|
1 {
<br />«• t 1,
<br />r*
<br />et 1
<br />T fi �s�swaT.,
<br />_-
<br />IAAxaAUM AS.O•
<br />DE
<br />Max.
<br />tat T-
<br />M
<br />A ro
<br />T9iGP Per
<br />(sEz
<br />466A -75.3
<br />70, OR I.n$
<br />'2 D/itr
<br />EXXLTm.•
<br />i•. 2',.'26'. 1'W.
<br />2'W & 3«4
<br />+64.0. -1S_3
<br />70' OR LESS
<br />21.1.
<br />80LTfD •
<br />4' & 4'W
<br />YSASIO iRDM ~BOTTOM PANEL 8 WINORA/f A7 0+1ERIAP k 401w OF PNi2: LOGIN
<br />'_.-... r -;«!.,3 N; h; "'T _. a IVAI',4..� .w «. !+... : 71 A;t, .:.: i ' =; }:•I, ywa L+wE i3i- A
<br />MNXBAUMDESIGN
<br />AS.D.
<br />YAXmw ACHORIE SPACING FOR 6 M- - 3 1/2' "•
<br />IPPUCAPIX TO
<br />9ECIIOB e
<br />ANY CG1mINH11DM
<br />or THEN
<br />MAXIMUM PANEL
<br />�
<br />HILL.
<br />TAPOONs
<br />CALK-INPAl21.M4TE
<br />FOOLSq
<br />RAMIELAP3E PLUS
<br />TO *70mu
<br />TO CONCRETE%
<br />Ta OWCREIE
<br />10 OWQRM:
<br />10 COK NOTE
<br />70 CONCRETE
<br />ti7 CDtNCf1ETECONCRETE
<br />TO
<br />IKLW
<br />12`
<br />N/A
<br />12•
<br />N/A
<br />12,
<br />N/A
<br />12,
<br />N/A
<br />1' & 2' {TOP)
<br />ss.v, -7s.3
<br />it*
<br />r *
<br />10'
<br />9'
<br />S"
<br />4'
<br />S"
<br />4-
<br />1' (BOTTOM)SEEKS +
<br />70' OR LESS
<br />12'
<br />3'
<br />12,
<br />51
<br />B'
<br />6•
<br />Ir
<br />8'
<br />If BOTTOM*am IQGO f
<br />N/A
<br />/A
<br />NIA ---
<br />N/A
<br />MIA
<br />N/A
<br />N/A
<br />12 t/2`
<br />11'
<br />V (B4071010
<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 />I
<br />12-
<br />N/A
<br />12,
<br />N/A
<br />9 1/2"
<br />N/A
<br />9 1/2-
<br />N/A
<br />S (BOTTOM)
<br />12'
<br />N/A
<br />12`
<br />-
<br />N/A
<br />12'
<br />N/A
<br />12`
<br />N/A
<br />4` (TOP)
<br />t2'
<br />9 1/2-
<br />12'...
<br />11"
<br />Ir
<br />11"
<br />4' 0--ow-1
<br />TO 66.0 µA.t. A.S.O. DICLON PRESSURE RATING.
<br />♦SEE INSET 25 FOR ANCHORS TYPE & SRC FOR NSTAUAMIS In0 WOW
<br />:RIa1RKt ANCHOR FAGS An MWaNUM FOGE WBiAF1f:E ARE INDCATED GH THIS
<br />SOMAIL FOR E0. UMS THIN WCKKATND ON Sf3fE01I,E REDUCE ANCHOR SFACIFG
<br />BY MULSKYWO SAAOONC SHORN GN MIMAA.E 9Y 70C FOLLOWING FACIRIL, FOR
<br />THIS oPmow TO K F'0591" REDUCED smom6 ORTANEO U9 IS FAGOT
<br />NOT K UPSS THAN MINIMUM SPACW NIXCAT O FOR EAi9H A/Npi0.4 TYPE AT
<br />MOM UMILL
<br />ANCHOR TOR
<br />1/4i
<br />1/4.
<br />1/4.0
<br />1/41L
<br />UPM
<br />RANGE 0
<br />Put
<br />G11FM
<br />AM. A,tmoN sPA®M NFL)
<br />3
<br />3
<br />3
<br />2 ,/A
<br />tONa,LYAOtt at-d.
<br />3
<br />3
<br />3
<br />!'
<br />IAA, MN
<br />ta,cal. eras 41�
<br />3.
<br />3 H/2 :.
<br />a Fla
<br />+
<br />AMA CA
<br />RIONol1
<br />z 1
<br />'•
<br />- -
<br />.aa
<br />3
<br />f
<br />1
<br />+ REQUIRES Max. INSTANCE BETWEEN BOTTOM OF PANEL N
<br />AND 0 70 1E: 1/2'
<br />vl"'.-
<br />++ REQUIRES M/ DISTANCE BFTIYEF.11 BOTTOM O' PANEL
<br />ANDWC3/18"
<br />Max.
<br />{SCALE 1f2®1-. :
<br />-..-._..- 15.125' MAL
<br />12.400• ((E7Yf8GalW WIDTH'
<br />ar•----d
<br />k
<br />5 --• 750'.- .5.E INVERT)-� STW RNflt
<br />k
<br />Ile (TV.) (TV.)--j
<br />t.SSC i. 1350.
<br />OA*4* b THICK �' �J
<br />$ i t2�60'
<br />I I 3.J7b'
<br />374 -
<br />00' i 't 10'
<br />8` t.d7/' �4
<br />.t2S' t l[Folom r '0
<br />1iuY 21tR mm)
<br />1.500 •86d'
<br />k EDGE
<br />GALMANZ
<br />GRADE s0 M015404
<br />•2..i110 .004'
<br />i a•. 1.015'
<br />-DETAIL A
<br />C-tO QFLV.
<br />_--.----------
<br />�
<br />- t 0B4'
<br />"t"�'%YP.)
<br />t•'--%-t25
<br />(�••)
<br />1.350' Q) STORY PANEL. 1.35d' 1
<br />;E; A__
<br />L`-_L_
<br />-2.000'-.-••+ i::375°
<br />PANTS SHALL SE ISTAUka HAWS
<br />FROM HEFT TO RIGHT W/ I/r us
<br />AT SO AT MAT WE OF PANEL
<br />� "H" HEADER '"_TRACK
<br />AMU WITH STUD
<br />W/RtEMLTED EDCE
<br />t4T.M5-
<br />•'�
<br />t33`. 0.270' `
<br />(-
<br />i
<br />70'
<br />k
<br />-.-�.. - I..:Bull
<br />fx11VAMZEO STEfl..
<br />" YJM DETAIL
<br />M
<br />f
<br />�+
<br />OR
<br />.�
<br />ROUNDED CORNER b ENDS OF PANELS
<br />.LED
<br />.13r, -1
<br />t - AKA .OHS'•
<br />1.
<br />C
<br />...: (w
<br />END LIP W HELM EDGE.
<br />�N.r sj...
<br />_�a'd25
<br />"P. em,nt
<br />.125'
<br />3.780' 7r
<br />I
<br />:OB7• 087 750'
<br />1 { -)
<br />-����
<br />Q 3t11�r�LI• WASHER
<br />{iB-HTs4 ALUM . ALLOY
<br />EBaE of PA+aL
<br />� KEY HOif. T P EEL
<br />.YAiiSiia
<br />2.r24
<br />I' 754'
<br />ei3
<br />.SEE $Val d MR ADDITKAK
<br />1F MOTH
<br />1.250"
<br />I��, W �
<br />.376•.Q at �EA �
<br />.,,�-,,,.t2S'
<br />1 (TYp.) a:.taR•a
<br />ONLYAiaxs
<br />I T
<br />� ONLY VAA1 MR IAi7N.lATiONG MT0
<br />R INST
<br />W000 STTIMRNNES.
<br />" "
<br />1
<br />2A )v
<br />1.O6M 0 �
<br />" '
<br />2.060-
<br />I
<br />j
<br />A nOC•.
<br />'L _ �
<br />(75D
<br />y k
<br />k
<br />#
<br />HEADER I 1-.
<br />®
<br />�t (TYP;)
<br />1' MN.. TO }" Mar:-
<br />SLUM 1" MAX.
<br />(�
<br />A
<br />2.000'
<br />",1"
<br />.374'
<br />3.Om' -d• 80Bt-18 :6AQY
<br />.Js_4r--1
<br />•.275"
<br />ti.J
<br />N\N 71A./r
<br />TRACT( 1 PdNELAN�.t.�cER
<br />(1 1/4-,i)
<br />I
<br />adz
<br />A70" NtlN: F"
<br />.125' .580- 2
<br />$ 'p {•--M91MN.
<br />2.000- pprp 4 1?3 4 1
<br />CEIV (USE ONLY FOR E-2 HMO STORM PANEL
<br />,Z ''.'{• `Y` ' SYSTEM) 6063-TB ALUM. ALLOY
<br />1, NO. 44167 -: S FLORIDA BUILDING. CODE Qlan NR h Velocity NNNTr)aone Zane
<br />_-
<br />° 0lrttem Pc
<br />24 tH� GALYANIZED STEEL Stalttt PAID
<br />(TYP?
<br />I
<br />1.201'L a
<br />Gsura Br:
<br />,f_.._2,Mp•--_„
<br />' SEE SECTIONS - --) =•- MdN.
<br />2M4
<br />s a .. F-
<br />A A Y a
<br />1lL ECC wawa GLOBAL PROTECiIONC
<br />400
<br />M
<br />af%]3JtG9a
<br />PR(JQtiCM LLC. „ro
<br />gW . a1 ti41Ra't
<br />DWI..-FI. 333T4
<br />1 BUILDArS3i1T 'F*
<br />G�!"'w;�7
<br />4 BUILT? -OUT` 'F" TRACK 1 d( 9j�" D MMUUT
<br />�
<br />PHp
<br />,.. r- n w wMRNn (ae«)a�
<br />4rAr 4tl0�
<br />7asp H,a (saHud9•sre7 2O 175
<br />t4x as,X TOWEL It PMNII+dN-
<br />TRACK MOLE
<br />'•� (ZAMAC 3 ALLOY)
<br />P.E. E
<br />WAIEWa 1M3RTk' PL r
<br />NeR 2 is
<br />w
<br />Nli4i.
<br />E.D. - EDGE DISTANCE NOTE MR L OMBINATR7N OF-ELTION-,
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />(,D.-_(LT WALL MOUNTING ��Aa1 SNEE1s 9 & ,5.1
<br />�� sGLE 31d-1-
<br />?. m ANC.
<br />D 44167
<br />Tma,
<br />• - 24 E GALY R STORM PANEL
<br />-
<br />(,a4G AN ED STEEL
<br />tTE
<br />.•,
<br />n",rto.Wr
<br />STATE ()
<br />r -
<br />LOBAL PROTECTION LL
<br />j¢![ J j� J � �N AF�t PRODIK:TS,
<br />20-175
<br />kaMR01a Nx
<br />TuaaFm
<br />• r ►: i' rrr rrr •;., c.:_
<br />MiHNIP'w44`!
<br />IliIT
<br />ACTT RL
<br />0YET6M
<br />, w
<br />8
<br />rtWE to BBDW)
<br />f4 6-arW
<br />I
<br />SGaEWs a
<br />t �
<br />e 1 2 Mtn.. 7,1NfrAOEO PENNETRAI�X O
<br />QF PtfiC AT sFiaES TOOK
<br />2)
<br />74-1a' RLV16lum PLUS W
<br />M(R
<br />-t 7 wo ,e 1 a a
<br />SEA Iwo
<br />1. NSTA 1ATjOX5 ARE ONLY VAJD FOR WITH AS.D. DMILIN LOM
<br />UP TO +86.0, -7&3 PIN AND TPANEL LLOW N UP TO 5'-IV.
<br />2 FOR NEW WOW FRAME COA57RU CTIC : WOOD MEM I E'R5 TO BE SOUTM
<br />FIE W. 2_ W/ SPiCO IC DENSITY OF OM OR €DUAL_
<br />^a£ 9PECE.W.O.
<br />ACAIxgg AYB R FOR I GP 84R. (�i AT TOP
<br />WELL As PA1EL7 : (D COIaffC . Ta TSAOKS O7J 0W�A3 80TTOA, BA9E0..
<br />lam aR soW OSTALLATUDN TYPE tN FET
<br />M= MR mM"emveN a 4crv,xsN- j
<br />TOP A, BDTMM WOUNTIMM 001 BE COMIM N ANY
<br />WAY vo %v ANISAUAT NL
<br />Wrm,TRAM :OHM*
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" Itt.) D
<br />MAXIMUM RSA.
<br />PREP RAT'M
<br />(P.-0 (+ « -)
<br />CONCRETE & WOOD
<br />9STALLATWNS t
<br />Lk
<br />L _
<br />26Lo
<br />!2'-0'
<br />tY'-b'
<br />25.0
<br />t2-G'
<br />I T =r
<br />.WcO
<br />YT'•+a'
<br />TQ'-r
<br />3J:0
<br />to-10•
<br />TO'-0-
<br />4MD
<br />fo`-mot'
<br />81-1.
<br />Nab
<br />9-a'
<br />NY-2•
<br />saD
<br />m0
<br />a'-r
<br />a, Ir
<br />saa
<br />a=3`
<br />7-r
<br />Tao
<br />r-a-
<br />r-0-
<br />no
<br />r-6"
<br />r-To'
<br />sao
<br />r-r
<br />a=r
<br />8.e 0
<br />r-a'
<br />B S'
<br />Ame
<br />6=9'
<br />6'-2'
<br />96.o
<br />6"-0'
<br />11141
<br />1o:0
<br />6�
<br />to"
<br />a=3'
<br />S'-9•
<br />Y 70.0
<br />9-r
<br />i LSO
<br />5-e
<br />fd2:a
<br />r_'.
<br />1Nn---� , . .....engsn.- E : SNUTFNR TRAGLS FSIT SHOWN FOR CLA41tY ALE
<br />I
<br />1VTTt4 TRAMM III QD_00 211 D.M., 3O,
<br />DIRECT MOUNTED AT FJQH END=
<br />MAXIMUM PANEL LENGTH �• Qk Gr
<br />MAX
<br />L+" OR "L " (Ft,) 0
<br />MAXMUM AS.D.
<br />DESIGN
<br />PRESSURE RATING
<br />(P.O.F,) (+ or -)
<br />COWcRm at WOW
<br />NSTAUATORS t
<br />L+
<br />L-
<br />2aa
<br />2SQ
<br />HR'-fO"
<br />11=T
<br />mQ
<br />I1-s'
<br />Fo•-r
<br />36Q
<br />PO-YQ•
<br />9'-Q'
<br />40.0
<br />9 -a'
<br />9'-2.
<br />4&0
<br />a 1•
<br />a'-7'
<br />Sao
<br />5:A0
<br />00.0
<br />a•A-
<br />71-6'
<br />Sao
<br />9 e
<br />7=2`
<br />and
<br />r s'
<br />a-11'
<br />no
<br />7=2'
<br />6'-e'
<br />Sao
<br />r-0'
<br />B=5"
<br />b as
<br />7 o
<br />s�T'
<br />95.0
<br />6 7•
<br />5-10,
<br />Y 0
<br />s•-r
<br />s-r
<br />105.0
<br />11A0
<br />1150
<br />-
<br />4--NO-
<br />tt&5
<br />4'-a•
<br />-..
<br />MINIMUM SEPA&111DN TO VIA% SCHEDULE
<br />AAL�tDMiTfl
<br />WIND SPEED 4 170 n1.P.A
<br />WIND SPEED > 170 M40
<br />(ND)
<br />UNRESTRAINED
<br />RiSTRNNED
<br />URRMTRANED
<br />RESIMMNED
<br />30 OR LESS
<br />I.
<br />1'
<br />4"
<br />8 1/4-.
<br />>33 YO 90
<br />1•
<br />1•
<br />7 Ile
<br />7 lIr
<br />>9010 145
<br />1`
<br />i'
<br />7.1/2•
<br />7.1/2-.
<br />.. a
<br />A �11x
<br />iTr1 �T� *�7iri►i4I�°I�lil:iif:
<br />«�«•7
<br />t•ItyT•i•
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<br />[1CL■
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<br />R.
<br />G ""HORS (SEE SCHEDULE ON
<br />-- SHEETS O, 10 *11)
<br />AS
<br />PD CM
<br />vim HEADER,
<br />4'i»2Qx3 a` MS,
<br />rx--ily1' S3Ls.
<br />t& END OF
<br />DETA. I/24 h
<br />7
<br />"I"kI- '�"'fl61TMX
<br />l••-.'TARE TA 2
<br />XUT O 12` o-C
<br />Ili'} LAQ sCll'1Y5 a d' 0C. R/
<br />Wiff70¢D PERETRATON
<br />AT ON 09
<br />INUAUAI1KOxPEO OF TE
<br />- � • zF
<br />�ISLiA7WE
<br />ALTER1ATW VIM
<br />SCALE 1/4'-t'
<br />20 GAGE GALVANIZED STEEL STORM PANEL F,P.
<br />an
<br />.OBAL PROTECTION PRODUCTS, LLC. n/>s
<br />0ac
<br />5.9E sI SnW
<br />'4
<br />PNaI _ (•I•)/ T343. FA . (054)6 .6797 20-176
<br />3/4, 4/5, 5/5 & 6/5
<br />, 2W/0, 3W/7 & 4W/7
<br />, r-1r-T--7-r-r7-T-r-r T-1I
<br />D.M.,Q.(' - - - - - - - - -
<br />4 - - a o 0
<br />�. OC@ 3 MAX - -
<br />-I. MN I 2/4 11/4, 3/4. 4/5, 5 5 & 6;
<br />iWB 2W6 3W7 & 4W
<br />---ANC'NDRS (SEE SOHEIW ON SNP.ETS 9. to 411}-----------�-�---,
<br />REGULAR STORM PANELELEVATION
<br />2.N38T N.T.S. i/4'
<br />(AWL to RAP -1 ANGLE WLM
<br />ARE
<br />O. 44167 i ,ALA/ TMTfiCi. W. 24 CAGE GALVANIZED STEEL STORM PANEL oA F.P.
<br />A nTEOP * iL� �wNa PROTECTION PRODUCTS, Ur- 0710
<br />M
<br />We
<br />C! .
<br />HNO S.W. eH H .,M1MRT
<br />'f. ¢` '. gRIOp .: "� / •z4,s 11dk 1Nb w 3eM taY>w, awaPl A aANw TWIN& Fi. w
<br />,.4(•r.... .,._.a4('.ar'�' __.,....__....�.......•._.... .�.m,.4�,...x...r...xa"_.,a, 20-lay
<br />INZQ W090 STRUCTURES 71
<br />� % . SEPARATION , �1J
<br />WOX1 ANCHORS I TO MluS. t
<br />'' ` SDHWULE ON w" 1 t4'a-m+1•----(SEE SCI#DUtk t/4'0-iWt'
<br />,. SNEER' i1) ,✓ i. '"'" 1La. Fa9P axis 1 '�ON SINE)` 3) I EA o
<br />a 1/4• aa.
<br />j!WAiL�t G;({ {4P iNNO.
<br />MTNWI AAA 7-a't
<br />^.------`T j E 'L' MEN.
<br />EXISTING
<br />RWOOD HEADEREQUIRED �rs 1 WOAD ANCHORS I \ I(� q 55M PAE7. LENGTHUI
<br />scRotai
<br />`. 1/4` (Sm 04-
<br />SHEET . _{ ( vi _ ON SHM le
<br />r SPACER
<br />MAx 1
<br />ED
<br />t' MAX. MO ALUkRUM SPAMRS a 12 IIV
<br />('SEE TABLE SHW 11.)
<br />O.C. 11 ON
<br />L Min. 1 1 SEE NOTE BELOW FOR LIMITATIONS FOR
<br />SEPARATION i 'L• w I 1 I I/2" F,OF&r' S lam.
<br />!1 --•• PANEL IN PANEL t•FJrGTH ' j
<br />(SEE SCHEpI3) w T (S Ulf i 1
<br />(OH
<br />SHEET 3.10=LL
<br />DO SHEET 3) _ ON S NIU ) ._-.PANEL MATE FEMALE ID OR PANEL VALE
<br />)..._
<br />�/�� T--.__ - __ _ -. I" (SEE SCHEDULE OR SHIER 11)
<br />I'M,- ie w
<br />Mtn. I I
<br />AIM 1,
<br />FOR FORM EXISTING
<br />smwm WOOD
<br />taAN1t ^•`S .,..-.T TO GLASS.
<br />i j PLATE REWIRED�-
<br />�ON
<br />+ $HEFT 3) I ( DIRECT MOUNT W l 3WERAA
<br />ALTERNATIVE 2WV'
<br />I SCALE 3/8-1,
<br />t T
<br />�•" :;�. - SEE TABLE it ON SHRRY•it 11 FOR MAX. PANEL LENGTHS &
<br />( 50S 1 O 12 1/2` O.C.00 }
<br />MAX. A3.D DNESG4N LOADS FOR THIS INSTALLATION.
<br />1 OF .L. ED
<br />MI 1
<br />- WOW ANCHORS
<br />EO t [ AG WW snw 1k * wwase
<br />f
<br />) (SEE 9C}ifD ON SAAM aA War W I llr IONIC W.
<br />" .- ,... ( I 1 SHEET 11) (1)/KD9JADli S LW= TO A ONE 6TORY 11MIUMM SRN W-W
<br />I LSAT nFtio
<br />2"x4' WOOD )) ( • . t,:/ f IS A NNStRCRONI TtlFN.AX
<br />i , f I elMnaw IHRNf1 Y NarwtFO a 84¢T ,1),
<br />PLATE RFxSU1RED WOOD AWCHOR6 T
<br />I' NMI. MPAM;K* TO IYA58 N4RWTTTi g N4` WO00
<br />•, 4 ? 5T'AAGERED Wf STUD w2) ANaUNMa TMa H%aa'aaFNT M C'Alkt ANTE PfMKc is OR
<br />, I Oi T 3 W IW I±1 1 4' Aa ELATE REAUIRELY.
<br />1i (SEE Ui:E ON LONG As 1ME FaUAWWe - ARF 4Aul. MVF'L+t ) aM4aL BE. W56a9nN A7 a 1/4- a:G:
<br />L,
<br />? k SKEET t i) F9AVLK0 TaDE
<br />6 ItESiryCllal FraM 12 I%2' FAO. 1IDMpND A1Loa0T OX
<br />{ OHM
<br />I 1 (1) WEAR)+0
<br />! (3) MAR 24 OMW PAWL LDW H 5 UNITED 10 W AT ANY OPENING
<br />(7.) ewmm smos PMa UMIN 6 em9 u . N650 lf)x FROM RADAR NWtc. tRNGnMH MdGIFD a
<br />S NA"- 9aBalt it).
<br />ALTE(3) STOAT PAIL ISiAMAAN 6 CN0.1' (4) 1 ilY oats SLUR CWPaltrr yN,1 ffiMel BF A4 IN0100EU ON
<br />SCALE 3/e-.1' A a 9EfMUATiaN aF 1 Ili' TONS SPACBL at Iw aa:X
<br />IRA AN ODMTRND WSW FM1%.1MLL WLS fpl WID 2OE'I i, 2 AiG 3 M gFfM 0 8r IOYN
<br />SCALE 3/8-1" (4) RSUWLMIQN Aka O4.Y iaR WAND &JUNN arMiawD ANO THE {T1A RMIpN) dF 71E FIDNfY.
<br />NRJ7W9 ODDS
<br />WI.•d0.T' s k 3 PIR A1RM F 11NHNI(k
<br />,•�F� A it(�,r
<br />3MCEM ;rs
<br />t5:
<br />FLORIDA BUILDING CODE Hon FI h Ye)aai Hurricane Zone
<br />.. INSTALLATION ARE ONLY VALID FORA.S.D.
<br />O 1 T1O O CTIONS. 1. INSTAL L MAX,MtAX, mTEW. ND.
<br />. No. F N. N _ 44i6 n�F (IS DSM4(I -F' �. 7 24 tiA9E GALVANIZED STORM P
<br />PR RATING :LILT L STEEL STD.. PANEL
<br />DESIGN PRESSURE RA AND PANE LENGTHS nIM1111 an
<br />(p } "
<br />s 1t -
<br />* xtAr"iA",ANw
<br />AS PER E 2W) LIES ON SHEET 3 (EXCEPT FOR 3 STATE 0 i"T �T _ INS. GLOBAL PROTECTION PRODUCTS, I CG. %ate COMBINED IN ANY WAY TO StiPi` ANT' ALTERNATE 2W")
<br />TOP I BOTTOM MO AY TO CAN ANY
<br />INSTALLATtLlM. `• i3 •,NNW sr, slsrglxl
<br />-'T)gRIQ & HX,te•
<br />2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD y '' • ta"Lty xa Rem A4 er ,tlwa attmq a Axa SAME FL mu 2G-175
<br />......:
<br />�•.••• er,-te pta nw,m.rr=paN n,-,m MOM(aM)6N-7a�M, rM`r(W4)FIs"4P47
<br />MEMBERS TO BE SOUTHERN PINE waa 2, W/ SPEGYT•1G I !� ... w-w."t
<br />DENSITY OF 0.55 OR EQUAL. rNNNhRt Ta-Dona7Ta t, OON A.
<br />WOLSFR A 1RkT1' Jry Pd a ato tF- i
<br />MM11 a O T4
<br />:h Q. PI1e naaOA! Um &iFf7Y ! [-7 NiN6 • 1MlN74L (C) 70 EXt52RJG MbW [IL- <PSCSN,) 9RhllliY c 0 YdNl.t;
<br />1, STORM PANE. SHOWN ON THIS PRODUCT VALUATION DOCUMENT.(P.LD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - l/4 C TAPCOH ANCHbos, AS MANUFACTURED BY E.T.W. 80ILDEX, INC.
<br />STORM P NOT 1 AT HIGH WITH THE 2020 7tI OF THE FLORIDABUILDING CODE- TtRS 5T ANEL SHRLU. OE NSTALiiO - t - P
<br />{ EDITION)4 fo PASmwRE FEMALE B AND ANELMATE ANCHORS, AS MANUFACTURED BY Et:CRi CONSTRUCTION PR401FCT5.
<br />PLUS AGPU
<br />ITV HURRICANE 2OliF.x^ MIPAII- MD COUNT�'S. «. t "f .0. VELOCITY D!4!E /
<br />4 TAG SCREWS PER N S. ( )
<br />SLEIGH WIND LOADS S P CODE. FOR A:BASIC
<br />K DETERMINED AS PER SW OF THE AGLOW M10VTRO - 7/96"0 X D/d" WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCdHEW. BLX:T'& SF£OAET'f W.
<br />-
<br />FWINDACTOR
<br />BY T PA EL
<br />FORA FACYOR SPEED AS REQUIRED BY THE JIIRISDIGY,ON WHERE STORM PANEL 111EL EE N AldiO. At•I1 OI2ECDOMMTY
<br />A INSTALLED, FOR
<br />XD-OW, USING ASM 7-16 AND SHALL NO EXCEED THE MAXIMUM (AS.D.) OESION PRESSURE RATINGS INDICATED ON SHEETS CI) IAAMAM TiREEWED I MINATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2- FOR RM PAKEULATE PLUS
<br />3. 9 THIRD 12 & 17. 1& AND PANELMAI.E FEMALE 10.
<br />N ORDER 10 VERIRY THE ABOVE CONEXION, ULTIMATE DESIGN WOO LOBOS DETERMINED PER Asm 7-46 SHALL BE FIRST
<br />ROOM TO AS.O. DESIGN PRESSURE RATING BY MULTIPLYING THEN BY 0.6 IN ORDER TO COW+AE THESE W/ MAX (&S.D.) C.2) MINIMUM THREADED PIENEFRATION OF LAG SCREW. INTO THE WNW FRAME UNIT SHALL BE 1 1/2-. NO THREADED
<br />OEM PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU 12 & 17. 18, PENETRATION IINTD STUCCO SHALL BE CONSIDERED AS PART OF THE RECIUERIED THREADED PENEMkTiDN,
<br />IN ORDER TO VE RO THAT ANCHORS ON THIS P.C.D. AS TESTED WERE. NOT OVER STRESSED, A 33Z INCRC45E IN ALLOWABLE
<br />WINDS WAS )EAT USED N THEIR ANALYSIS. FA9'CENIERS SPACING TO. WOOD HAS BEEN DETERMINED N C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS, INTO WOOD SHALL K. AS INDICATED IN THIS t'IRAWNNO
<br />SiTLF.GS T%1R WIRE -.
<br />TITY"ACCORS
<br />ICEFOR
<br />N D.
<br />ITH ND.5: 2016.
<br />STORM PANELS AOE004Y.MR IMPACT AND WINO RESSTAMM HAS BEEN VMMM IN ACCORDANCE WITH SECTION 1609.1.2 OF CA) MOO" PENEMMON OF WOOD BUSHING SHALL BE 6/8". 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LOW MINIMUM
<br />THE ABOVE MENTIONED- CODE AS PER AM SIGN TEST LAB OF SOUTH FLORIDA REPORTS ID814.01-01 AM 1021942-09, AS SHOULD stucco EXIST, AND 1' MINNIUM FOR WALLS WITH NO STUCCO.
<br />PER SSTO 12-99 & ASTM E 330-02 STANDARDS, AND AMMCAN TESTING LAB SOUTH FLORIDA REPORT 11123.01-10 AS PER
<br />TAS-201 AND M-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1804 OF THE C.5) IN CASE THAT PRECASt STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING
<br />kiijEUk
<br />FLORIDA BUILDING COM WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN BEHIND SUCH PANELS.
<br />ANCHORAGE SHAL BE AS MENTIONED IN CA), C.2) & C.4)
<br />2. ALL ALUMINUM EXTRUSgNS TO BE 6063-TES ALLOY AND TEMPER: (UNLESS OTHIORMSE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE !STALLED FOU.OWNG ALL OF THE RECOMMENOATONS AND SPECRFICATXINS OF THE ANCHOR'S MARUFACtURVL
<br />3, ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3iQ5-HI4 ALLOT, 8. PANELS MAY ALSO'. BE INSTALLED NORMONTALLY FOLLOMNG INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4
<br />STRUCTURAL QUALITY STEEL. ASTM A-653 GRADE 80 MINIMUM, G-8O GALVANIZED THROUGH 5) EXCEPT THAT HEADERS(• &% SHAt1 NOT BE USED.
<br />4. ALL STEEL SHEET METAL PANELS SIA/�Lc-
<br />eH�AnVE
<br />STEEL DESIGNATION W/FY- 22.2 W WIER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR To VERFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5. ALL SCREWS TO BE STAINLESS STEER. 304 OR 316 AIS1 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO RMIRE PROPER ANCHORAGE. THIS SHUTTER SMAU. ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOW FROM
<br />BUILDINGS,
<br />SOD18 WI 50 W YIELD STRENGTH AND 90 W TENSILE STTTENOTN AND SHALL COMPLY W/ FUNIMA BUILDING CODE SECTION
<br />2411.3:3A. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER W. AS PER SECTIONS I, Z 4, 9 6 AND ALTERNATlYm 1W, 3W & AW ON
<br />IIEVYHAVE A LEGIBLE AND RE�IY �N�E OWNER OR TONAW TO
<br />& 7 �PAPPLICABLE
<br />6: SOUS To OE ASTM A-307 OALVM92ED SIM OR AM 304 SERIES STAINLESS STEEL; WITH 36 k01 MINIMUM YIELD STRENGTH, SECURE PANE 5 RE »fi7RCElAENT DURING 1kMARARKI NCNSTm=NG
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11. THE INSTALLAH NN CONTRACTOR IS TO STAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH RELUNN IN CONTINUOUS CONTACT WITH
<br />THE SMOG G TO PREVENT WI D/RAN INTRUSION.
<br />TO. EXISTIN fNtlltFD. t.ONGREYE:
<br />- 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. INC. (Min. Fa-3192 P.J.) 12. STORM PANEL WWAILATION STALL. COMPLY WITH SPECS INDICATED IN THIS ORAWIHG PLUS ANY BUILDING AND ZONUU; REOUWIONS
<br />- 1/4' 0 x 7/8' CA}N-,N' ANCHORS, AS MANUFACTURED BY DEWALT INC. PROVIDED BY THE ,RJFOSOICTION WHERE PERMIT IS APPLED TO.
<br />- (min } x 3/4'2300 P43.-SET ANCHORS, AS OMYRIBUTEO BY A.T- POEM SCREW, BOLT & SPECMLIY CO. 13. (a) THIS PRODUCT EYALVAT10N DOCUMENT (p.GD.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROWOE !FORMATION
<br />(NIn.. Fc YWO tA4;L)
<br />MR A SITE SPECIIC PROXOTT L4. WHLNE TW SITE CONDITIONS MWIt FROM THE P.EO:
<br />- (f14-10 PAFNELMATE FEMALE 10 A PANE1lAATE PLUS ANCHORS; AS MANUFACTURED 8Y ELGO CONSTRUCTION PROIIUCTS.
<br />- 1/4"0 ZAMAC NAL N ANCHORS. AS MANUFACTURED BY DENALI, INC (b) CONTRACTOR TO BE - FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY' OF THIS PRODUCT
<br />BASED ON THIS PXD. PROVIDED WSHE DOE$ NOT WAATE FROM THE Ai) MINIMUM SMBEOMENT OF TAPCON ANCHORS INTO POUTED CONCRETE SHALL B E 1 3/4% 2- FOR ELAN PMIELMATE AND CONSTRUCT" SAFETY AT SITE B TI C S ESPONSIBRTY. CONDITIONS DETAILED ON THIS OOCUMETNT.
<br />1 3/4- FOR ZAMAC NAILN ANCHORS.
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSOERM NYAUD IF MODM.
<br />A.2) CALK-N & SOLI) -SET ANCHORS SHALL BE EMBEDMEI 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO
<br />o 4° - SCR U BE 1 1: • G WIMMUM SHOW STUCCO EXIST STUCCO SFA3, BE PERMITTED. I p 20 SCAMS USED SFtNu 2 IOYG tl 51tE SPECIFIC PROJECTS SHALL � PREPARED BY A FLORIDA � ENGINEER OR ARCHRECI' WHICH WILL BECOME THE
<br />{)
<br />AND 1' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR. ALL. THREADED SCRMS W/O HEAD. ENGINEER OF RECORD {E.6.R.}} FOR THE PROJECT AND WHO WALL BE RESPONSIBLE FOR THE
<br />BUT WITH WING NUTS. PROPER USE OF THE P.E.D. E»GINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE
<br />PLED. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPWRC DRAWING$ FOR REVIEW.
<br />A.3) IN CASE THAT PRECAST STOW_ PRECAST CONCRETE PANELS, PAYER'S. STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />CASTING WAU. OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (6) THIS P.E:O. SHALL BEAR THE OATS AND ORIGINAL SEAL AX) SiGNATtft OF THE PROFESSIONAL
<br />ANCHORAGE SHALL BE AS MENTIONED IN Ai) AND IN A2). ENGINEER OF RECORD THAT PREPARED T.
<br />(a) _ I& SHUTTER MANUFACTURER'S LIBEL SHALL BE LOCATED ON A HEADILY VISIBLE LOCATION AT STORM
<br />- 1/4' �0 TAPCON ANCHORS A5 MANUFAC€13REw1 BY I. 7. W. BUILDE`7C. INC, PANEL SHVPIER IN AWOROMM WITH SECTION 17099.2 OF FLORIOA BUILDING CODE. .ONE LABEL
<br />HE PI.ACED FOR R1' OPEWI»0. LABELING TO COMPLY VRtN SECTION t7D9.9.3 OF THE
<br />- 1/4' 0 x 111w CALM-iN ANCHORS, AS MANUFACTURED BY DEWALT, INC. FI.ORMA, BUILDINGCODE.SMALL
<br />- 1/4'0 X ve SOLID -SET ANCHORS, AS DISTRIBUTED BY Ail, PONT SCREW, BOLT & SPECIALTY CO.
<br />- 014-10 PANELMATE'FDAALE B AND PANI'LMATE PLUS 9401'K�iS, AS MANUFACTURED BY ELAN CONSTRUCTION P✓'tOD11 Bff ITN
<br />1/4- 0 ZAMAC NQUN ANCHORS, MANUFACTURED BY DEWALT. INC..
<br />- AS
<br />a
<br />•••��••~rve
<br />RI) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATES AND ZAMAL N NUN ANCHOR. INTO THE
<br />. { FLORIDA BUILDING CODE High VelocityHurricane ZOns
<br />BLOCK UNIT SHALL BE 1 1/4- ��.• UT�
<br />8..2) CALX-IN & STUD -SET ANCHORS SHALL BE DWEDDID Z/B- INTO THE CONCRETE BLOCK UNT: NO •6Y7p44 6% a � "" 24 GAGE GALVANIZED STEEL STORK PANEL
<br />_
<br />STUCCO SHAH.. BE PERMITTED, 1/4' 0-A20 SCREWS USED SHALL BE T N/r LONG MINIMUM SHOULD a DUST, T} .��^ e"r.. "--------�•-
<br />L
<br />AND I- MINIMUM :FOR WALLS WITH NO STUCCO. it STATE' 3L` --�-%- 1IL IE C 0 w1Rc. MTE'c PRocti rs, uc.
<br />133) IN CASE VAT PRECAST STOLE. OR PRECAST CONCRETE PANELS, STUCCO OR WIND BOARDS BE FYN.F ' CgRt x " 4m sc s, 97T
<br />ANAL NL SST,.
<br />DOSING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH TFIE MAIN STRUCTURE �HMVQ SUCH P�S'.. •'�\ PHONE: (W4j�-7I+6. M i0I4)M-SM 20-f75
<br />ANCHORAGE SHALL. BE AS MENTIONED IN ELI) AND IN 6.2). 41' /gHAL cA-mm'R -� ex IXMWaa Na:
<br />hAAkrtkNlNl PE. SFMJMNMiLp6/OaE
<br />,N.TEI A 101I Nr. PL mP n-1" s` OHM I OF m
<br />�ALLATION
<br />DEIA•I.LS FOR REGULAR PANEL
<br />G
<br />-wlPOURED CONR;REIE
<br />CONCNETE BLOCK
<br />POUM CONCRETE
<br />' -OR CONCRETE BLOCK
<br />Rom.
<br />I RECUIREM
<br />CONCRETE ANCHORS
<br />(SE SCHOOL" ON
<br />SHEETS 9 THROUGH 10)
<br />2;
<br />CONCRETE: ANCHORS
<br />(SEE SGTEDULE ON
<br />S}1FETS 9 THROUGH 10) - r- +�
<br />DUSTM POURED
<br />� OR
<br />,l
<br />TE BLQf,AT(, �
<br />REflU1Rm. j 3
<br />T j2• Ile
<br />T/2' t/4"
<br />....� r c a s
<br />CONCREETE ANCHORS
<br />E
<br />SCHEDULE ON t
<br />SHEETS 0 THROUGH TO i 1
<br />j
<br />7
<br />1111 t
<br />T 1
<br />r
<br />N
<br />9 t
<br />1
<br />Ems..„
<br />_.-.L t(4.0-;Ga;'
<br />Dan
<br />4(4•h_�`t',�
<br />-
<br />I SEPARATION
<br />To LDS&
<br />/
<br />4L
<br />SEPARAIM
<br />D i oft 7-0
<br />EXISftNG C S
<br />_ osl
<br />1' Max,
<br />(SEE SC .:
<br />dN StEEi 3) -- .'�'�..- _
<br />t;
<br />GUISS I ON SHEET 3)
<br />I CSEE 9 LENGTH
<br />LE
<br />8
<br />E wMtn. SFPARAYLON 1 'L"
<br />Ti.-�..
<br />ON SHEEP 3}
<br />+
<br />Imo...:_
<br />L9NOTH PANEL LENGTH
<br />�
<br />CONCRETE ANCNIJR5 -,.�..:,;.�, :_ _.__._.
<br />Lev.
<br />""'r..
<br />..._._.. ._:.- -- i
<br />5PEELL4CHIEWdE ME SCHEDULE : i ISm SSCHEOU IE
<br />r ON 8) 1
<br />(ON
<br />(SEE. SOtlE0U6E. OH_�
<br />SNEER 3) ON SHEET 3)
<br />SHEETS 9 TiORfUCH I
<br />_ -
<br />OfCLASS
<br />X�
<br />I Mase' WAX,
<br />O
<br />I i
<br />I 1
<br />L.
<br />AV. :1/ o. I
<br />j AMX.
<br />MEN
<br />T�
<br />f
<br />E m{ i 12 t/r ac j
<br />'
<br />j
<br />I
<br />WAMOR Maec
<br />T 4s,� RocToc WW OR
<br />CONCRM BLOCK I i
<br />REQUIRED.
<br />J
<br />(SEE SCEVISOANCHORS 1
<br />(SEE MHEOULO
<br />e
<br />G
<br />9 THROUGH Tf1)
<br />t. _,rU;TERNA7E
<br />"'11• MYn. --
<br />WSH�EETS
<br />SOLID
<br />'TIN NANqHORS
<br />LEG LOCAOON
<br />F i.-.{L•*).
<br />SET -ONLY
<br />F7t61N0 POURED CONCRETE
<br />SEARE USED 3 W WHEN OR WNGRETE:H.00t
<br />ALTERFMeTE COtHCRE7E' POURED CONCRETE
<br />CONCRETE ANCHORS 1 V
<br />ARE D REOIRR£0.
<br />AIdCHQRS CONCRETE BLOCK REQUIRED.
<br />y.TpEp 7R/ '
<br />(SEE SDNEmULE ON
<br />SHEETS 9 THROUGH 10)
<br />{SEE SCHEDULE oN
<br />"MIS 9 THROUGH 10)
<br />5� it
<br />SCALE 3/a!•1'
<br />NTM
<br />SECTION
<br />SOME 3/8-1•
<br />WALL. M4lltl� L J MOUNT
<br />SCALE 3/8-1'
<br />v "`1mIP, Tt MsA
<br />CENS '•+ s
<br />FLORIDA BUILDING CODE (Nan Ni h Velac Hu cons Zona
<br />..�•
<br />E D; -EDGE O15TANCE
<br />-®••-
<br />NOTE FOUR COMMNAT10N OF SEGO W;
<br />s . 44167 z
<br />s
<br />_ STATE Or
<br />�/ TkT= ate' 24 GAGE GALVANIZED STEEL STORM PANEL
<br />_
<br />�
<br />r .. GLOBAL PROTECTION PRODUC� LI G.'
<br />!�IMe.
<br />L
<br />m 9n
<br />sr.Nlm
<br />(SEE uLE G
<br />(
<br />D NGs GAIN BE
<br />TOP I BOTTOM Y WAY
<br />� «� -
<br />-'4 �'�• gR{Q*,.•
<br />4Wa sp; 6e WIT
<br />dAiIZ4L 133aI4
<br />SHEETS B & 10)
<br />COMBINED IN ANY WAY TO .SUIT ANY
<br />{
<br />4fr f
<br />•••••• • �%
<br />NR.. rAN. }gapMa, A, aNA.
<br />A,w,.r NH9mroaY «1,-ttl, P3VOK (0aF)paA-.`TANS, FAh fs14)F69-s707
<br />20-175
<br />INSTALLATION.
<br />`Aryk
<br />q..OWs?m rcr r+orr
<br />awmG ++a.
<br />-
<br />-
<br />IIIIIN / H
<br />OP fF,M +
<br />aFL16t A TAJ]T tit
<br />M
<br />SNIT 4 OF 1W
<br />INSTALLATION DETAILS FOR REGULAR PANE INTO WOOD
<br />(( + ALTERNATE LEo
<br />""�Oe / • 1'
<br />BEAM RMEQUIREO. 5TRUCt -G PT
<br />ADEQUACY OF EXLSMG WOOD
<br />BEAM TO BE CERTIFIED In
<br />REGISTERED ENGINEER OR
<br />ARCHITECT PRIOR TO SHUTTER
<br />INSTALLATION. WOOD ANCHORS ALTERNATE WOW { 2 1' Min.
<br />Y (SEE SCHEDULE ON (SEE SCHEDULE ON sg/yr4'LI• rNTt WtRt xFAD
<br />SHEET 11) s,HEET iT) ' • T^ I
<br />9
<br />1/2". i • 12 1/R° wc_
<br />1 /4"
<br />1 av-m,1•
<br />G1A55� ti/ t WOW AMFtORS I T e eel
<br />1 j 2' N
<br />1 1 j AILS ON
<br />ISC.kE!)
<br />B i
<br />..,.}OEPARA00N
<br />N
<br />1"E I
<br />! S�GIHF "wo-,,i'
<br />1 ON SHEET 3). 1..__. $$ .1_S�..w,(�ygy {j 1 W . SO"AMN TO MASS. _
<br />-A m4 ._
<br />L_- a MEA{IP t (-- I/4'Y-]ar,•
<br />{SET SUHEOAE ON SHEET 3) + PANEL LENGTH
<br />� I
<br />MAX -----------'-"---"""rtia (SRO F1)R W/6 (SEE SCHEDULE
<br />'"-I' PANEL LENGTH
<br />(SEE SCHEDULE Ei tiMaM pilN Y-e9 ON SHEET 3)
<br />i 3jJoemQj
<br />GLASS
<br />1 t OP
<br />1t/ 1
<br />1 OF 'L' f F , MAx.
<br />4 f I k
<br />t a 12 1/2• D.C.
<br />No
<br />ALL i EO i a 1/ s 1/4' aG:
<br />i. ,f•9„
<br />#�--
<br />WOOD
<br />-� CK REQUIRED REQUIRED WOOD P16TE i Ak 1 �3 -*WQW ANCHORS
<br />'�...; (
<br />WOW ANCHORS J k (SEE SOMMULE ON
<br />ME SHEET 11C7HE)'QULE SHEET 11)
<br />11 1
<br />--•--y MQn,-�-r'�d,- j I
<br />j«E`ug 414% (TER MOUNTING RWLD OUT N�
<br />SCALE' $/8-T" �,t411Mnu1rAp SCALE 3 d-t"
<br />•
<br />NOTE FOR (�„ MMNATION. OF SECTIONS: _ ND, 44167 _ FLORIDA BUILDING CODE : Wn h Vel!e Hurricane Zone
<br />*•
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. ? � , .. F,A, eL EO6,
<br />TOP BOTTOM MOUNTINGS BE
<br />do BO 0 CAN I PRESSURE RATING .f Na. PAN LENGTWS 3 DESIGNe A EL 24 GAGE GALVAN)ZED STEEL STORM PA
<br />NEL }
<br />-q Gf
<br />STATEmvaar ar;
<br />MANY w 0 surr ANY � S•' COMBINED t WA T W ON - H :-R A5 PER SG £PULES S HET' 3
<br />'s CJ'• F
<br />INSTALLATION. 2. TOR NEW WLH)D FRAME CONSTRUCTION: WOOII- •. w GLOBAL PROTECTION PROD{I� {,�{,`.
<br />MEMBERS TO HE SOUTHERN PINE No 2, W/ SPEgFIC� IL ECO elre.
<br />DENSITY OF 0.55 OR EQUAL U, XA E 4010 Tle. 51 SOW
<br />� e dosNEaltlNa ANY
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