|
R 1 FOR INSIALLA—TJQN EgUREP C N
<br />T R WOOD 5TRUCIVRES: VALID IF
<br />SAFETY & E—Z HANG STORM PANEL � SXSTEMS
<br />_ . ___ T
<br />1 1111 �y
<br />.k-.._ _.,_f_____(; ,/� f3; is yp ()R _ _pgUREO Ci7N6tETE
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<br />ARIESe t3rS"
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<br />.DH3 $" Aka:.
<br />111. { it.8 OR
<br />� LWFx1
<br />11
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<br />1/- N w ._9' . a` ..072'
<br />a tr IIC. Ilos--fl" fW 9D63-Ta .J.OT
<br />W/akCKNU7 t, , M_ ANGLE
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE PLAN)
<br />SCALE I/4'-I" SCALE 1J4"=1` SCALE 1/4--1" SCALE 1/4--l`
<br />t
<br />i
<br />___._-4 __ SOLID-SETEnt CALK-R4
<br />1 _ Wi w PAitn'" E.
<br />� F+iIniEO CONCRE}E.,., _,-ExR4ta'FE iRP1 AT "FEMhii S, hW3
<br />s; E' -y�, ,;' � TAP
<br />t` .. .1........j s) ,V 0 DR CONCRETE 070CAt 607TOtd i; PAREL-TE FLU$
<br />9 PWttEq ODNC
<br />5x Rom, OR 3's+' wco0 '. &IDES a/` t>dENING � DN - . 4
<br />iwN. PANEL CONCEtEEE &. 'i�+R-"s„. VARIES 1 O �'j �g77[�p A5 APPLICABLE---OVt£R6AP BEYTn+'31 ' 2"xa' IYCOO FRiWE '}; ,5" I4oA� L'J ti:.S FRWE REWiPdD .. x9 E Iij
<br />OPENih+G WtOTH PgURiD txA1CRElt CONCRETE RED[NRED ,. 1 Y, �� II
<br />"�IaQx 017 2"x4' tYEOO FRAME "n ��!l -`s
<br />,* 4
<br />,. REWIRED . '`f i W. ca'„"'•k;` II .," I `' sia
<br />..
<br />. e., ,.,, . 1 +TAR} S IP'/I 1 w_14 ,a OR�I � ..a;� h _-('y'�R£NT Wl AYCNUREP FRPNt ak
<br />1 `'-•"r'RPIR tYAF iWIDES PARALLEL 6 I.
<br />5. 7$hc
<br />_ kN 1/ WAtt, tNkt•ER CUT END PANEL)
<br />X . B.O DISTANCE s �.,® 1 m
<br />l
<br />' _ InFNN/rgt e�"2�f 1.T (PLAN)
<br />' ti �- ! f ✓ =m as i
<br />',fit\xlNt
<br />'. / lest
<br />\\`- li wr» .. a s \�r•;(O( A, T�", , .� SCALE 1/4'. I.
<br />X 4 i0�
<br />,''•
<br />�'°---' \--' l � � v, } y VALID FOR DIRECT MOUNT INSTALLATION ONLY dt
<br />.' �A•` C N
<br />�11 SF
<br />'. CERTIFIED PANEL INSTALLATION AT WALLS Wf
<br />No. 4Ai�� •: - SURFACE LEVEL VARIATIO S WITHIN 3/4'
<br />%' : * . * ? FLORIDA BUILDING COD£ kon Hi h Yatacily Hurricane Zgnli
<br />CASE _("PLAN) CASE F (PLAN) �S0 ^ •" 24 CAM GALVANIZED STEEL STORM PANEL
<br />��OY. � yy_ $,
<br />SCALE 1i4 CALF ORSD �-...
<br />./ . �. ,a i,ri'. -
<br />$11 St; .. DJMul.
<br />� IL
<br />brrrrNrTfll�-1- CtC1BAl. PROTECTION PRODUCTS, U.C. g„E:
<br />�. R �r �% INC.
<br />Tw{n O k Ern> INd C°WPANY
<br />fi K.M. ]s. A k. 9JR 41= N i_ A:.. n.. g]St4
<br />/ 7':n" V40 tv+�=,. erl r'RDf1E'. id-4"-7545l. FNi. {SM}e8p-a797 2D-.175
<br />DRtl19NG.
<br />CA-ambill wa" aww•e" w2T. gz raA YnAxeea" aM Imo:...
<br />R@ Tsx''AtfmtkMTq JtMIE. WALrw A. tk1R N.. p.E; ;+AR+ , bl¢ES 5 0i 9a
<br />441
<br />MAXIMUM A,SA DESIGN ERESSURE WINQ (w.f.) AND CORRE5PONDIN MAXIMUM ANCHOR 5PA-CINQ
<br />(VALID ONLY FOR PANELQINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W,ON SHEETS 6 & 7)
<br />MhX. A.S O.
<br />DE51GN
<br />PRESSURE
<br />RATING
<br />{p.c.t
<br />MAXIMUM ANCHORS AGING FOR E.D..m AS SHOWN ON SHEETS 0 Al7 MAX H� SPACING
<br />APP UCABtE
<br />Ta
<br />ANY
<br />NkTKK
<br />OF'M4
<br />AA7E u
<br />RJ M
<br />PANEL L
<br />LENGTH
<br />(HL)
<br />TAPCON
<br />..
<br />uG SCREW
<br />PANELAA7E
<br />FEMALE iD
<br />PANLLANiEWGOOBU59LNOC
<br />L
<br />PUS
<br />13'
<br />Ir
<br />".
<br />13'
<br />73'
<br />t W (TOP)
<br />t J)
<br />93`
<br />73'rt-
<br />_13-
<br />73
<br />1W whom
<br />t
<br />ai 2'
<br />/
<br />6, 2'
<br />872'
<br />/
<br />6 2
<br />/
<br />H 2`
<br />tom)
<br />6 1/d'
<br />12 t/2'
<br />6 l4"
<br />(Wtr.,)
<br />-
<br />5.-,.
<br />.'.
<br />B`
<br />- H" -
<br />9• -_-
<br />'- - B.
<br />-
<br />{TAP)
<br />HEIR
<br />_
<br />it
<br />_
<br />6' _
<br />_ _.
<br />a'
<br />_
<br />H'
<br />_-._-_...
<br />3W __
<br />t )
<br />__
<br />13
<br />73" `
<br />- _ _
<br />13'-
<br />e...-.1
<br />3
<br />13" �
<br />_ OP
<br />(TOP)
<br />+45, -45
<br />OR
<br />5 IFS
<br />^13,
<br />13"
<br />13,
<br />13"
<br />13"
<br />4W(WITOU)
<br />13'
<br />7 '
<br />3
<br />13'
<br />73'
<br />B t 2'
<br />/
<br />w (TOT
<br />t'
<br />3
<br />---;3-:--
<br />t'
<br />s
<br />3 "
<br />6'
<br />__
<br />w ama
<br />(BOTTOM)
<br />_
<br />"�5 1/2'
<br />__
<br />6 1/2"
<br />g: 112" —
<br />_1
<br />_
<br />6 1/2-
<br />6 'I/2"
<br />(TOR)
<br />--
<br />9 4'
<br />6 E
<br />12 1 2"
<br />r
<br />6 4'
<br />�
<br />(HPTT •)
<br />> ._
<br />S O
<br />4 /2'
<br />9___
<br />6 iJ2".....-
<br />6 t/2„
<br />_ _.,
<br />pw {TOP)
<br />Tp
<br />t;'-a"
<br />4 1/2'
<br />± 1J2: A.
<br />.,__. T____,.....-
<br />7'
<br />1
<br />/2
<br />2f__
<br />A"
<br />MWOFN�O
<br />3
<br />_
<br />_��.-.-.,
<br />T 2J
<br />• SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER @ IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />.MAX. A.S.D:
<br />U
<br />DESIGN
<br />iX4E'
<br />PRESS.
<br />PArwG
<br />(D.e.f.)
<br />1 r1al 1E$TS' 7 M/3gMUM ANCHORS SPACING FOR E.n m AS SHOWN 51 6 &
<br />APPLICABLE.
<br />TOPANEL
<br />ALlET3NW
<br />& ANY
<br />LTwA14anON
<br />OF THE2d
<br />MN
<br />LENGTH
<br />°L'
<br />(N-)
<br />7 APCON
<br />IJM: SOREW
<br />PANEI.MATE
<br />FEMALE ( D
<br />P iE
<br />AtdE,LMA
<br />PLUS
<br />WOOD BUSMdNQ
<br />13`
<br />tr
<br />13`
<br />13"
<br />i3"
<br />1W (W3)
<br />t
<br />f
<br />t 'W
<br />/2`
<br />HOITOAI
<br />a? 2`
<br />J
<br />6 1 2'
<br />/
<br />6 1 2'
<br />/
<br />6 1 2
<br />/
<br />B t J
<br />_)
<br />DqP)
<br />-
<br />Y
<br />_
<br />- _
<br />7 t/2' .�
<br />_ 0 t/4-
<br />_ _
<br />12 1/2"
<br />5 1/4'
<br />2w (9OST.•)
<br />-
<br />5'�'
<br />LESS
<br />B'
<br />-
<br />rw
<br />1/2'
<br />e'
<br />6
<br />-
<br />H'
<br />3W (Epr10M)
<br />13,
<br />13,
<br />13
<br />13`
<br />I3"
<br />{mP )
<br />>+43r,0-46
<br />-75
<br />131
<br />13`
<br />_
<br />- 13"
<br />_ _
<br />13`�
<br />13,
<br />I)
<br />4W (BORON)
<br />93"
<br />13'
<br />13`
<br />13'
<br />1(F`
<br />/W (TOP)
<br />_
<br />0 Ile w
<br />IW OM
<br />61//2-
<br />6 1/2_-.
<br />6 1/2•
<br />6 1/2`
<br />6 1/2'rt
<br />(Top)..
<br />6 1 4
<br />t� 7 2'
<br />_ 12
<br />0 7 4`
<br />(307T.'
<br />>v-a'
<br />4 tIr
<br />5"
<br />5'�_4
<br />b ads`
<br />7m1/2
<br />_. H
<br />7 7/2'
<br />6`
<br />3W (TOE)
<br />3w (WITOM)
<br />TT 5'
<br />3
<br />_
<br />3
<br />t .._",�.
<br />/2
<br />dW oP
<br />(7 )
<br />73"
<br />I . ._...
<br />3
<br />-_ __
<br />13'
<br />_
<br />7J°
<br />O,,.�.
<br />O
<br />4W o,noM#
<br />(. )
<br />1 MAX A.S.O. DESIGN LOADS &MAX.P WHEN SPACER IS
<br />' SEE TABLE � FOR DES MAX .. k€PaGt7�{5
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6
<br />TARE i e
<br />A.S.D. DESIGN LOAD
<br />_
<br />KAXWM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />W-S'
<br />> 40 PSF TO 50 PSF
<br />6'-2`
<br />> 50 PSF TO 50 PSF
<br />5"-10`
<br />N R Y V FOR INSTALLATIONS
<br />6 MAX. PANEL LENGTHS ARE ONLY AUD
<br />W/ PANEL MATE to OR PANEL MATE PLUS
<br />ANCtidRS & Wj StY,_ Ei Htd ,')& 1/2" O.C,
<br />-
<br />_
<br />INSTALLATION DTAiLS
<br />FOR LIFE SAFETY ep L
<br />INTO POURED =Hr,RETE OR
<br />CONCRETEMCK 51RUCIURES
<br />1
<br />1/4Y TAPCON_ POONEO
<br />ifd'e TARCt%J Etl$nNO POURED
<br />_ �NG
<br />ANCHOR +m 9`D.0 iTE OR
<br />ANCHOR a 9 OC : CONCRETE OR
<br />' CONCRETE BLOCK
<br />'
<br />.c� CONCRETE BLOCK
<br />AECUIRiO.
<br />{. IffWIRED.
<br />11
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<br />£Xt STI{Lv".,p 1
<br />OtA5S N
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<br />a._.-.- a
<br />MAX
<br />I
<br />/ PANEt i£teOTN
<br />1
<br />4 I
<br />. PANEL T
<br />t B Md£L LENGTH
<br />L . -- _.::- --_ - ".
<br />A 'RA A 'i-....- SEz EtfV RvN
<br />8 i
<br />(SEE ELEVATION
<br />?' iFs I ON SHEET ti
<br />A 1
<br />8 T..
<br />_ N T
<br />O SHEET 2 )
<br />1
<br />7,SEPARA'fgn'- I
<br />A TO GTASS I I
<br />- ,_.� f I_-
<br />-
<br />R F
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<br />-
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<br />r i I_
<br />f
<br />SCR 1EP QR - E.iJ4 / I ._ i--
<br />CIXIOIVCNREff ORR' R j
<br />- _ -1 ''',
<br />CONCRE}E "LOOK r t
<br />CONSRETE B696K 1,'' -t-
<br />REQUIREiT - ✓ j, ' I 1. xE' °G
<br />.
<br />REOUIREO. ,rJ;f, d i
<br />t l i
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<br />_ __. _.._.._....
<br />4i
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<br />t:.--
<br />.>
<br />_ „__..
<br />t/4'A PANFtA `
<br />.6NCtOR @ 12 1J2' Q.0
<br />AW-HORANELMA7E 1/2-
<br />ANCHOR (73E't'Ordfi)
<br />SEE 5NEE'IS t3 $ Yd EOq ANEHOR4 1YPE # SPACN.T, FOR
<br />WALL MOUND=
<br />SCALE 3/8-1'
<br />rrA/ero'
<br />`IANp.,11K.11111J(6
<br />I
<br />Q\;.•"• ✓
<br />",1GENSF '
<br />Im
<br />4 ••.
<br />:
<br />FLORIDA BUILDING CODE Hon High Veioci Hurricane Zona
<br />_
<br />-
<br />S •!I• :tk c
<br />0200 ATFDD. PIC.
<br />4 GALVANIZED STEEL STORY PANEL
<br />2 GAL
<br />rs.
<br />z ,
<br />.GAGE
<br />-a STATED �''"^=
<br />i P'.,
<br />GLOBAL PROTECTION PRODUCTS ". .o•TE
<br />4r Q tNc. .
<br />.0 • r`�ORIOWw_�_7f
<br />la
<br />D+11
<br />4 '"y7 1FLu
<br />YAxr fOIVAL
<br />S.W. 51 .STREET
<br />rb9 o a e iNo C°MP MVIi: R 1T312
<br />xAA. k, ib, iNA Nww n. -, -
<br />20-175
<br />Yi^
<br />lostlILLlli/i _
<br />m"
<br />o..w , Iiai nt_Isro . a. • tipl m,-fwt P,.fA.L tda.Ymroayra, iAx, fu21e5d-a7d7
<br />x•+"w. R005719
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<br />Ct--05067t9 RNrr A+t 4ti r H'a
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<br />A+'
<br />ET ,.Nd
<br />aN[FT lA 0r to
<br />NiSENJAt10N3 6nD WOOD FRAME tpl4DeaD$
<br />MINiMLM ANCHOR $PAGIN83 Miq MMJWLA EOC£ DG1'NILY
<br />ARE INDICATED ON THIS SC19EDlliE. 2p E.D. LESS, THAN
<br />INDICATED ON SCHEDUt£ REDUCE AVONDR SPACING $,1
<br />NULML1tNC SPACING SFN3wM OM SCHEDULE 0V IN
<br />FYt17,aAaaO FACTORS. FOR Tian OT"kttATxM•t Tq Be p°55191F.,
<br />REDUCED SPACWEt gOTAWFD L'9NG FACTOR SFMtd. NOT �
<br />1E95 TNNt YINWVM 3PSLNrO INDICATED SYtR EACH ANCHOR
<br />TYPE ON THIS sa+EDviE
<br />,f4-.
<br />i�r.
<br />ANG71W1 TmE
<br />_
<br />.TAy�,
<br />_
<br />NIFFaIatS
<br />Ia041A1. ANOaR SMGW C+xJ
<br />`-
<br />1
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<br />3
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<br />111
<br />0«Ln
<br />_...._ _ (?" ....
<br />eat
<br />-
<br />3 Eft"
<br />-
<br />(VALID ONLY FOR PANEL INSTALLATIONS AS PER SECTIONS 9 THRU G. ON SHEETS 4 & b)
<br />APPLICABLDESIGN - sepow To SECTIONs PANEL
<br />E
<br />M
<br />MAX. A.S.D.
<br />ASAI(Ae4YM ANCHORS SPACING MR Mat EO. PER SCHEDULE BELOW
<br />§t T 71 MR Atli TYPE e: SPACING FOR diHTAtiA,OA13 INTO 1NOt ERA+ OWLOW1g5.
<br />• uiNkiaM ANpKNf SpA404l7$ AND MMAtUM EODE 0RIATIPLYM 6TARQE ARE IMWI'AEF ON TFflS s..L•4NDULE= FOR Eld.
<br />i lrwt NIltfiATEO DW $GISE6uI.E REDUCE RldCNOR 6pAdF10 R}' SPAC5at3 BtIDWN aH
<br />SCHEDULE By TIC 4Tx.M3wltaq FACTORS. RR ,N65 OpEla01(w! Tq BE p11G051, REgUCE73 SPAC6M1
<br />SHALL MIT BE LESS THAN M1NaWM SPACING aIDRATFq FOR EACH ANCHOR iTYPEF)K SHE SGNEWAE.
<br />lla w
<br />t/4
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<br />iRNtWN ANCFbR SPACING; (n.)
<br />3
<br />s
<br />]
<br />.!
<br />2 tn'
<br />2,17
<br />,xSNNkR,N pp4DF FAMCKTC DAY
<br />3
<br />3 1J2`
<br />I.
<br />3
<br />3 tJ2'
<br />3
<br />alb[/aNRP'..D:) 1e0g(¢.
<br />3
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<br />l 1(Y
<br />3 tom`
<br />31A
<br />3 ,jr
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<br />ACRYL am t715D910. DJ
<br />FACTOR-
<br />.._— 2 r - _____11-_
<br />;•
<br />6.50
<br />Y49
<br />0.90
<br />e5D
<br />-
<br />--
<br />D.td
<br />-
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<br />_
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<br />� SPACINGS ONLY VALID WHEN SPAt�R g9 IS L;SEL7. SEE T #t FOR MAJf. A.S.D.
<br />I--
<br />DESIGN LtN75 &MAX. PANEL LENGThi9 tVtiEN SPACER � US£it:
<br />AS.D.. D)H LOAD
<br />mmMI.ENOTH
<br />40 PSy' OR LESS
<br />6'-8"
<br />> 40 PSF TO 50 PSF
<br />5'-2'
<br />> 50 PSF TO 50 PSF
<br />5'-10"
<br />d MAX. PANEL IFNGTI#5 ARE ij?I VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ � SPACER AT 12 1/2' D.C.
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