|
END QLQAUR95 DETAILS FOR INSTALLATION IN POURED CQNCREJE,
<br />CONCRETEBLOCK " VALID FOR REQULA& LIFE
<br />SAFETY & E—Z HANG STORM PAN�L(1�SYSTEMS
<br />- I
<br />I. 1
<br />��, j�;'']�,,
<br />#-.._ . _ $ ..,' ,® }ice OR rEc �Etc�
<br />a ,(R
<br />- VAR}ES i # Yxa' WTHOD FPIHHE 2' , 3' A .03' 31M H-14
<br />INQknRfR 6a63-T6 Nl6 CQNt. AWM
<br />5 HAAc-$ l./ 1LY e»0LE WITH i/4"r x i 3J4 I
<br />Ir 2 1 f2' TAPM a Ir D.C: "
<br />_
<br />1l MN,. I.
<br />Pa RED CDNEHi7E. WdiCREiE :+ ^ry
<br />=1 DR X'x4` W6W RAlli -:.: POURED CON( ,4,,.;_ i $ Ile, •; 1 3/4. LWWN - x , a" i
<br />Rom, r` /�, /
<br />AEowRFn ccNtRETE $t@crc Eta' 1, ANCHOR ^, ANc1+cR o i2 Dc �}-
<br />C-._-5 1,...
<br />i
<br />'s• $ 2 ; OR MXny ... -
<br />z x W!-4O FR764E f''
<br />TatDXi6tED AM
<br />�. ♦ . x 2 [AW
<br />4
<br />..,t'. , w. '`
<br />$ j
<br />f__
<br />q f. 11 -
<br />$
<br />cut a _1 1:
<br />4vp. , a
<br />w .s fT�.'K. AA'(YI3R
<br />AL ERNATE TER TE LEG WCATON
<br />FX:n L 2' s 2" x .055' 70 ALT
<br />t
<br />r e 12 0.0 VARIES .. CCNT �. P.
<br />t 2 aI 5 x O55 .''.
<br />�
<br />1 Ahr. :. ANrI.E'
<br />S r .uN. QR ,.. 9t t 47
<br />M 4. $
<br />I TE
<br />3,s _ .�.s , .� ,ti7 3' 31Q5-R1'39 SHEET PCA,IrYU R 211etW WOOD
<br />- - " TPA- AFT% AWN, 600 PiAlf 2'rb" WY1DO FTNNE
<br />-b $_.. ffi
<br />�� @CIS
<br />2 9`x .T f" _ P. D
<br />1 - to INN !"` 9 1 i REDUNtED
<br />3 O5 H 1 i+
<br />2 i2'
<br />- r ,1,
<br />6D63 TH OY 'ems , 2 Al �
<br />r I Mtn. $ a
<br />1•.OYi. NUM. ANGLE P" Moe. t '�1
<br />_ •� Ma. CAP
<br />® `t �f
<br />: 4' +• s 072"
<br />Ile 4 Witt- `
<br />O 12^ CAC. 31O5-N,:1 OR eD63-r6 ALD,
<br />t w HACKNUT Ot Ak. ANGLE
<br />CASEA(PM CASE 13���� CASE C(PLAN)
<br />SCALE 1/4'.1' SCAM t/e-T- SCALE 1/4'.1" SCALE I/4'ot"
<br />-- Yj v --$ SOUD-SET OR CNX-IN
<br />i OR 0= PANEisiM1E -R
<br />'\ # "FENNE
<br />iYxtREU .. ISkR+G TRIM AT O.No
<br />a? _._ "_.__'_..#}. {� j+ # COHCRET a.. . EXS , n t
<br />'7,SX FCAN+£G $ 'Jf ,r.:�/ ,o xq OR CDkPH#.rE 840C-- TOP. oa,m OR ANELAA,E ➢INS SSiS q
<br />CRtE.^R4T£ F
<br />..,h:' [ an 2".4" 0000 sm OF OPENING SCt1EDULE oN iIA.E75 91
<br />F'1E N.DCtS 1"t, f � V S _. __ - ` COWCR_.. .:ti ART£
<br />MIN ➢ AS APPLMABRE :II ET. _ -_ FRAME q � t ( AN i&WItE a Al6 )
<br />.. 4..
<br />OVERLAP BEYOND -�..,. 2 x W FRMIE. q. 5 Mm
<br />n .. R
<br />CONCRETE, CONCRETE L
<br />OPENING oTll _,,, .. ,.... . .... ,. , .1..
<br />6rcut OR 2`+4" WOOD rRAtrE. i � �,,/ ,4 . 4 ,S Ikis,: " :,I A'P,."�`- —
<br />eEWtTWO
<br />??2.1..`-`1'``T3'#.'3 F' # ^'-"C-°--fix
<br />vim„, _......, x,.. It-'-{`.S}'1 rt,.'.!j%1 ("wfti't I *.,,
<br />w.,.. § VARIES $ ---.' � } `�,. j "^(.�. Two W/ ANCHORED FROFIT k
<br />S' M. f✓ n. REAR Fur FVNCTS WWILEL m
<br />$ WAU, (PIMP CIO EMU PANEL)
<br />x = $O DISTANCE '1'��-- 11--r :
<br />111
<br />- - om-an`,� _
<br />r 1~, lv.g2lsseaa ,,4iNHi1N.R1grA CASE G (PLANT
<br />r
<br />' �'iiE
<br />a + t ;A:,r'�(t, I SCALE 1/4"at'
<br />wcanE W GOD,
<br />� e r ,nR I A• aC ,.� j1': •• ��G�N A�, �• fT f VAUD FOR DIRECT MOUNT INSTALLATION ONLY &
<br />''.
<br />F CERTIFIED PANEL INSTALLATION AT WALLS W/
<br />= No, 44167 i SURFACE LEVFl VARIATYDNS tvlTlstN 3/4"
<br />c *: AT it FLORIDA BUILDING CODE Non Hiph Velocity Nu come Zone
<br />+ �L `
<br />EASE E (,PLANT CASE. F iPLAN I : , .1 Z My= "I` 24 GAGE GALVANIZED STEEL STORM PANEL FA
<br />6
<br />SCALE 1/4">t" scuE iJA'=1` 4 "F ltp ,.�-*,aarwN
<br />Tn
<br />",,','4,
<br />_ EP O GLOBAL PROTECTION PRODUCTS. ITC. D4tk;
<br />ILCO1MG.
<br />.y .t
<br />N NHN IN ,Mi. "i�,'! ��,- M,Nk4P MFFbPq. N t b NNE"IL 1.3MIIIF4.E114arilot-nw 2D-1?5
<br />�I't'M
<br />.P#¢IOW PHDNL 125+)566-7$46, FAA: (c64)iW'-67I7
<br />aRP' •'
<br />RW4 Maw a.Y wwwl NP-
<br />ch- w.yt9 "caw _..�......:....,
<br />P.E..=�FA6✓S+CWA11,iREfOI.`iE. WKTER A 1.)T d,.. P.L. - ab ,a -.Ha. x .. _=.._.,.. EXk'Yt H MI6
<br />Hie
<br />(VAUD ONLY FOR PANEL OINSTA LATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7)
<br />MAX. AS D.
<br />DESIGN :
<br />PRESSURE
<br />RATING
<br />(P.I.1.) :
<br />A OR +. AS SHOW ON - $ & °t
<br />MATT MUM ANCHORS SPACING F ED. N 5t1EETS
<br />I
<br />A'W U CALL
<br />U LE
<br />TO
<br />�1t & �
<br />C�HtRRHA.
<br />OF. THEM
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />.L
<br />(ti,)
<br />TAPCON
<br />LAG SCREW
<br />PANELMATE
<br />FEMALE O
<br />PANEd:MAiE
<br />PLUS
<br />WOOD BUSHING.
<br />t"
<br />3
<br />1"
<br />3
<br />13'
<br />13'
<br />••
<br />,w TOP
<br />(TOP)
<br />,3`
<br />13'
<br />13'
<br />13'
<br />33"
<br />1 w (ROLL(-)
<br />b f!2'
<br />6 1 /2'
<br />_
<br />6 / 2
<br />'t f2
<br />D
<br />6,/"
<br />2
<br />(TOP)
<br />-
<br />--
<br />-
<br />a 1/4'
<br />,2 Ij2'
<br />6 t/A.
<br />(�t'T.y
<br />5'-0`
<br />OR
<br />S.
<br />e"
<br />B�
<br />B'
<br />-
<br />C7
<br />--
<br />1k55
<br />e.
<br />r
<br />-_ __.
<br />8'
<br />_
<br />` e•
<br />8'
<br />_
<br />3W (BOTTOM)
<br />1J'^
<br />3
<br />---
<br />J
<br />_ ..._ �_
<br />3
<br />13
<br />R )
<br />.4S -45
<br />OR
<br />A13S
<br />n
<br />Y"�
<br />13"
<br />�13'
<br />13
<br />33
<br />W (B
<br />(BOT/DM )
<br />73'
<br />,3"
<br />13'
<br />13
<br />H 1/2
<br />w (tOP)
<br />_
<br />6(BOTTOM)Iw_
<br />6 1 r
<br />6 1 2'
<br />8 1/2`
<br />8 1/2"v
<br />B 1/2•
<br />ROP)
<br />6 1 4'
<br />_ 9
<br />2 1 a'
<br />___..,....
<br />1/4,
<br />6_
<br />�.
<br />}S._O,
<br />TO
<br />a'T =
<br />/
<br />4"
<br />-
<br />!
<br />6 x -
<br />I
<br />H 1 2"
<br />t
<br />�M_
<br />(T )
<br />_2
<br />/
<br />-..
<br />t ...
<br />J�
<br />7"
<br />_.
<br />7" _
<br />_-•-�
<br />3W (BOTTOM)
<br />Tn i z'
<br />/
<br />_
<br />9�
<br />7 !2
<br />2
<br />%_
<br />t z
<br />e
<br />(TOP)
<br />W _
<br />3
<br />3
<br />6 2
<br />!
<br />W Bd7TOM
<br />(
<br />-- . ___T_ -_ . _
<br />4 'SEE TABLE $1 FOR WX A.S.D. DESIGN LOADS & W. PANEL LENGTHS WHEN SPACER. 15
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SKEET 6
<br />MAX. AS.D.
<br />DESIGNN,nM
<br />PRMVK_
<br />RATING
<br />(P. Jj
<br />N FORE.D.x: A SHOWN DN SHEETS & 7
<br />MAXIMUM ANCHORS 5PACi G a E 5 li
<br />APPLtCABIE..
<br />1 , Ayq
<br />t NA ION
<br />OF THEM
<br />MAXIMUM
<br />PANEL
<br />L GT1i
<br />Ic
<br />(It.)
<br />3APOON
<br />LAG SCREW
<br />PANEL.MATE
<br />FEMALE xj
<br />PANCIMAYE
<br />Puts
<br />:
<br />W'4X7D 19tI5HR4G
<br />13'
<br />13`
<br />13"
<br />13`
<br />IF
<br />,W -flop).
<br />_
<br />3
<br />tiW BOTTOM
<br />fit/2"
<br />1"
<br />6 aR II2
<br />6 1/2*--
<br />B, `
<br />6 F 2"
<br />t
<br />W 0p)
<br />_
<br />_
<br />8 1/4"
<br />12 S r2'
<br />Fa iji
<br />(-1T.•)
<br />5'-6"
<br />--�
<br />- 7 1/2'
<br />B"
<br />8
<br />-
<br />(TOP)
<br />.
<br />IESS
<br />7
<br />_
<br />_
<br />-
<br />=.
<br />3W(BOTTOM
<br />i 3
<br />t '
<br />3
<br />13"
<br />iJ'
<br />73'-)
<br />> 4�45. -45
<br />TD
<br />+75. -75
<br />_
<br />t7"
<br />_ sti_
<br />3
<br />T 3
<br />- _
<br />t3'
<br />_
<br />73`
<br />4W BOTTOM )
<br />13`
<br />13"
<br />13`
<br />i3"
<br />to'-
<br />m {TOP.
<br />13'
<br />17•�
<br />_
<br />� ,
<br />13"1..2w_
<br />is
<br />!•
<br />a 4
<br />t W (BOTTOM)
<br />Ile -,.- 8 I:
<br />/
<br />6 t/ 2'
<br />_
<br />_
<br />B 1/2-
<br />6 1/2-
<br />/
<br />5A
<br />a 5
<br />5' 1/2.
<br />J 2
<br />t
<br />a +
<br />/
<br />H
<br />2 1 2
<br />7 , I _
<br />®{-.
<br />6 1 4'
<br />-
<br />-,
<br />aW bl )
<br />sW _
<br />}
<br />3w BOTTOM
<br />(BOTTOM)
<br />TD
<br />7'-5'
<br />Ir
<br />11.
<br />I
<br />_
<br />_
<br />711
<br />4w as mM }
<br />T 1 DESIGN &MAX.PANEL WHEN SPACER 15
<br />' SEE TABLE � FOR 6V+7f. A,S,D. DES G LOADS MAX LENGTHS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />TABLE Al A
<br />A.S.D. DESIGN LOAD
<br />W MUM PANEL
<br />111"' i
<br />40 PSF OR LESS
<br />W-8"
<br />> 40 PSF TO 50 PSF
<br />6`-2"
<br />> 50 PSF TO 60 PSF
<br />5•-10'
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE MALE 10 OR PANEL MATE PLUS
<br />ANOHORS & W/ 9F SPPi�(19 mItM ,4 j 1/2" O,C,
<br />!NSTALLATION DEJAILS FOR UEE SAFETY
<br />INTO POURED QQNCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4.6 TAPCON __ pISTNG POURCO 1/4`0 TWCiXd _ _ IXiSTING POURED
<br />ANCHOR & 9 aC tOFiCRE'TE DR ANCHOR O 9 D.C.CONCRETE OR
<br />�0 CONCRETE BLOCK -,4, CONCRETE BLOCK
<br />11 REWIRED. �`!{rr{.. TaEOU1REO.
<br />1.y
<br />I - ! L: / /+
<br />,n` r4_ /2 iv4
<br />t" Nm.
<br />%N : LENGTH
<br />E ELEVATION
<br />W SH4M 12)
<br />-- i
<br />ItsH PANEI.MATE PINS :.,T7 ON R-3A
<br />ANCHOR a 12 1/2 O.C.
<br />SEE SHOOS 15 # t6 FOR ANCHORS HYPE & w*om FOR
<br />9ISIALLIOM INTO WON FRAME BUtOt kL
<br />MWIRiM AAICMpR 6PA&NG• ANp M:N1N6,id ,6AE OiSTAkCE
<br />ARE M1ROaED DN iiA6 ,.,Z. E_ iDR E.D S€TS THRV
<br />WOCATED ON SCHEDULE REDUCC ANCHOR SPAOM2 In
<br />WATIPLYING SPACING SHDkYM ON SCHEDULE In THE
<br />FOLLOWING FACTOR FOR MIS OPERATION "M NBE POSSMILL
<br />REDUCED SPAT" DWAWED LASING FACTOR SHALL NOT IE
<br />ITSS MAN WANALON SPACING OOCATM FOR EACH ANCHOR
<br />TYPE ON MIS SCHWULE.
<br />1/4-.
<br />ANCHORM
<br />_._t/4'p
<br />p�
<br />R�itti:TiT[
<br />H waft ANCHOR woom D+3
<br />I
<br />I
<br />'RW4AOM IIKt Oar:vx. ibl
<br />i
<br />3
<br />-
<br />.t
<br />3 1/2
<br />aa-' a" J cn, sera D-j
<br />ADRBL I= 1010101011: a:1A}
<br />TAM-
<br />, I/2
<br />ap
<br />LL..
<br />-
<br />- 2 1"- _._..... ....
<br />0.ei
<br />..
<br />_ -
<br />,.
<br />P
<br />i.Io
<br />3,r
<br />-
<br />EXISTING NOtIREC• `
<br />CONCREtE OR
<br />CONCRETE BLOCK
<br />REQUIRED.
<br />1/4-e PA
<br />ANCHOR I
<br />NU MOUNTINGS
<br />SCALE 3/6.1"
<br />Y' {
<br />i
<br />•L.
<br />H "
<br />PANEL LENGTH
<br />t
<br />(SEE ELEVATION
<br />T
<br />DNS 2'
<br />SHEET
<br />I i
<br />-
<br />i
<br />i..____T
<br />p
<br />i B
<br />�'6
<br />I
<br />k
<br />I
<br />teETQ01
<br />I_____,
<br />.. __ d
<br />BUILDING CODE iNon Mah Veloclly Hurricane
<br />MAXIMUM A-S-Q,L.�14 PRESSURE A Ila -- . 111!111 I MAXIMUM ANCHOR
<br />(VAUO ONLY FOR PANEL (D INSTALLATIONS AS PER.SF.=NS I THRU S. ON SHEETS 4 & 5)
<br />MAX. Also.
<br />OESNN
<br />PRESSURE
<br />RATING
<br />(P-e-1)
<br />MAXIMUM ANCHORS SPACING FOR GAM ED. PER SCHEDULE S3.OWAPPLICABLE
<br />g
<br />MAXIMUM
<br />PNa3,
<br />LENGTH
<br />- IV
<br />00
<br />IWX A.S.O.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(p,s-T.)
<br />MAXIMUM ANCHORS SPACING FOR MIN E.D: PER SCHEDULE BELOW
<br />£
<br /># -
<br />MAXD'M UM
<br />PANEL
<br />-LENGTH
<br />(NL)13`
<br />TAPCON
<br />SOUD-SE1
<br />PA41EiMATE
<br />ANIEFEMALE FE
<br />PAPff11r1ET€
<br />PUI,
<br />ZWAC-TWIN
<br />CId.K-IN
<br />TAPCON
<br />SOUR -SET
<br />➢ANELMA7E
<br />F'E1WF
<br />tO
<br />PANELW+7E
<br />PLUS
<br />YAMAC-NNUN
<br />-IN
<br />to
<br />m
<br />mmm
<br />to
<br />CREPE
<br />m
<br />CONCRETE
<br />m
<br />m
<br />COMBNMTKN
<br />or THEM
<br />m
<br />L.�.,,m�,,.,�.
<br />F'-•-""Oik.
<br />m
<br />m
<br />TO
<br />C if,
<br />m
<br />-
<br />m
<br />IXINFRE,E
<br />m
<br />movErE
<br />OF new
<br />+45 -45
<br />DR
<br />I.t37S
<br />13'
<br />13•13't3'
<br />13'
<br />13' .W.
<br />�,,�,,
<br />t3`
<br />13"
<br />1(1OP)
<br />LE55
<br />LESS
<br />45.. -4}
<br />TD.
<br />.0 -65
<br />il'
<br />i 13'
<br />13'
<br />13'43`
<br />t3'
<br />tY
<br />f3'
<br />,Y
<br />13"
<br />X3"
<br />N iJ2
<br />i (TIP)t3'
<br />OR
<br />13,
<br />13"
<br />137
<br />13,
<br />i3`
<br />tr' is-~t}•
<br />13
<br />1 (9011DM)
<br />13"
<br />Ir
<br />13'
<br />13"
<br />t3`
<br />t3'
<br />,3'
<br />tJ`
<br />tY
<br />1A'
<br />13'
<br />11 1/2
<br />1 (B TTOW)
<br />73'
<br />I Ir
<br />73,
<br />tl'
<br />13"
<br />Is-
<br />1r Ir
<br />Ir
<br />tr
<br />ll"
<br />Ir
<br />2 (tom).
<br />13,
<br />1Y
<br />13'
<br />13,
<br />137
<br />13,
<br />Ir
<br />13`
<br />33"
<br />_ 13-
<br />it
<br />it 1/4
<br />2 Crop)
<br />IF
<br />r
<br />13'
<br />13'
<br />�13'
<br />,3'
<br />1•
<br />3
<br />i' t
<br />3 3
<br />13'
<br />2'
<br />3
<br />t '
<br />3
<br />i3
<br />2 BOTTOHH }
<br />(
<br />1 3
<br />13'
<br />73'
<br />1 3
<br />/ 3
<br />33"
<br />73'
<br />i 3
<br />1Y
<br />,3"
<br />4Y
<br />;1 1 2
<br />/
<br />2 HOTID
<br />{ M)
<br />1
<br />t ' 1«.'
<br />t3 '
<br />1 U"
<br />3
<br />T_
<br />13 "
<br />7 (tiiPj
<br />1 3
<br />-
<br />13"
<br />t "
<br />3
<br />1 '
<br />3
<br />13"
<br />a3`
<br />t3"
<br />13"
<br />!3"
<br />13"
<br />13
<br />11 3 !
<br />3 OP
<br />(T. )
<br />12 7 '12
<br />I2
<br />1 / 2
<br />6 1 4'
<br />/
<br />6 1 ! 4"
<br />'+
<br />., "`12 t: 2
<br />j
<br />1
<br />8 4
<br />I
<br />H , 4"
<br />I
<br />3 9oiiON
<br />( )
<br />-
<br />721 "12i
<br />/ 2
<br />I2
<br />61 }'
<br />t
<br />6 4
<br />J
<br />123 !2
<br />27 2
<br />/.
<br />-
<br />6t /
<br />6 I
<br />3 {ODITOM)
<br />°
<br />7 1 2
<br />4 (tT1P
<br />B'
<br />S 7 r
<br />/
<br />8'
<br />i 8"
<br />$`
<br />H 1 2
<br />/
<br />8"
<br />7 1 2"
<br />/
<br />$
<br />H'
<br />6":
<br />5'
<br />)
<br />3
<br />73
<br />73'
<br />3
<br />� 13
<br />13
<br />7 3
<br />,7
<br />13'
<br />t Y
<br />t 13
<br />3 _
<br />t3
<br />7 3
<br />i 3
<br />"� ;"
<br />13
<br />r3
<br />3'
<br />-
<br />73 7
<br />, i3
<br />3
<br />t3 13"
<br />1.
<br />t3
<br />I 3 _
<br />I," "`
<br />13
<br />:3
<br />_
<br />73'
<br />13
<br />_
<br />13`
<br />i "
<br />8 4
<br />13
<br />�a3
<br />L _
<br />6 t 4"
<br />5 OP :
<br />)
<br />T1OM.
<br />fDO )
<br />B {TOP)
<br />_.
<br />$ RLTT'F.+*
<br />_...
<br />73
<br />-
<br />i '.,
<br />3
<br />_.
<br />I
<br />i3_ _
<br />1Y
<br />_ .
<br />13
<br />13
<br />_
<br />1 •
<br />3
<br />$ , 4'
<br />_._._
<br />13
<br />t3
<br />f3
<br />6 i 4"
<br />- F
<br />3
<br />1 3
<br />_ t3"
<br />:�4`
<br />a , /
<br />t3
<br />13
<br />T 3
<br />B t 4°
<br />-_.. -
<br />,3°•
<br />13
<br />t 3"
<br />_. _.
<br />13
<br />t 3
<br />1-'
<br />3
<br />3
<br />1- 3
<br />i13
<br />3 ^j�.'�.
<br />-
<br />_
<br />,3
<br />13
<br />_
<br />_
<br />i -
<br />_.
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<br />1 3
<br />1 3
<br />_'
<br />6 Ile
<br />/
<br />i i a_
<br />7 2
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<br />11 T t
<br />6 1
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<br />..
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<br />,. Ra":T )
<br />(.
<br />8 Y-)
<br />_
<br />6 �T3,"*
<br />(. )
<br />33. ?•
<br />6 "
<br />13
<br />1D 3 2
<br />%
<br />1Y
<br />7L
<br />Ir 7'
<br />�..
<br />7:t/2
<br />5 tf2
<br />t3`
<br />4 tt2
<br />1 (TOP)
<br />>S,-0"
<br />,O
<br />i4'-4'
<br />13'
<br />B"
<br />_ IJ`
<br />13'
<br />S3"
<br />$ I/T
<br />7Y
<br />'a 1/2 `
<br />9 1/2-15
<br />1/Z"
<br />,3"
<br />I5 tJ2`
<br />i (lrp)
<br />TO
<br />91-61
<br />t3'
<br />r
<br />13-
<br />13'
<br />__....
<br />iY
<br />9 1/2
<br />. .
<br />113' , 9 ,/2
<br />10 1/2
<br />7 1/2
<br />!3'
<br />�_
<br />$"
<br />1 (BQiFEA,1)
<br />13,
<br />7 1/2'
<br />13'
<br />13'
<br />fi3'
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<br />�IY
<br />7D"
<br />it'
<br />j H`
<br />il-
<br />H 1{2`
<br />I (BOTTOM)
<br />73"
<br />5' -
<br />tY
<br />1D 1/2'
<br />13'
<br />7`
<br />113 1 77'�
<br />7 1J2
<br />9 1/2
<br />13'
<br />4 1/2-
<br />2 (TOP)
<br />13`
<br />B`
<br />13"
<br />_13,
<br />_ 13`
<br />B !/2'_
<br />6 tlr
<br />9 1/2'
<br />6 1/2'
<br />i3"
<br />5 iJ2'
<br />2 (i0 )
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<br />7'
<br />17•
<br />13`
<br />7Y
<br />9 1/2
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<br />13 , 4 1J.
<br />1 Q 1 /2i
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<br />7 t 2
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<br />t •
<br />}
<br />6 1 2"
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<br />2 OM
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<br />43•
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<br />2 (sartio I
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<br />9 1/2
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<br />to iJ2,
<br />7 Ij2
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<br />6 ,/z'
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<br />3 (fCF')
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<br />7 1/2'
<br />,7"
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<br />,3'
<br />14`
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<br />i- i"�
<br />8'
<br />t3`
<br />8 112"
<br />3 {iCA'},-6„
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<br />-
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<br />6 }/4`.
<br />12 1j2'.6 :/4"
<br />-
<br />-
<br />6 ,/4"
<br />6 ,/4'
<br />- (eotTOM)
<br />-
<br />-
<br />12 1/2"
<br />12 1/2
<br />6 Ile
<br />6 I/A`.
<br />12 1/a
<br />12 1/2
<br />-
<br />-
<br />B Ile
<br />6 1/4"
<br />3 (BOS(O o
<br />7"
<br />`•. 3-
<br />Er
<br />3 1/r
<br />'.
<br />3 i/2'
<br />8' 4'
<br />4 i/2"j
<br />3'
<br />8 ,/2`
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<br />4 (70P)
<br />F ,j2'
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<br />B'
<br />6'
<br />T
<br />4"
<br />H'
<br />4�4
<br />I/2'
<br />3 1/Z'
<br />8 iJ2'
<br />3'
<br />4 ITO➢)
<br />8^
<br />R.
<br />-
<br />6'
<br />-
<br />8' -
<br />5 !-Ir
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<br />7 1f2'�_-
<br />4 (SOTTOALL
<br />6'
<br />-
<br />r
<br />r
<br />-
<br />r
<br />-
<br />5 1/2'
<br />-
<br />7 1/2"
<br />4 (BOTTOM)
<br />13'
<br />I 7"
<br />13"
<br />IY
<br />13'
<br />9 t/2`
<br />33' R 1/2'
<br />10 1/2"17
<br />1/2'
<br />-73"
<br />8"
<br />5 (TOP)t3'
<br />13'
<br />t i3"
<br />IOC
<br />tJ"
<br />tR'
<br />,i'
<br />$'
<br />13`
<br />_ 7'
<br />T3"
<br />13"
<br />,3'
<br />9 Tj2'
<br />13' , 9 if2":t1
<br />1 /2
<br />7 ':/2"
<br />S7"
<br />I
<br />6 /2
<br />S (90TTOM)
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<br />8 1 r
<br />/
<br />1 3
<br />13
<br />73
<br />74`
<br />iY
<br />16`
<br />11'
<br />6'
<br />13
<br />B 1 j2"
<br />5 (. ou
<br />(aC+TT ).
<br />IY-m_5'
<br />13'
<br />1D 1/2
<br />1r
<br />7'
<br />1Y 7`
<br />7 ,f2°
<br />5 1/2
<br />1S�
<br />4 1/2"
<br />6 (COP}
<br />Y3"
<br />$`
<br />13"
<br />IS'
<br />13"
<br />$ ij'G`.
<br />53"
<br />8 tj2'
<br />4 If2`
<br />B t/2'
<br />13 ,'s
<br />tf2
<br />6 (LOP)
<br />-
<br />t -
<br />B EJ4"
<br />a 1/A'
<br />$ 1/4'
<br />6 t/4'
<br />_ _
<br />_
<br />..
<br />6 1I4'..6
<br />if4'
<br />6.(BCTT."+)
<br />-
<br />$ tJ4'
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<br />B /
<br />: t 4'
<br />fi J
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<br />6 1
<br />-
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<br />6 1 4^
<br />6 4"
<br />fl
<br />6 mv-
<br />SEE 3i1W II FOR ANO40 b TYPE & SPACING FOR INSTAUAT wo WOW* FRAME aulao1O3.
<br />e WNWUM ANCH69 SPACINGS AND MMIWM EDGE INSTANCE ARC NO!CATO ON THIS SCHEDULE FOR ED..
<br />LESS THAN INO:CATLD ON SCHEDULE REDUCE ANCHOR BT•ALW'O 9t "WIYND SPADLIQ SHWA ON
<br />SCHEMAE RY THE FOIROwNO FACTORS. FOR THIS DPERKI'm m DE POSW44 REDUCED SPACING OSINNED
<br />XISIN SPAAL Not BE LESS THAN NINIMN SPA/ IMIRPIVED FOR €Ms` AA'IOR HYPE
<br />V
<br />Sal fiN S1_..
<br />ANCHOR TYPE
<br />1f47!
<br />t/4'p
<br />1 4'd
<br />➢ "u�
<br />Ilse
<br />°N`°'
<br />Ilr.
<br />if#y
<br />face!
<br />eum-aT
<br />&IOC -AMR
<br />w
<br />'taf8Mt1M ANG19R SPACING. (W,•)
<br />3
<br />3
<br />S
<br />s
<br />3 ,JAL
<br />2 ,n
<br />moommem TP^t
<br />3
<br />3 in•
<br />3'
<br />3
<br />3 5l2'
<br />3
<br />VaANa QLbj
<br />$
<br />,'Ir
<br />I 2In`
<br />S,/2
<br />-'I,/2-
<br />4
<br />AL91YL WDSRICCF .)
<br />FACTOR
<br />-
<br />v+
<br />s4
<br />_
<br />_ .
<br />_-
<br />_
<br />-
<br />_
<br />--
<br />__..__
<br />- __- ..---
<br />o-
<br />--.__..—
<br />a6D
<br />--
<br />t-
<br />Iso
<br />-- -
<br />-
<br />----�-=
<br />---
<br />-
<br />- SPAC3NGS ONLY VAUD WHEN SPACER B IS USED. SEE .FOR MA%. A.S.R•
<br />DMIGN LOADS & MAX. PANEL WHEN SPACER IS USER:
<br />I; 3 MAX,
<br />D.M (j)' -`Mt
<br />3 Or 4
<br />AS& DESIGN LOAD
<br />MWMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-B"
<br />> 40 PSF TO 50 PSF
<br />W-2"
<br />> 50 PSF TO 60 PSF
<br />5'-10".
<br />A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS
<br />W/ SOLO SET ANCHORS & W/ SPACER AT 12 1/2- D.C.
<br />_ --ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14. 19 &16)-_.__.._.. --
<br />R-IA/13, R-2A/13, R-3A/14, R-19/13,. R-2S/13, R-38/14. 3 II
<br />tqN
<br />R-f AW015. R-2AW/15. R-•3AW/16. R-0W/16. R-28W/15, R-30W/16. r-^r
<br />- `..R_-_.__ ! U.._.- --.._.-__._-......,_.�M,____.-_.._._., _,
<br />�r__ ---
<br />C1 0 0
<br />, 11 i
<br />E i I
<br />�i.
<br />.. -- ---._... __M. __....__-.-. r--�_.__..r-'1
<br />0 0 d
<br />'!
<br />--- , ---.
<br />I I s
<br />r I jj
<br />�
<br />I 4
<br />y I
<br />i € E
<br />t f
<br />I E 4
<br />j} I R I
<br />I 14 1 t
<br />-----------�
<br />_ ---#
<br />i
<br />Lf2
<br />I
<br />A Z11 i"e-2tlx1" 5.5: ROLLS W,�f '€.'
<br />(USE FOR PANEL LENGtH I MAX,
<br />7._ I PANEL LENCM
<br />4Vr'R 6`)I .D
<br />R AN e-R' P 4Q-4D.O TH
<br />a � REGLJI.AR STOMP EL�t :. REGULAR STORM NYEL. R
<br />w
<br />avERLn➢ MB} PANEL
<br />LEN9i31I_.,.___.. 1 ---- . __ w -__ ___, __ _ -----------------
<br />t � 1
<br />Li`F SAFETY STORM PANEL 7'-6' a +5(1.4 -54.8 p.ef.
<br />-. = { ! . (W/0 OVERLAP ARD PNIB- L€NGM BOLT
<br />I
<br />kA'E 2'-8" kRN.
<br />20 , , - - - A _ _ _ ,. _ _ _ _� _ __ - . R ALL l4GlXa14+Xu
<br />I t ' I S.S,. RaiTS W�t
<br />i
<br />AT cA.. O:'ER1.AP-."
<br />i
<br />t
<br />i
<br />I ! '
<br />t1.-,1-1--
<br />T
<br />ri ( I
<br />Iy .
<br />: .. e . ....... ......... ..... I ....._..._... c
<br />i
<br />s�
<br />r
<br />tl
<br />_ _ _ _ __ .. �.._,. __,. ATV_ _
<br />.2..NDTCHES STUD
<br />.._ ,I) Ri,. (
<br />e7CA Ib 9Y iJFE L T SAiEtY
<br />s
<br />a BOTTOM iXXtNERB -
<br />i'
<br />PNCLR 4 !L
<br />DTI., L
<br />_` `°
<br />OT WIND NUT A... tvMG RIFE AT
<br />j• W&- LEFT PANEL RIGHT PANEL 3 WaX. �" NVSTALLATKRYS ONLY VAUD FOR W940
<br />:1' Law R-TA/l& R-2A/13, R-3A/14, R-10/13, R 2B/13. R-3B/14, t` MHN.= SPEEb uP TO 77Q m.RN.
<br />�R-lAW/15, R-2AW/15, R-SAW/16. R-LBW/15 R 2BW/15 R-38W/16.
<br />-_-_ -_ __ _-....._ _._._ ... _ ---ANCHORS (SEE SECTIONS At ALTERNATIVES ON SHEETS 11 14, 15 &181_. ..... -_._. _._.._.__. _..
<br />Tf4 MAX. GAF
<br />LIFE SAFETY STORM PANEL CVLEYATION (t)
<br />-(I)
<br />-� SCALE 1/4"-I' il
<br />T -� REGULAR 2.SB7 REGULAR
<br />$4RL -E�-AF 1 WH - YAUE+9 ma
<br />�._ STORM PANEL ( STORM PANEL
<br />9`H'- , I 1AA+1YNtIHN a N
<br />1
<br />taFE su-erY PANEL
<br />,1 , *-
<br />FLORIDA
<br />BUILDING CODE Hon High Valooly Hu r Lone Zone),
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />G07(27/�}Gi.OBAI
<br />'
<br />EMIRIGHtodAlOA,, mmP aaxAec
<br />r , / �•,,.f $'V� �-=ECO...."
<br />PROTECTION PRODUCTS, L.LC.
<br />CITESECTION
<br />A-Ar
<br />SCALE 1 /4"=,"
<br />% _-
<br />,FE / .f-Arr
<br />f
<br />•r �. 6<: N.. xl�+LaMt<. w A1A
<br />- r O - , ko . k34R w,_-
<br />4610 S.W. Sl STREET
<br />wAe. Ft, 33;kt+
<br />"aw- (rA)66R-ie+A FA,I. w1w.effi'I
<br />20-175
<br />P.C. SSM/m"AT�JM,E
<br />M--WG6m 7
<br />"u to w
<br />i eea,ww mgaMr -
<br />�bM tb:
<br />• �'T'I+I ,
<br />� ,2 or is
<br />WL0 1 A tW ,, Ar., P.E
<br />INSIALLATION DETAILS_A
<br />INTO WOOD ST
<br />! WOOD HEADER "",, _. _Vjl-OO HF}d7EP `+) I "r_I II HOC, HEAk�R _F Ir _ W'OOD tiEA19f+
<br />= : '. N'EWI12E0 '. ._t1. REQUIRED - I}!--HIECUNTED 1 ,j>iEv41TRED
<br />..
<br />iI
<br />i[<`A TAFCDN ; 1 1/4-. TAPCON T I e# TAPCp: 4`► TAPCGIY
<br />- "i ", 1 I `iompt T 1'�
<br />- ANCHOR O 9' D.C. _ ( 1NCMOR a 9" O.C. i 1 O 9' O.0 ANCMDR O 9` O.C.
<br />W
<br />I , _
<br />ra 2 2 2
<br />I ' N !
<br />= It _ 1/2` fi/4- t: ,i l/2` 1/4' I iJ2^ I 1iJ4' ,/r 11/4'
<br />': i '+� I
<br />`` I , . iAAz. .._..-:. d ' ° f l I �>: i MAX. _ _._._.__IW
<br />- -.,1 __
<br />+ ' ,,. I I S AI , h, I r' A4n. III ..1. I 1
<br />,, I /: , y 1 .' I 11 i ,I I
<br />„E Q i /j I i ( i� {al
<br />4
<br />N la `"`✓ 11 1
<br />I I d +',-w.a° xw
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<br />/ r 'iI AT iA. Q .. j yq� rbf ::: ,..X"Y
<br />EX150 R L . 1�/&4', 24yI" _ p , ..,f,.-,:- . 1 EX , 'T Xs. W U W t. �. l : 47^
<br />..x,-..- - . yCq
<br />OIASS AC. ;"'. _ I {GEE FORiRIii.' ��. `•A ,' j GtAifi ...' iM .++.::. +' #6€ t G ""'11 t
<br />, _._r , . . _.. : ,.. . .
<br />I3
<br />6 � Aara9H ,Abi r-4 i k fi { it 1 IHr.719 Q,m 7`4) B I I
<br />A I $ %, MAX. Ti I t 11 (A, I I '1` MAX.
<br />R I __.. i.__..___ ii _ A ,r_1..,._..;11 PANEL LENGTH 0 - __. ( ..__, _- ' A .__ ._.... L.._._$ R. PANEL uxm
<br />ii • T 7 1 M.x. "� T1DN
<br />y (SEE 1SEVAnON I{ 1 ) 'L Mu. W - ',' 4 . 11EVA
<br />$
<br />! ✓ I PANEL LEMGM B I 1 ON SHEET 12) U i PAi#L LENGM A I C ON SHEET 12)
<br />.._�. __./. ..- T- . (SE F.1E'rArI4N II T .___.... I 4. _ . _-. -:.-.-I (SET il.i!-ATtOFi R __-+ �.._.f
<br />_-
<br />ION SHEET 12) 8 1 t _ n 1 -�,.__.{1 ON SHEET 12) 6 1
<br />,!ff- C� 1 ,
<br />V . y
<br />t" M;n. I p Nt {".....1 � D---SEPARATION- N-u``=-'�` T /'^'�
<br />N+--SEPARA7I01 1 - _ _ ,. __ .. _
<br />-.
<br />t.-. { 7' a To CLA55. 1
<br />G i-- P !i - 9 7• MIT i
<br />To (:LASS. t lf2 $ II-- $ i ¢ �' 9--SEPARATION
<br />i $ j 6 r^, tD GIASs i e I,�,^-j i 4C L/2 X TO GLASS i-(?._C2 e
<br />,
<br />-. I -.�. I i __ _.@t .11! -T I s._ _-. t i I I 11 E i i L
<br />., _
<br />1 - `- - 1 arI /r- I .._ ,=-.:-a, _: `'t .1110, 1 ... `L_ J n ° I
<br />0. 1.
<br />. -- ; "`
<br />3 ` : 1 _ 1, _
<br />iii.. 1 `.> � __' £� ,-s .-�' R `-'�..1'--_--__ - -_ ETC. ..,tee. _ ..: -'�s+. `kom.s/r N� EO _ ."__- _-'--
<br />T - i ' r r r, I {} 1t _. 1
<br />'2 , i I 1 i k I' 19 I - 1 'I 't/2' , 4z
<br />3 I a " t}}4.�
<br />'i °1 .._.. § I ' _ _. A 2`te WOW I ,' I_ -i .ic fix N.S
<br />I I S, sII' � PRATE :(_, eQ,TS
<br />;.I , I
<br />y ...-d _� I s'
<br />1 t rA"e TAPCON ! '"4`P TAFCON ReiW3F#'it I ! II 1 +'4 tM00 - 2`x+G". ti 1 I�. 1 N yDDo
<br />NYCHOR O 9' C,C ANCHOR a 9` SP ANCHOR O 9" O.C. PLATE
<br />.' " '1, R D ,.. ••<: ( `L STAGE' O ..'+. ",. 'A. li. REbtH01EO � '' , t/4"P IAPCO"
<br />' S"FAOGE ED Wl STUD .EKED W/ Si`J - .. -..
<br />a, ;�..
<br />`t I r k !'; 1 I j ANCHOR O It a,C:
<br />tt ',1, . ,
<br />r! "z4" WOOD 2"Xe WOW
<br />„`+ : , , .�:., y _.' --_...,.- ....PLATE ; .. , ' ..., I :
<br />: .... ;" LATE .� ;: , 4 -.
<br />t"k
<br />...�...,:_ _ _. ..,.._.._, , REOUtRED ': REWIRED � .: I .... I
<br />_yaw E R=11 aw �y ALTUNEATIVE 9-28W
<br />,BETE:
<br />Sdi �e$i iS E ! IE FETY ANEt_ It UM M EFAI� * LJFE SAFETY PAN
<br />Wy,E MOUNTLNGS 14101144;AH WALL MOUNTINGS
<br />SCALE 3J6=7` !E SCALE 3J8-=t"
<br />0V,7
<br />�?
<br />1R.. BENS =y FLORIDA BUILDING CODE (Non HILb Valoelly Hurroan. Zone)
<br />MOM: 3 ,
<br />s->pid 1&7EC0. eK. r3_
<br />24 GAGE GALVANIZED STEEL STORMPAN
<br />1, INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN 0. 44167 S EL .coil+ ®"
<br />7/vA m
<br />PRESSURE RATINGS (p.s,T) AND PANEL LM,I;7 IS AS 2 * * * ` ��` UC LLC 0
<br />:w% �' GLOBAL PROTECTION PRODUCTS, LLC.
<br />PER ELEVATION ON SWEET 12, STATED / #I�, DATE.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD s •y'I +m It.w. 51 $TRW
<br />MEMBERS TO BE SOUTHERN PINE No 2:. W/ SPECIFIC �,r fl(7R1U '� i..s�^<-s.7 k. I .MA, lu{ -� " Co"°Yr w ° ,L'L =I, : 20-176
<br />: {IYf} uI_,y-. A>,-1 W., (ie4jbMa5+b. FAX., (W)886-Ofil'
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<br />MAMAA D CNAItRUJDA/E wN.TER A YUJI Jr,. pjr- ,4e itRET Se M I.
<br />(VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MAIL A.S.D.
<br />DESIGN
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<br />I--- I" WOOD STRUCTURES
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