGS.
<br />50D18 W/ SO kid YIELD STRENGTH AND 90 kv TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECT"
<br />2411.3.3.4. 10. EM-4 REGULAR STORM PANEL WIN L€40KS OVER 90I AS PER SECTIONS 1. 2, 4, 5, 6 AND ALTERNATIVES iW, 3W h 4W ON
<br />SHEETS 4, 5, 6 & 7 RESPECTIVELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO
<br />C BOLTS TO BE ASIM A-307 GALVANIZED STEEL, OR AISI 304 SERIES ST44LESS STEEL, WITH 36 k3i MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PSTOODS OFHURRICANE WARNING.
<br />7 ANCHORS TO S F- OWS: , T -
<br />WALL .HALL BE AS DILL 1 -. THE INSTALLATION CONTRACTOR t^S TO CALAK ALL SHUTTER COMPONENT EDGES WHICH RERAN W CONTINUOUS CONTACT WnH AILA SEAL/.
<br />THE BUILDING TO PREVENT WIR1fRAKN. INTRUSION.
<br />() TO E)(15TM p NC
<br />P W THIS AND ZONINGREGULATIONS
<br />- fl4'M TAF'CON ANCHORS AS MANUFACTURED BY I,T.w. 8UiL0EX. NO, {MIi1. i'c•3182 P,R,L) 12. STORM PAFiF3_ INSTALLATION SHILL COMPLYWITH SECS INDICATED S ORA.WING PLUS ANY BUti.OWG dONN .
<br />- TIC e x 7/8" CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO,
<br />- 1 ' AS DISTRIBUTED BY POINT SCREW, BOLT & SPECIALTY CO. ji R . 3/4' SOLN-SEA ANCHORS. A,1- S 73. (e) THIS PRODUCT EVALUATION GETiE_E. A+10 DOES NOT PROVIDE INFORMATION
<br />Mir.. fe= i. ( 300E µ9, ) ETH PREPARED BY THIS ENGINEER
<br />CT, L.. W R M
<br />FOR A SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CONOLTKINS bttln7E FROM THE P.ED-
<br />- 074-70 PANELMATE FEMALE G & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />- 1/4-0 ZAMAC HALIN ANCHORS• AS MANNUFACTURm BY OEWALT, INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />A,) MINIMUM EMBEDMENT OF TAPGON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4% 2" FOR ELCO PANELMATE AND BASED ON THIS P.E.D. PROVIDED HE/SHE ODES NOT (DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILTY_
<br />1 3/4- FOR 7AMAC NAILN ANCHORS
<br />A2) CALK-W $ S01.P-SET ANCHORS $HALL BE EMBEDDED 7/6' INTO THE POURED CONCRETE, NO EMBEDMENT INTO (4) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFIED.
<br />4` a- L MINIMUM SHOULD EXIST
<br />STUCCfL SHILL BE PERAN7TTF11. )f 24 SCREWS USED S,utl BeBE t '.:/? .DING SH STNJCCV (C) SITE SPECIFIC PROJECTS, SHALL 8E PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />AND I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS DR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD {EA.P=.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WDH WIND NUTS. PROPER USE OF THE P.E.D. ENttiNEER O ,RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. ENGNEER, SK41L SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOQO BOARDS BE FOUND ON THE
<br />EXSTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SHALL BE AS MENDONEO IN A7) AND IN A2), ENGINEER OF RECORD THAT PREPARED IT.
<br />(8) TO F: gMr MKRETE attM G_9p: 14. SHUTTER MANUFACTURER'S LABEL MALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />�ON"4„__WAt
<br />1 4" a TAPCON ANCHORS AS MANUFACTURED BY 1. T. W. Bt111DEX, RHO. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL
<br />SHALL PACED FOR EVERY ROMPING. LABELING TO COMPLY WITH BECKON 1709.9.3 OF THE
<br />- 1/4' W x 7/8" ANCHORS, AS MANUFACTURED BY DEWALT, INC. BUILDING CODE.
<br />CALK-INSO,ID-SET
<br />- 1/4'e X 3/4' ANCHORS, AS OISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY =FLORIDA
<br />- ¢14-10 PAHE1lAATE FEMALE A AND PANE,WTE PLUS ANCHORS, AS MANUFACTURED BY EL.CO CONSTRUCTION PpQlypMlltllfN/2FN
<br />P7 T/f
<br />- 1/4' a ZAAW NNLIN ANCHORS, AS MANUFACTURED BY DEWALT, INC, �A*'tY,',
<br />8, I) MINIMUM EMBEDMENT OF IAPCON ANCHORS, ELCO PANF..LNATEG AND. TAA(AC NOUN ANCHOR, INTO ANE ' CENT
<br />`IN S ''•,
<br />BLOCK UNIT SHALL BE 1 t/4'. S S. FLORIDA BUILDING CODE (Non High Velocit Hu cone Zone
<br />-
<br />Tt1,,
<br />B.2) CALK -IN & SOUD-SEi ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK IT R NQ •TIyTp44 7 = 02940 mim PIG, 24 GAGE GALVANIZED STEEL STORM PANEL ONFR. IN:
<br />STUCCO SHALL BE PERMITTED_ 1f4- 0-20 SCREWS USED 5HALL BE 1 1/2" LONG MINIMUM SHOULD EXIST,
<br />? q:
<br />AND 1' MINIMUM FOR WALLS WITH NO STUCCO.% STATE F IL E C O 1«c- GLOBAL PROTECTOOM PRODUCTS, LLC. 4'�D.1
<br />B.3) IN CASE THAT PRECAST STOi�. OR PRECAST CONCRETE PANES, STUCCO OR WOOD BOARDS BE FOUN 77'' j�SF,A'CORI '� T�ihyy"trly°WA.,e0.,sO.eri --- AWD �t•"a331i'
<br />EXISTING WALL ANCHORS SHAL BE LONG ENOUGH TO REACH THE MAIN STRUG'NAE BEHIND SUCH PAN S'ii \ �* ✓ ♦,.. LEDs),n-IAn. r. ta4W a,-i,a PNpIE: f�41! -fl+4 eAx {W4)�-a191 20-175
<br />`ru w we +n. w eewAr w , rs:
<br />ANCHORAGE SNAL BE h5 MENTIONED IN 8.7j AND W B.2). ,yAAAsT,,H A, N 1
<br />PE, giN/G*%vLw,A AE Wu PE �. n_,a
<br />INSTALLAT1.t]
<br />INTO POURED
<br />DETAILS
<br />CONCRETE QR
<br />FOR REGULAR PANEL(!)
<br />CONCRETE BLOCK
<br />STRUCTURES
<br />__MISTING POURED CONCRETE
<br />__,-,�OSTWG
<br />POURED CONCRETE
<br />OR CONCRETE BLOC(
<br />OR CONLWETE BULK
<br />!` REQUIRED.
<br />�
<br />/
<br />REOUIREO.
<br />CtlNCY(. E ANCHORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10) -- 2
<br />CONCRETE ANCHORS
<br />(SEE SC(EDDE ON-
<br />SHEETS 9 THROUGH 10)
<br />1
<br />�
<br />EXISTRNO POURED
<br />CONCRETE OR
<br />+
<br />I "j R
<br />I
<br />i
<br />CREQU4NUIRE BtO,� %ii 4d#'Y-9m,t'
<br />{- r 7I2" 1/4-
<br />f
<br />i
<br />1j2`
<br />}1/4'
<br />j_j'�?i .-iAS.. * N4/rO.C.
<br />CONCRETE ANCHORS '/r
<br />__.._ __i
<br />f1
<br />S
<br />.__-__e__-,-I
<br />I
<br />�F_
<br />(SEE SCHEDULE ON .. (y, �.-�
<br />I
<br />ED- T
<br />E)).
<br />I
<br />SHEETS 9 THROUGH 10 i i
<br />I
<br />%� 1
<br />%�
<br />i
<br />I
<br />i 1
<br />i ) I
<br />} (
<br />B
<br />I
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<br />L-- ...".. / i (WI, aIR In -
<br />EXI3DNG i (SEE "L• NMz,
<br />➢-SEPAMTION
<br />'I TO GLASS.
<br />'A SGHEDU
<br />/
<br />! gem
<br />1 I RISE F9a nvei
<br />1 MNRN am Y-n
<br />ETD,
<br />t .°r 1` I
<br />3 --I.. ._.. ---_. ---
<br />SHEET
<br />Gj.ASS"'-'y DN SHEEP 3) PANED. LEN01H
<br />A(SIE
<br />p ON SHUT 3)
<br />..' I....___.
<br />T -. _}
<br />;
<br />I i ` (SEE SCHEDULE
<br />p
<br />I
<br />ON 1 "L' Y9x.
<br />I' jo. t T S CLASS.
<br />TO
<br />1 f I ON SHEET 3)
<br />CONCRETE ANCHORS,_ I--_--- _ A..-, -
<br />.-�
<br />D
<br />lt-_ _-...___-,1-
<br />. _
<br />.-,,�_
<br />1 PANEL LENGTH -4 SCHEDULE i PANEL LENGTH
<br />{#E SCIEDUIE I (SEE SCHEDULE
<br />.I_.._ 1 ON SH 3)
<br />(SEE SCHEDULE ON 1 I '..�.
<br />�
<br />1 ON
<br />SHEET 3} ON SHEET 3)
<br />SHEETS 9 THROUGH I i 1 i
<br />I
<br />I
<br />I i
<br />SQ%
<br />i OF 'L•
<br />•. f ff. i MAX
<br />EX>S'DS l
<br />GLASS R
<br />1 '
<br />I sax
<br />i
<br />FUOSnNG I I
<br />GIA55-j
<br />f h
<br />`{ �'._ I. 141,W-2AmreerQ -
<br />1..:
<br />i OF V
<br />_ , 1
<br />E`b,fr
<br />001.1s
<br />I j
<br />11
<br />MAX
<br />i
<br />,r,' 11 I
<br />(
<br />! � t/2'--._..._........_.._....3...._ ._...1
<br />i
<br />EXISTING POO; ! ,
<br />: -'--. -
<br />i f ! h,-f"-'- ,13X
<br />L-
<br />I $
<br />ORRER
<br />1 O 12 1/2" OC.'
<br />i APPLICABL.E)!
<br />f i ^i-� t/4'n' 1MX WAWSW rEu
<br />l(r M1�t tus SLRFiN GR
<br />I/H•-b�1• SS. WS W/ FRR
<br />BLOCK
<br />REQUIRED.
<br />i
<br />I
<br />CONCRETE ANCHORS I
<br />(SEE SCHEDULE ON �_• //. J _ J
<br />.-'EO-___O•^ F
<br />- -_ 17 1 AG
<br />r
<br />__. ___Ar___J
<br />5MEE75 H THROUGH 10)f
<br />1" Min.
<br />1+ µTERNATE
<br />LEG LOCATION
<br /><_. -{�{ }
<br />W/ I ONLY WHEN SOLD
<br />SET & CAN.K-IN ANCHORS EXISTING REET CONCRETE
<br />USED ` -
<br />PARE
<br />ANELMATES ANC71ED
<br />COICPRETGUBLOCK
<br />ALTERNATE CONCRETES II L,,, pDSTAG POURED cmft tE
<br />ANCHORS _£NR
<br />GDNCR£TE AWCNORS
<br />ARE USED, REOU�•
<br />CONCRETE DLOCK REOUIRFA,
<br />g AQg€RED Wj STUB
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />BUILD -OUT MOUNTING
<br />SECTION 1
<br />SCALE 3Ja-7'
<br />WALL.
<br />TiON 2Ct
<br />SCALE 3/5-1"
<br />WALL MQUN MOUNT
<br />SCALE 3/8-l'
<br />t�'agy� '¢�A..../'.
<br />.•'•
<br />FLORIDA BUILDING. CODE (Non High Velocity Hurr[aane
<br />Zone
<br />NOTE FOR COMBINATION OF SECTIONS:
<br />ED, =EDGE SCHEDULE
<br />(SEE SCHEDULE ON TIN' &BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY
<br />0.44167 . c
<br />=*:
<br />_ ' * E
<br />* _
<br />? •o'• STATE OF
<br />i'O'•. F P .- Nf - -
<br />F toRID
<br />F '" \ % Zi>
<br />C0�4 mtg0 We 24 GAGE GALVANIZED STEEL STORM PANEL
<br />-
<br />1 L�,c� GLOBAL PROTECTION PRODUCTS, U.C.
<br />n - TESTING a ENpaeE - caMPAw 4m5 S,K fit slow
<br />a . MW. r_ M bL 4weas. HL AMr • Vt- 3vu
<br />'Pw
<br />'IxoxoI �
<br />a7/n/mm
<br />mm.
<br />20-175
<br />INSTALLATION,
<br />♦
<br />/O•„
<br />,.,.", : RWo m�-16M . m_+17+ P..w_ (A5IIeW-'N0. FAn (964)NW-eTsi
<br />ra r - Av r r'a
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<br />WATER A TILUT ii 7 WP rf-Ia ` ,SHEET
<br />4 or to
<br />_ STA�,LATiON DETAILS FOR. REGULAR PANEL ..(,INTO WOOD
<br />INSTAL
<br />T
<br />{'�
<br />' + d 1 I ALTERNATE LEG
<br />-
<br />4%3' (Min.) EX+S71FNG WOO I t- r�T�
<br />BEAM REQUIRED. $DRUG -•-f : l/ `
<br />, �, is .- r/�
<br />ADEQUACY OF EXISTING WOOD % .
<br />BEAM TO BE CERTIFIED By EDj, i ! /
<br />REGISTERED) ENGINEER DR -f
<br />,,
<br />ARCHITECT PRIOR TO SHUTTER ♦ ,r � s *C
<br />INSTALLATION. f A _ WOOD ANCHORS ALTERNATE WOOD ANCHI� t� � 9 1' Ain. f
<br />i I {4BinrM wmm
<br />SCHEDULE ON `?. I OR
<br />/ 1 y (SEE SONE0IRE ON (SEE I '. + -!.. 1M >1
<br />- / SHEET 1i) I CEO r.^11 wI
<br />% SHEET I1) tan
<br />f F 1� I/2 I to 4' 2wl•o W_5,
<br />I TAU. WOOD HEAO€R t•, i �, / Ij '•. i/2' ___._I
<br />.�""'-'--'�1 REQUIRED r` L t/4Y-gnt•
<br />IXLS7tAY) 1 1 / y+t0.mmLTs1
<br />GU85` (WWD ANCHOR !' 2 - 1 I W e 4 1I4^ G.c. i
<br />_
<br />�\i
<br />I SHEET 11SEEEDULE bN r j �1 M&I i
<br />!
<br />I �, / •I ! .
<br />now _ i41 { ";
<br />1
<br />-.AIs I i
<br />E
<br />1 SCHGLASSEDULE ( +r4'P-2w,• ! j
<br />k
<br />t ON SHEET 3) S_..__ s.S Mp.T9 a 1 #Gn. SEPARATION TO LASS. ) :.
<br />f __
<br />L_,_ rL.__. ..AIM i/4'w-aBn• "L" ATAL
<br />-- I CSEE SCHEDLU ON SHEET 3) I
<br />_�Il..-._-'.�'T"_" i
<br />I— J .,. t PANEL LENGTH
<br />�.__ 4
<br />% L TRAIN •L" MAX i -- -. ,. _:__ - --- r (ALg�rat° MEL (sEE SCHEDULE
<br />._. -_ -_'I PANEL LENGTH r j' LLo, P aNR 1'-Ci ON SHEET UL
<br />(SEE SCHEDULE D(ISn 1
<br />1
<br />I
<br />QN SHEET 3) GLASS 1---'--I
<br />t' I
<br />1 I
<br />� OF L"I
<br />I I
<br />i
<br />011,11-
<br />r•�, MaX^
<br />i 1 ! -.\ I (-
<br />y
<br />-- ..- ...' __i__e.____. .-1 �+
<br />I I G 12 112 O.C, ) - i
<br />I EO .,�
<br />1/2• ,
<br />1� _.
<br />AAIi�ED i I EO `� - -1 , I lH••-2a� mils
<br />w
<br />I _ ._T..L.-.�J i L I ". a ,H• cc.
<br />--
<br />.-... �.. _ DECK REQUIRED 2'zi' WOOD PLA i 11I .-.--
<br />I ANGli4RS
<br />REQUIRED -✓ `I
<br />WOOD ANCHORS I t i't
<br />p_.,._ _.» -„t , I ,, (5€E SCHEDULE ON
<br />SCFH)EOVL€ DA`-.yam,-..,
<br />_
<br />SMELT 1ISEE 1\ ! _.., SHEET 11)
<br />,;:-___„ 3J4' ..--._.V-._.
<br />11 j
<br />�
<br />+ --2' Min: -..".....: ,1 1t ' _ _
<br />V
<br />CEILING AND BUILD -OUT
<br />ALTERNATIVE 3W ALTERNATIVE 4W
<br />SCALE 3I8-1'
<br />HHtHANHHRk SCALE 3J8=1'
<br />R T1_01
<br />11
<br />r
<br />F :•
<br />NmIS. i
<br />_ a0. 44167 s FLORIDA BUILDING CODE Non High Va(oc1 Hurricane Zone
<br />yr; -
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX, A,S,D. =
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS 1 o STATE OF w0 mn9' We. 24 GAGE GALVANIZED STEEL STORM PANEL r1p'(MOM6r
<br />�
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 ' F
<br />INSTALLATION. 2. FOR NEW WOOD 'O FRAME CONSTRUCTION: WORD '.y �' .,ZO '.� GLOBAL PROTECTION PRODUCTS. LLC. °'M'DM
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC M C O 1«t.
<br />DENSITY OF OS5 OR EQUAL ' /oaAL nL3xENpNMiRiwl THY .m0 S.W. at STREET
<br />Vr110000 ry A M Ir, „w,a. sNWMFA n 4lew DAME. iL =14
<br />f .++: I.n. w9 Mt=en-u ts1o1M="Two; TSq, Fm "tim9-s797 20-175
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