|
PQURED CONCRETE.
<br />CONCRETE BLQCK QR WDQD STRUCTURES: VAUD FQR REGULAR. LIFE
<br />SAFETY A E-Z HANG STORM PANE SYSTEMS
<br />OR NCREM
<br />OR
<br />5 `I ®©® " i� FRAME GCm &3 rn i of to3tlf°st iisi
<br />4 1 3fa•
<br />ANGLENWi
<br />2
<br />t/2" ,a C..
<br />?
<br />BLACK OR 115:e WOOD fE�''-+ POLMFD t/IY x t 3/4' T/PCAN : 2 iJ2' f
<br />RE11U16ED $R' ANCHOR a fr o.
<br />�OMr6T.
<br />rx4CO1E7E`+ FRAME
<br />OW �__.__f� DR�
<br />LLD +uv
<br />�\ I. t/.- GM�
<br />-
<br />CLIF A AEL l 1,µ'4 > 1 3/4' -•+ 1" 1
<br />7ML'ON ANl>IOR
<br />MLr� /EWNAIE LEC LOCATION
<br />e 12` n.c d r. 2 x AW ro
<br />.(� PARRIES r x 5' x mr rnNT,
<br />v 5 64rr.. 974 L t1M ; iLW. ANGLE' OR I:
<br />_.310S-MS45NEET POURED GnNGREf2. iS-__!
<br />s^
<br />r X 4' X .1?5„"„„„/' 1` I S"-' (-.,TRACK kETA ALW. BEM PULE g BIDCK AR 2'x4" YYIDOD FiIAiNE
<br />310E-Mi40R .{� s f : itYP,) .P�1 REOURE6
<br />2 7 3'
<br />BOBS TO ALLOY. / t:l i..4_ 2` ..,� L!,J
<br />CONT. Au6A ANGLE
<br />Max_ fAP
<br />1/•` •BOUT_: Lr x 4' x .072'
<br />• ,2` O,O= 3105-Nt4 OR 8063-16 AID'
<br />W/JAC*wr Cant. A6m. AN
<br />CASE A (PLAN) CASE B "PLAN) CASE C (PLAN) CA`�E�(PLAN)
<br />SCALE 1/4`-7" SCALE 7/4'-!' SCALE 1/4--l- SCALE 1/4`mt•
<br />1 SCUM -SET OR CALK -IN
<br />OR ELOO PO,AHED TRW AT 'FEIL•NE W AASf E
<br />• OR CONLWEi$ 8L0EK f I TOP, BOTTOM Wi / PABEIMATE PUUB {(SEE
<br />t.SX POURED WM' l�J •� 0 .0
<br />(LM'N. PANEL CA4IOREIE BLOCK VARIES •, OR Z14' r/nn0 i SINS OF OPENING SCNEOULE ON SYIEETS 9,
<br />FMlIE 'ff ® �• FRAME 'S AS APpL2L161.E to a t1)
<br />OVERLAP BEYONDOMNCIiE'aE
<br />CONCRETE flEgtRRWOOD FO
<br />OPQING WIDTH) SIDCN OR 2Ne WOOD FAAAE � ^ A .H '
<br />RECLINED
<br />1 I sJ4' Mae
<br />-1 �---{?� oR
<br />VARAES ,(73 1 {��y�r W +, Fri t
<br />(w Ff T9
<br />' WALL ut cut Ew NNW
<br />X Ro.: DWAW'E '� � ••�.•'
<br />ftw'.)
<br />w
<br />s J CASE G (PLAN)
<br />IaiFH1A 1��//k��y�
<br />t . `l•F•'R.. K1A SCALE IJ4'-1'
<br />,.;
<br />,o , rc' kWi6oW
<br />au•s'u ag�w••\-\LENS` �jl VALID FOR DIRECT MOUNT NNSTALAIgN ONLY k
<br />F ••: = PANELINSTALLATION
<br />SCERTTFIED
<br />VARIATIONS WITHIN/4W/
<br />No. 44167 I
<br />* : * : * = FLORIDA BUILDING CODE Non High Veloe Nurricaro Zone)
<br />CASE E (.PLAN) CASE F _(LAN) z •-. '� - 00 ^IT&0• Na 24 GAGE GALVANIZED STEEL STORM PANEL E'.
<br />OWN W.
<br />SCALE 1/4"-1' SCALE 1/e-I" s0,c-•.FLdR40P'. •�--co—,
<br />asGF�cj IL EC O ��- PROTECTION PRODUCTS, I.I.C.
<br />LNe.
<br />AAIIFu HL a ,Ig A„Y .COO S.W. 6, STREET
<br />se1'Ei3 aW. OMW, n_ auu
<br />,l aa. w, r >Q1. 6N•P•, N SN44 20-1T5
<br />nl0 HZ— (M 6 11fi wpNkl (IIO4�6A-76i6, PAX, (OUX100-ow
<br />aew aweu ORWBIA Nk
<br />�
<br />P.E �Jr-0006719
<br />WATER A 11LLR 1,.., PE WW1 7.,t. mIfLT 8 iY ld
<br />41 Pq
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATIO (p.s.f.) AND CDRRF$PQN,(FljNfi MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STpEM PANE (I-) INS_STALAIMMS 190 WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL 10INSTALLRTIONS AS PER ALTERNATIVES 1W THRU 41N, ON SHEETS 6 & 7)
<br />MAX. AS,O..
<br />DESIGN
<br />ESSURE
<br />PRRATING
<br />MAXIMUM ANCHM SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7
<br />APPUOABLE
<br />TO
<br />-�� k ANY ALTERNATIVES
<br />of THHU
<br />PAIN
<br />LENGTH
<br />00
<br />TAPCON
<br />IAA1 SCREEN
<br />PAIIELMATE
<br />FEMALE W
<br />PANELMATE
<br />PLUS
<br />WOOD. SMOG
<br />13"
<br />lr
<br />Ir
<br />13,
<br />Ir
<br />iw (TOM
<br />13'
<br />13-
<br />13'
<br />13`
<br />Ir
<br />IN (BO1T0M)
<br />6 1/r
<br />B 1/r
<br />8 1/2'
<br />6 1/2`
<br />6 1/2
<br />2W (/yTOnP)�
<br />-
<br />-
<br />6 1/4"
<br />12 1/2'
<br />6 1/4`
<br />W ♦9•.,-")
<br />5'-0'
<br />LESS
<br />a'-
<br />3W MDTM)13"
<br />13•
<br />13,
<br />it
<br />(TOP)45.
<br />-45
<br />13"
<br />13,
<br />13'
<br />(BOTTWG1,ESS
<br />F�/
<br />l3"
<br />13`/2'
<br />w {LOP)Ir
<br />13"
<br />tJ'
<br />8
<br />1W (aOTTOM)
<br />a 1/2"
<br />6 1/2"
<br />5 1Jr
<br />6 I/2'
<br />8 IJe
<br />12 1/2`
<br />61/4'
<br />(9GTr.y
<br />>5
<br />4`
<br />1 1/2`
<br />6 ,%2"
<br />(TOP)
<br />l4-r
<br />4 1/2
<br />4 1/r
<br />7°
<br />7`
<br />Sw (BOTTDAO
<br />10 1J2`
<br />6 1/2`
<br />12"
<br />12'
<br />4'
<br />(ESP)
<br />it
<br />tr
<br />13"
<br />i1.
<br />a '1/2•
<br />4W (80TrOM)
<br />+ SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANE. LENGTHS WHEN SPACER IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />{p t RATING
<br />MAKN4UM ANCHORS SPACING FOR ED, - AS SHOWN ON SHMS 6' & 7
<br />APPI.K'ABLE
<br />TO
<br />! & A(.(Y
<br />COA6B4OF �TXAN
<br />uAWMIBa
<br />PANE.
<br />fEl4GTH
<br />(H-)
<br />TAPOON
<br />LAG SCREW
<br />PANELWM
<br />FEMALE m
<br />PANELMATE
<br />PLUS
<br />WOOD BUSHIND
<br />13•
<br />1r
<br />13"
<br />13'
<br />13,
<br />1W M
<br />Ir
<br />13`
<br />13,
<br />13'
<br />r
<br />1W (BOTMM)
<br />61/2,
<br />61/2'
<br />6 1/r
<br />6 I/Y
<br />6 1/2'PW
<br />1TOP1
<br />-
<br />6 1/4'
<br />12 1/2
<br />6 t/4'
<br />2W {MOTE.•)
<br />5'-0'
<br />r
<br />7 t/2'
<br />a"
<br />e
<br />-
<br />3w (TOP)
<br />OR
<br />7 ifr
<br />8'
<br />8'
<br />6'
<br />-
<br />3w WTTOM)
<br />13,
<br />13"
<br />13,
<br />13,
<br />4W (W)
<br />+45. -45
<br />+7C-75
<br />13"
<br />13"
<br />/3'
<br />13"
<br />4w (60Trw)
<br />Ir
<br />13"
<br />13,
<br />Ir
<br />ID"
<br />IN (TOP)
<br />tr
<br />13"
<br />13'
<br />13"
<br />6 IJe
<br />IW (WITOM)
<br />8 1/r
<br />6 1/2,
<br />6 I/2'
<br />a 1/2' 1
<br />6 1/2"
<br />ITOP)
<br />-
<br />-'
<br />6 1/4'
<br />12 I/2"
<br />a i/4'
<br />2W (9011t)
<br />> TOO•
<br />4 1 fr
<br />51
<br />7 1727
<br />7 I/2'
<br />-
<br />(TOP)
<br />7_5.
<br />r -
<br />5 If2"
<br />@'
<br />8`
<br />3W (60170M)
<br />137
<br />12'
<br />13'
<br />Ir
<br />5 I/2"
<br />4w (TOP)
<br />tr
<br />13"
<br />13`
<br />13'
<br />10'
<br />4w iB01F0M)
<br />• SEE TABLE /1 FOR MAX, &S.D. DESIGN LOADS & MO. PANEL U 940THS "IN SPAM IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />TABLE
<br />J7 A Ts
<br />A.S.D. DESIGN LOAD
<br />MMM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-S`
<br />> 40 PSF TO 50 PSF
<br />6'-2.
<br />> 50 PSF TO 60 PSF
<br />W-10`
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATE 0,IME ID OR PANEL MATE PLUS
<br />ANCHORS & W/ SP\ip1i�EN�.1/2` O.C.
<br />I14"4 TAPCON
<br />INSTALLATION PEIAILS
<br />INTO POURED CONCRETE OR
<br />POURED
<br />FOR UFE SAEUX PANEL C1i
<br />CONCRETE BLOCK STRUCTURES
<br />1/4"4 TAPCON ����sT
<br />-`
<br />POURED
<br />ANCHOR O 9` O.G.
<br />�EtE
<br />ANCHOR O 19• aC 1�
<br />/
<br />BI�.oCHt
<br />ORd R
<br />REOUIRED.
<br />REQUIRED.
<br />I�
<br />1
<br />1/r :IJ4'
<br />AAX.MAX.
<br />If2'
<br />jl/4`
<br />I
<br />E0.4
<br />I
<br />1
<br />I
<br />1
<br />I
<br />E�4 t
<br />I
<br />�
<br />S
<br />I
<br />, 4'WILIS#w
<br />LBr--sOGLA
<br />BS TO OUAE6.
<br />9
<br />'
<br />T__
<br />"Ys4�equ'vr
<br />GLASS
<br />]i
<br />,
<br />CLASS
<br />Mae.
<br />PANEL LENGTH
<br />....� _.�.,4..._..
<br />A.-_,....._.._._ ,.._.. ,,_.._.
<br />- I 1' )IM1X.
<br />O' PANEL. LENGTH
<br />-v1' ktn.
<br />ELEVATION
<br />I ON SHEET
<br />I
<br />6 7
<br />ON SHEET 12t
<br />pFp
<br />q•-SEPARA
<br />I :
<br />8 I
<br />9 TO MASS.
<br />d
<br />I i
<br />I
<br />It_ _
<br />I
<br />L/2
<br />1
<br />1
<br />1
<br />co+cRErEoa� Eo4 /
<br />I
<br />i
<br />CR `CONCRETE Ed• f 1
<br />BLOCK <
<br />/
<br />CONCRETE BiOCN
<br />REQUIRED. [
<br />1 is War
<br />TOED
<br />1
<br />UE+aWt I II
<br />IJ4'► PANEL/M7E P
<br />_
<br />1/4.0 PMELAMTE--._......t
<br />ANCHOR 4 12 iJ2 0.G.
<br />ANCHOR (SeMNO)
<br />MALL MQUNTINGS
<br />SCALE 3/8-1"
<br />iktlMT/N
<br />\\N7
<br />,��.�F A. rrw'l
<br />d
<br />�4d*..VCENSF:' s
<br />FLORIDA BUILDING CODE Non High Velocl Hurtkata Zon•
<br />umgo rAtEtq a1C
<br />24 GAGE GALVANIZED STEEL STORM PANEL s>'
<br />Xu6N
<br />STATE 0 Ar =
<br />FZORIDP •
<br />•"
<br />IL ECOLNc.
<br />GLOBAL PROTECTION PRODUCTS, I.I.C. 9AtE
<br />46O 0.W SIRRtT
<br />a J ,.s �'�
<br />! ' •'F^' 11,4.
<br />HONA+`
<br />Ak. 4. AAA NIPM ANAPRA. A1K
<br />_
<br />OMIT F4 i33t4
<br />PHONE, FAn 2D-175
<br />4N
<br />Ae,ex : pe61N'a t6w c3:O m-.srH
<br />(w) 0R-76M- (04kO6-6707
<br />.Hat DRAWN�Nx.
<br />P'L 0FMfD6Mnw4l AR
<br />CA-dpA7,9
<br />*AM A A'., P.E.
<br />FLOARA Ivy.
<br />+xa waAew Hat w6lw
<br />t ( WBEI ti M 16
<br />SEE S/EE14 t8 A /6 i'we ANCRWRS TYPE a 3PNIdIN FOR
<br />BIsrALUTXNs Nm 14000 f)>Alf ,.
<br />MNWMW ANCHOR SPAON65 ANA MBWWNM EDGE OSTlWICE
<br />ARC NNNCATED ON THIS SCHEDULE. FOR E0. tE� 1NMN
<br />NMGTFD ON BDIaDIItE REDUCE ,VNDtWR sPAFSVO BY
<br />MIATPLtA1G SPINETS s1ttNWN GLI 6C1MHkILE. BY THE
<br />4'g11AWWq FACTOR3. FOR THIS OPEMiXJ1N m Lw POSSIBLE.
<br />REDUCED mAc6W1 gBTA0/FD U506N rACOR SHALL NOT 6E
<br />LETS IOW YAMWII SPACING 6mF.AIID FTAi-EHGI AIxIWR
<br />TYPE ON TINS 6GIxO1RE
<br />4/4'•
<br />tf41
<br />�� TYPE
<br />urL1N
<br />kIWA6l Appal (•3
<br />3
<br />S
<br />•rNNNr,aHR
<br />o,N•.L. OA3
<br />s
<br />3
<br />I4RAIKEN.p.H
<br />cNvw. 9mk.+j13
<br />3
<br />3 t/3
<br />AOIIR mSE OaWEfQ
<br />SFoj
<br />tA9Wlt
<br />_�21Ji
<br />6.6E
<br />-
<br />,•
<br />aiM
<br />SAO�
<br />3,
<br />(VALID ONLY FOR PANEL ©1 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MAX. AS.D.
<br />PRESSURE
<br />RATING
<br />tP -)
<br />MAXIMUM
<br />ANCHORS
<br />SPAC@1G
<br />FOR MIN
<br />E.D.
<br />PER SCHEDULE
<br />BELOW
<br />APMICARE
<br />To
<br />I
<br />AMX!YUk
<br />tENGD1
<br />1•
<br />(IW
<br />MAX ".D.
<br />PRESSURE
<br />(PA.1.)ommm
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MIN E.D.PER
<br />SCHEDULE
<br />BELOWDEMO
<br />APP[NJiHIE
<br />MAX kuM
<br />LEk36M
<br />i•
<br />(n)
<br />774'CON
<br />SOUD-SET
<br />PANEIiN
<br />PAt
<br />A'IE
<br />7AMAC-NNLIN
<br />CALK-W
<br />TAPCON
<br />SOU@
<br />-BET
<br />f�
<br />lE
<br />PAt�
<br />ZAMAC-NNUN
<br />CALK_wtD
<br />8
<br />TO
<br />m
<br />To
<br />m
<br />10
<br />10
<br />AF >
<br />m
<br />CO"wm
<br />m
<br />m
<br />m
<br />m
<br />m
<br />tNeu
<br />+45. -45
<br />LTO
<br />E
<br />fr
<br />f3'
<br />13'
<br />tr
<br />13`
<br />lr
<br />t3'
<br />1S'
<br />13`
<br />Ir
<br />id`
<br />Ir
<br />1 (TOP
<br />5:-0,
<br />OR
<br />Ik58
<br />+4i -4'u
<br />+65,. -05
<br />13'
<br />1r
<br />it
<br />13"
<br />13"
<br />lr
<br />Ir
<br />13•
<br />Ir
<br />13'
<br />lr
<br />it i/2
<br />1 (rap)
<br />8,-6,
<br />LESS
<br />;
<br />73'
<br />13,
<br />13,
<br />Ir
<br />tr
<br />it
<br />/3'
<br />13'
<br />13'
<br />13`
<br />13,
<br />t3'
<br />1 (BOTTOM)
<br />tr
<br />13,
<br />Ir
<br />Ir
<br />Ir
<br />tr
<br />Tr
<br />fir
<br />Ir
<br />/3'
<br />13"
<br />ti 4J2
<br />1 (0(3ROM)
<br />iS
<br />tY
<br />73'
<br />13`
<br />13•
<br />1r
<br />73'
<br />13'
<br />f3"
<br />tS"
<br />it
<br />13`
<br />2 (TOP)
<br />73`
<br />1S
<br />13'
<br />it
<br />f3'
<br />13'
<br />,r
<br />13`
<br />it
<br />13"
<br />13'
<br />it If2
<br />2 (SLIP)
<br />/3'
<br />is'
<br />#3'
<br />13'
<br />it
<br />I3'
<br />IJ'
<br />tS'
<br />ES`
<br />1J'
<br />Ir
<br />i3 *
<br />2 9O7TOM
<br />{ )
<br />t•
<br />3
<br />1 r
<br />1 3•
<br />1 3
<br />i r
<br />1 3'
<br />t r
<br />tr
<br />t3'
<br />1]•
<br />13
<br />It t
<br />2
<br />tr
<br />13•
<br />93"
<br />Tr
<br />1 13`
<br />73'
<br />Ir
<br />13`
<br />Ir
<br />13`
<br />13`
<br />13"
<br />3 (TOP)
<br />13`
<br />13`
<br />it
<br />13-
<br />13'
<br />Ir
<br />Is,
<br />13'
<br />13
<br />tJ'
<br />13"
<br />1 tf
<br />3 (TQP)
<br />-
<br />2 1/2
<br />12 11216
<br />1/e
<br />6 1/4'
<br />12 T
<br />12 1/2
<br />$ 7/4"
<br />B 1/4`
<br />3 (BOTTOM)
<br />-
<br />12 1f2`12
<br />1/2
<br />8 IJ4'
<br />8 i/4'
<br />2 1f2'12
<br />If2
<br />-
<br />-
<br />6 1/4�
<br />8 1/4.
<br />3 (BOIT(6t
<br />Y
<br />8`
<br />$"
<br />&`
<br />B"
<br />8'
<br />7 1/2•
<br />4 O(IP) -
<br />$'
<br />5 1/2
<br />W
<br />a"
<br />8'
<br />6 I1Y
<br />Ir
<br />7 1/2"
<br />0'
<br />e'
<br />8'
<br />6"
<br />4 ([!X)
<br />8_._.....
<br />8'
<br />6'
<br />-
<br />e
<br />e
<br />Ir
<br />_
<br />(BOTTOM)
<br />6•
<br />B•
<br />9'
<br />_
<br />a"
<br />* {1bTT#,0.
<br />tS"
<br />Ir
<br />ur
<br />Is"
<br />13"
<br />it
<br />it
<br />Ir
<br />13`
<br />13,
<br />13,
<br />7J`
<br />5 (70P.
<br />13"
<br />1J'
<br />13'
<br />IJ'
<br />7S`
<br />tr
<br />lr
<br />i3`
<br />1S"
<br />13`
<br />t3'
<br />1r
<br />13"
<br />Ir
<br />13'
<br />13"
<br />is'
<br />Ir
<br />13,
<br />Ir
<br />13"
<br />13"
<br />tr
<br />S (GOMM)
<br />tr
<br />13`
<br />�14,
<br />tr
<br />it
<br />13"
<br />Ir
<br />13`
<br />13"
<br />tr
<br />ib'
<br />t1 1j2
<br />5 (SOTTOµ)
<br />iJ'
<br />93'
<br />13'
<br />Ir
<br />13"
<br />13'
<br />tr
<br />13"
<br />is,
<br />iJ'
<br />13`
<br />t3`
<br />B DT1P) -
<br />13"
<br />,3'
<br />1r
<br />13"
<br />1r
<br />13'
<br />1r
<br />13'
<br />lr
<br />73"
<br />it
<br />11 1f
<br />b (TOP)
<br />_
<br />-
<br />6 1/4"
<br />6 1/4'
<br />6 a 4•
<br />6 T/4"
<br />8 , 4`
<br />8 9/4"
<br />6 (gOT(,x.)
<br />_
<br />_
<br />6 ife
<br />6 1/4'
<br />8 1/4'
<br />6 t/r
<br />-
<br />-
<br />-
<br />-
<br />6 1/4".
<br />6 if4".
<br />8 (BOTI.•�)
<br />13`
<br />6'
<br />1r
<br />10 1/2
<br />13"
<br />7"
<br />13'
<br />7"
<br />7 1/2
<br />5 f
<br />13'
<br />4 t/2"
<br />/(TOP)
<br />�,-0'
<br />TO
<br />Iv_e
<br />13'
<br />e'
<br />lr
<br />13'
<br />S3`
<br />B 1/2'
<br />t3"
<br />8 1/2'
<br />9 1/2•
<br />8 1j2
<br />13"
<br />5 1fY
<br />1
<br />>V-r
<br />70
<br />4'•'8'
<br />Ir
<br />71
<br />Ir
<br />13'
<br />Ir
<br />9 1/2
<br />IS"
<br />9 1/2
<br />40 1/2
<br />7 1/2
<br />13•
<br />r
<br />I (BOTTOM)
<br />13"
<br />7 1/2`
<br />13"
<br />13"
<br />tr
<br />1O'
<br />Ir
<br />ID"
<br />11"
<br />6"
<br />13'
<br />b 1/2''1
<br />(BOTfEW)
<br />13'
<br />S'
<br />it
<br />10 1/2
<br />13'
<br />r
<br />13,
<br />r
<br />1 1/2
<br />5 1/2
<br />is,
<br />4 1/r
<br />2 (TOP)
<br />13"
<br />6'
<br />Ir
<br />13,
<br />Ir
<br />6 e
<br />Ir
<br />8 1/2`
<br />B I/2"
<br />6 11r
<br />IS"
<br />5 1/2'
<br />2 (TIP)
<br />Ir
<br />7•
<br />13,
<br />7r
<br />Ir
<br />0 1/2
<br />1r
<br />a 1/2
<br />/p 1/2
<br />7 1/2
<br />13-
<br />6 I/r
<br />2 (WITOM)
<br />13'
<br />7 1/r
<br />13"
<br />Ir
<br />Ir
<br />t0•
<br />tr
<br />to'
<br />it,
<br />$•
<br />13'
<br />6 1/2'
<br />2 (BOTTOM)
<br />Ir
<br />7`
<br />Ir
<br />13•
<br />13-
<br />B 1/2
<br />13-
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13"
<br />6 1/2'
<br />3 (TOP)
<br />13"
<br />7 1/Y
<br />13'
<br />fr
<br />tr
<br />IW
<br />,r
<br />lo"
<br />1t-
<br />@'
<br />13`
<br />6 I/r
<br />3 (LOP)
<br />12 1/2.12
<br />1/2
<br />6 1/4•
<br />6 1/4'
<br />2 ,f
<br />6 ife
<br />-
<br />-
<br />6 Ile
<br />6 i/4'
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1/2-12
<br />i/2
<br />6 Ile
<br />6 ife
<br />12 I/2
<br />i2 1/2
<br />-
<br />-
<br />5 1/4"
<br />6 1/4`
<br />3 (warm)
<br />7'
<br />r
<br />8'
<br />5 ifr
<br />7'
<br />3 1/2'
<br />a'
<br />4'
<br /># 1J2`
<br />r
<br />6 1/Y
<br />3'
<br />4 (TCP)
<br />7 1/2'
<br />3'
<br />8'
<br />6'
<br />T
<br />4`
<br />5• _
<br />e
<br />4 1/2`
<br />3 1jr
<br />6 1/2`
<br />3"
<br />4 {FOP)
<br />8'
<br />6'
<br />S.
<br />9'
<br />5 ,/2•
<br />7 1/2'
<br />4 (BOTTOM)
<br />e'
<br />B'
<br />a'
<br />Ir
<br />5 1/2`
<br />7 t/2'
<br />4 (BOTTOM).
<br />73"
<br />T'
<br />tr
<br />73"
<br />1Y
<br />B if2"
<br />Y3'
<br />9. 1/V
<br />10 7/2
<br />7 I/r
<br />Ir
<br />C
<br />5 (TOP)i/Y
<br />iJ`
<br />Ir
<br />i3'
<br />,0'
<br />7r
<br />1r
<br />T
<br />13•
<br />13'
<br />13'
<br />9 1J2'
<br />13"
<br />S tJr
<br />10 tfr
<br />7 t/Y
<br />t3'
<br />6 t/2'
<br />S (8017OM)
<br />1J"
<br />8 1/2'
<br />Ir
<br />13'
<br />,r
<br />SO'
<br />i3•
<br />10`
<br />lt'
<br />8'
<br />tr
<br />5 ifY
<br />S {80TTOMj
<br />tr
<br />S"
<br />13"
<br />t0 i/2
<br />13'
<br />T
<br />T3'
<br />7^
<br />7 if2'
<br />5 1/2"
<br />1r
<br />4 1/2'
<br />6 (FOP)
<br />iJ"
<br />e'
<br />13'
<br />13'
<br />1r
<br />8 7J2'
<br />13'
<br />8 Ij2"
<br />9 1/2'
<br />8 1/2'
<br />t3`
<br />5 1/2"
<br />8 OOFT
<br />6 I/4'
<br />8 1/4"
<br />SEE mm 1f MR ANCHORS TYPE A SPACING FOR INSIALLATIl N6 WI) "m FIAT SULDO 3.
<br />•` 140" ANCHOR SIVOM AND M6MRIM EDGE GBTNIM ARE VOWAn ON Ve. 6CFgMR.E FOR 'La
<br />LESS THAN NPmATO ON SONEWLE RMICE ANCHOR SPACING BY 41A."VIRG SPACM SHOWN ON
<br />SGHR.oLAF. BY THE FOLLAteNG FACTOR¢. FOR Tei gPpp.IINf m BE PASSE, R2M1CaD SPACING
<br />OBIAM WING FACTOR VIA" NOT BE LESS THAN WWIM MWONO BOW" FIN EACH 44CHM rtPE
<br />ON no 6CH SOME
<br />AWCMdt TYPE
<br />t/4'•
<br />i/IY
<br />t(4'W
<br />t/44
<br />,J4•.
<br />t/4^•
<br />UPON Y
<br />661n-6Er
<br />taktc�eaIN
<br />GY!(-N
<br />mom" ANCHOR SPACING 00
<br />3
<br />3
<br />3
<br />3
<br />2 I JY
<br />3 t/2
<br />AIWYWM !MJ
<br />3
<br />3 1K
<br />Y
<br />3
<br />3 t/Y
<br />3
<br />pITAKF44D3 f10P(
<br />S
<br />31K
<br />3 t/r
<br />3 1/2
<br />3 lK
<br />ALI" sm otsar+ls
<br />FADtOR
<br />,•
<br />t13o
<br />ale
<br />-
<br />ia0
<br />-
<br />au
<br />3 Ijr
<br />I.W
<br />-
<br />1D3
<br />lm
<br />•+ SPA(2NGS OFkY YA 10 NR(EN SPIrCFR (�j IS USED. SEE 11 FOR M4)L A.S.D.
<br />DESIGN LOADS & AM%. PANEL LENGDiS WHEN SPIN 1S USED. `
<br />D.M.
<br />ar
<br />ife
<br />NAIL 0
<br />IOLAA
<br />A". DESIGN I=
<br />m0x mUM
<br />40 PSF OR LESS
<br />b'-®•
<br />> 40 PSF TO 50 PSF
<br />$'-2"
<br />> 50 PSF TO 60 PSF
<br />W-10"
<br />A MAX. PANEL LENGTHS ARE O VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C.
<br />ANCHORS (SEE SECTIONS & ALTERVMTNES ON SHEETS 13, 14, 1$ &16)
<br />R-1Aft3, R-2A/13 R-3A/74 R-18/13, R-2B/13 R-30/14
<br />R-JAW/15, R-2AW/15, R-3AW/16, R-IBW/15, R-28W/15, R-38W/16.
<br />r MAX.
<br />I• IBA
<br />I REGULAR
<br />1aAER
<br />I
<br />STORM PANEL
<br />1/4"20k1"' S.S. O i5 III,@
<br />FARMH
<br />r-a��I1
<br />€jI
<br />Z1,11-
<br />to
<br />� d I � REGULAR STORM PANEL i,+
<br />---��
<br />I
<br />f
<br />A,FOR
<br />I I
<br />I I
<br />LIT: SA°E7Y STORM PANEL
<br />1 I
<br />I` j I
<br />% s.s. R0115 w t
<br />! € AT EA wER
<br />-_i_ /�
<br />I
<br />I-T I
<br />T - r }
<br />_x
<br />!
<br /># I _
<br />- I
<br />REGULAR
<br />STORM PANEL
<br />EDGtT10N
<br />PANEL Bar
<br />PANEL
<br />iA/13, R-3A/14, (� R-iB/1 R-28/13, R-38/14,
<br />-2AW/15, R-3AW/16. 'i' R-18W/15, R-28W/15, R-30W/16.
<br />(SEE SECTIONS & ALTERNATNU ON SHEETS 13, 14, 15 a,6}-----
<br />LIFE SAFETY STORM PANEL nj ELEVATION (t)
<br />2-SCALE t/e-1'
<br />(MIN. OwflaAP .1 -t WALE VHtEQ f
<br />1
<br />LIFEPMNELUK
<br />s
<br />EXTERIOR� �fiy '�Ii
<br />4� sj OR
<br />O,..,
<br />SECTION A -A
<br />SCALE 7/4"-1'
<br />s REGuuR PAANEis ���E91 EANEL
<br />WALL11OUN71NGS
<br />SCALE 3/8-1-
<br />1. INSTALLATION ARE ONLY VALID FOR AS.D. DESIGN
<br />PRESSURE PAT44GS (p.b.i AND PANEL LENGTHS AS
<br />PER ELEVATION ON SHE 12
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No $ W/ SPECIFIC
<br />DENSITY OF 0.55 OR EQUAL.
<br />P.E %JLfdGLWGt1Nf./04tE
<br />MAX
<br />PANEL LENGTH
<br />B'-8' O +400, -40+0 ".1.
<br />(W/ O,FRLAP Mb PANEL LENGTH BOLT)
<br />O +50.0. -S&O pA.0
<br />(W/O CIVIL\P MID PANEL LEWN BOLT)
<br />USE 2'-B' MN, PANEL Lomw
<br />AT AL Ma MT#fC3
<br />r MAk( 1' iFNSFAt1A7XNN5 ONLY VM,D FOR WINO
<br />I. MW.1 SPEED UP TO 170 tn.p.h.
<br />Ile MAX GAP
<br />REGULAR
<br />STORM PANEL
<br />02 m w7m
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />L E C O lNc.
<br />GLOBAL PROTECTION PRODUCTS, LL
<br />Un
<br />481t0 AW, St STREET
<br />1,0. fL AM IWL,M6Y g11aPS - HINT
<br />: tA4f nt-W6, r...ti.6 an-+m
<br />OMAL FL 33314
<br />Mac: M+)M-7mal FAT:(w„4�-m7
<br />TAFhODN
<br />R0 S"O.0
<br />1/4'
<br />0
<br />1'
<br />PANE
<br />(SEE f
<br />ON SF
<br />TAPCON 2•X4".
<br />R O 6' O.C. PLA PLATE
<br />YiALd MOUNTINGS
<br />SCALE 3/8=1-
<br />OiJ3T/40SI@
<br />B51L`
<br />20-175
<br />ORNINC Nr
<br />(VAUD ONLY FOR PANELi;1 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MAIL "A
<br />PRESSUREDESIGN10
<br />(p.a15
<br />MAXIMUM
<br />WHORE
<br />SPACING
<br />FOR
<br />MIN E.0,
<br />PER SCHEDULE
<br />BELOW
<br />APPLICABLE
<br />1, TO SECTIONS
<br />M,.xh 1
<br />ANEL
<br />PtENGTH
<br />(R)
<br />MAX A.S.O.
<br />or"P
<br />PRESSURE
<br />(0.6-i-) RATING
<br />AU7GAHt1:1
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MIN E.D.
<br />PER SCHEDULE
<br />III
<br />BELOW
<br />APPLICABLE
<br />MNQMIJM
<br />PANEL
<br />(n-)
<br />TAPCON
<br />SCUD
<br />-SET
<br />FEMALE
<br />ID
<br />P �
<br />7AMA0-NNLM
<br />CAltf-Il
<br />TAP(bN
<br />SOUG-SETFEMALE
<br />10
<br />p�
<br />ZAMAC-MAkNi
<br />CAUf-M
<br />m
<br />m
<br />m
<br />m
<br />m
<br />m
<br />,0'
<br />OF THEM
<br />tq
<br />m
<br />m
<br />mm
<br />>+85-06
<br />+75, -75
<br />,3'
<br />it'
<br />i3^
<br />1r
<br />tr
<br />73'
<br />tr
<br />it
<br />1S'
<br />12`
<br />f3'
<br />1 )
<br />5'-6,
<br />qP
<br />IE
<br />47�•'�
<br />+77R-Ilan
<br />Ir
<br />5`
<br />73'
<br />40 i/2
<br />iS'
<br />6 1/r
<br />tr
<br />6 t/r
<br />7 1J2'
<br />5 IJr
<br />tr
<br />4 lj2'
<br />t (TOP)
<br />8'-6"
<br />OR
<br />LESS
<br />Ir
<br />it"
<br />it
<br />13'
<br />tr
<br />Ir
<br />13'
<br />Ir
<br />1r
<br />127
<br />it
<br />10'
<br />t (BOTTOM)
<br />la'
<br />0 1/2"
<br />13'
<br />73"
<br />tr
<br />Y
<br />1r
<br />9'
<br />10'
<br />7 i/2"
<br />Ir
<br />6'
<br />t (BOROY)
<br />13`
<br />it'
<br />13"
<br />13"
<br />-1r
<br />I3'
<br />1S"
<br />13'
<br />73•
<br />12"
<br />13"
<br />T6`
<br />2 iTOP)
<br />13'
<br />S'
<br />tr
<br />0 tj
<br />tr
<br />6 1/2'
<br />tY
<br />8 tfr
<br />7 1 r
<br />5 1/2"
<br />13`
<br />+ t/2`
<br />2 (LOP)
<br />13•
<br />it"
<br />Ir
<br />13'
<br />Ir
<br />Ir
<br />Ir
<br />13'
<br />IY
<br />12'
<br />tr
<br />IO'
<br />2 {BD,TOM)
<br />1r
<br />r
<br />t3'
<br />1r
<br />it
<br />9 1/2'
<br />it
<br />S 1Jr
<br />to I/2.
<br />7 1fr
<br />1r
<br />'8 iJ2"
<br />2 j@orrom)
<br />13"..
<br />1r
<br />73'
<br />iJ'
<br />t2'
<br />lr
<br />70'
<br />J
<br />13'
<br />T
<br />,3•
<br />t '
<br />3
<br />7 r
<br />r
<br />9 2
<br />/
<br />1J
<br />a12`tol
<br />/.
<br />/2
<br />�a /3"
<br />Ir
<br />9'
<br />3 (TOP)
<br />12 1/r
<br />2 1/2
<br />a Ile
<br />8 1f4•
<br />2 1/2..2
<br />1
<br />-
<br />-
<br />B 1/4'
<br />6 Ile
<br />3 (BOTTOM).
<br />-
<br />-
<br />2 1/2'12
<br />f/2
<br />6 t/4'
<br />6 Ile
<br />2 1/2'
<br />6 1/4-
<br />-
<br />-
<br />B IJ4'
<br />.6 1/4`
<br />3 (acim I
<br />8"
<br />r
<br />a'
<br />NF"
<br />a^
<br />C
<br />ds:°
<br />6 i/r
<br />7'
<br />5`
<br />8" -
<br />4 f/2'
<br />; (lt�)
<br />r
<br />3`
<br />r
<br />5 1/2"
<br />T`
<br />3 ,/Y
<br />a•
<br />4'
<br />4 1/r
<br />r
<br />6 9J2•..7
<br />If2
<br />4 (LOP)
<br />I
<br />8`
<br />@
<br />B
<br />@
<br />(BpftW)
<br />6
<br />e iJ2
<br />@
<br />6
<br />5 1/2
<br />r
<br />(BgT1gM)..
<br />93"
<br />11"
<br />i3`
<br />i3^
<br />1r
<br />Ir
<br />I3"
<br />13'
<br />13•
<br />i2"
<br />Ir
<br />TO-
<br />8 )
<br />7.3"
<br />B 1K
<br />Ir
<br />Ir
<br />Sr
<br />9•
<br />13`
<br />N'
<br />7A"
<br />7 1/2'
<br />fr
<br />it`
<br />IJ•
<br />1}•
<br />13"
<br />tr
<br />13`
<br />,r
<br />13'
<br />5 (BOTTOM).
<br />Ir
<br />7'
<br />Ir
<br />it
<br />tr
<br />8 112'
<br />1Y
<br />a 1/2'
<br />10 i/r
<br />7.iJ2"
<br />13'
<br />13"
<br />it"
<br />it
<br />la,
<br />tr
<br />l3"
<br />tr
<br />13"
<br />13"
<br />12"
<br />it
<br />,0"
<br />6 (T5
<br />13,
<br />r
<br />id"
<br />0 t
<br />tr
<br />$ ffr
<br />a3'
<br />8 3/2"
<br />7 iJ2.
<br />5 ff2'
<br />Tr
<br />• lfr
<br />5-(TOP)
<br />-
<br />-
<br />6 T/4"
<br />8 #f4'
<br />$IJ4'
<br />B If4`
<br />-
<br />-
<br />-
<br />-
<br />6 IJ4"
<br />B i/4`
<br />8 (ITT,")
<br />-
<br />6 IJ4"
<br />6 if4'
<br />8 1/4'
<br />tl Ile
<br />8 ifs•
<br />@If4"
<br />-
<br />8 if4'
<br />8 Ile
<br />6 (BOIL••)
<br />it
<br />7 ifr
<br />13'
<br />Ir
<br />13,
<br />IV
<br />it
<br />10"
<br />it"
<br />8'
<br />tr
<br />6 I/2'
<br />t (TOP
<br />>5,-Y
<br />TO
<br />8-0'
<br />fr
<br />S'
<br />23'
<br />O 1/2
<br />it
<br />6 t/r
<br />13'
<br />6 t/r
<br />7 I/2"
<br />5 tfr
<br />IS-
<br />4 I/r
<br />t (TOP)
<br />>54_6•
<br />TO
<br />Y-6'
<br />13'
<br />1 11r
<br />13"
<br />Ir
<br />13"
<br />10 1/2"
<br />it
<br />f0 1/2
<br />tt 1/2'
<br />r
<br />13'
<br />T
<br />I (BOTTOM)
<br />Ir
<br />6 YJr
<br />t3`
<br />Ir
<br />13•
<br />S'
<br />13`
<br />9'
<br />10"
<br />7 a/r.
<br />tr
<br />r
<br />1 (BOTTOM).
<br />13"
<br />7 1/r
<br />13"
<br />13.
<br />13`
<br />to'
<br />13,
<br />TO'
<br />IT*
<br />8'
<br />13•
<br />6 TJ2`
<br />2 (TON)-
<br />13"
<br />£
<br />it
<br />q iJ2
<br />73"
<br />6 I/r
<br />tr
<br />8 1/2'
<br />7 1/2'
<br />5 If2'.
<br />13'
<br />4 i/2'
<br />2 (TOP)
<br />13'
<br />7 lIr
<br />13'
<br />it
<br />137
<br />10 i/2
<br />it
<br />t0 1/2
<br />11 i/V
<br />a`
<br />1r
<br />7`
<br />2 (BOTTOM)
<br />13'
<br />Y
<br />13'
<br />13'
<br />Ir
<br />B 1/2"
<br />13`
<br />0 1/r
<br />TO t/2
<br />7 1/2`
<br />93`
<br />6 1/2'
<br />2 (BOTTOM)
<br />7 I/e
<br />13'
<br />is,
<br />it
<br />t0 I/2`
<br />13,
<br />10 1/2
<br />17 1/2
<br />8'
<br />tr
<br />Y
<br />3 (1(P)
<br />13'
<br />7`
<br />1r
<br />13"
<br />la-
<br />B 1/r
<br />13'
<br />9 1/2"
<br />0 1/2
<br />7 1fr.
<br />Ir
<br />6"
<br />3 (TLP)
<br />72 i/2
<br />2 ff2
<br />S Ile
<br />6 1/4'
<br />12 1/2'
<br />6 1/4'
<br />-
<br />-
<br />6 I/e
<br />6 1/4'
<br />3 (90TTPM)
<br />-
<br />-
<br />2 1/2
<br />12 I/2
<br />6 Ile
<br />d 1/4-
<br />12 1/2"
<br />B t/4'
<br />-
<br />-
<br />Is If4`
<br />d tf4'
<br />3 (86TFOM)
<br />3 1/2'
<br />W
<br />8'
<br />7 i/2'
<br />4`
<br />e'
<br />4 1/2"
<br />5'
<br />3 1/2'.
<br />T'
<br />r
<br />4 (TOP)
<br />7-
<br />3'
<br />8'
<br />5 I/2'
<br />r
<br />3 1/r
<br />8"
<br />A•
<br />4 1/r
<br />3•
<br />5 11r
<br />2.I/2`
<br />4 (1-)
<br />r
<br />8'
<br />(BOTTOM)
<br />8"
<br />-
<br />6 tJr
<br />_
<br />8'
<br />-
<br />8"
<br />-
<br />6 1/r
<br />-
<br />Y
<br />4 (BOTTOM)
<br />Ei"
<br />7 If2'
<br />13"
<br />it13'
<br />10 a/2
<br />13'
<br />10 I/2
<br />11 1/
<br />B'
<br />it
<br />7'
<br />(TBL')
<br />13'
<br />6 1/r
<br />Ir
<br />13'
<br />Ir
<br />S'13,
<br />1r
<br />to"
<br />7 i/2-
<br />Ir
<br />(ILIA)
<br />7 t/2"
<br />73'
<br />73"
<br />73'
<br />0 7j2
<br />13"
<br />t0 t/2'11
<br />,/2
<br />e'
<br />t3'
<br />7'
<br />{B0ITCTM)
<br />tr
<br />7'
<br />13'
<br />it
<br />13•
<br />9 t/2'
<br />13'
<br />9 1/r
<br />IO iJ2
<br />7 I/r7
<br />I/2'
<br />73`
<br />f3'
<br />t3'
<br />tO If2
<br />lr
<br />9( t/2
<br />11 tj
<br />8'
<br />lr
<br />T
<br />$ {ttP
<br />t3'
<br />S'
<br />1J"
<br />Ir
<br />6 1/2'
<br />t3'
<br />8 t/2'
<br />7 1/2'
<br />S fJr
<br />-
<br />6 9/4'
<br />8 1 4"
<br />6 1 4'
<br />b 14'.
<br />--
<br />-
<br />-
<br />--
<br />6 t/4'
<br />b if4`
<br />a 8O1T:x•)
<br />-
<br />-
<br />B T/4'
<br />6 1/ 4'
<br />6 Ile
<br />,S 1/4'
<br />-
<br />-
<br />-
<br />-
<br />e 1/4'..
<br />6 1 4'
<br />8 !")
<br />SEE SHEE,' 1 t MR ANCIWR3 TYPE a S Lam TOR mmuJogN6 INTO WON fm w MAL06Mffi.
<br />• kNWOW ANCHOR SPACIM ISO MN8IW EDGE OS WCE AN INDICATED ON THS SCHEPAL MR ED.
<br />LESS TWA INDICATED ON SCHWAS Rolm ANCHOR $PACN6 BY MULIPLWNO SPACING SHOWN ON
<br />SCNEMU BY THE FOLLOWING TAC70R& FOR THIS OPEMT0 N m BE P05,i1NE. ROXICED SPA W
<br />08TANED USING FACTOR SHALL ACT BE LESS THAN I.AMN SPADING IIWUM FOR FACTO ANCHOR I"E
<br />ON no $04MULL
<br />TYPE
<br />i. 4i
<br />ff4'4
<br />t/4'6
<br />1/4Y
<br />1J41
<br />//4".
<br />S,FGGa
<br />S6Ia-Nos,`
<br />7AY,C-1kAN
<br />H:tuL-N
<br />MINA60N ANCHOR SPALpp (In.)
<br />3
<br />3
<br />3
<br />3
<br />2 1K
<br />S to
<br />MNMNME96Ewimm MI
<br />3
<br />3 iK
<br />3•
<br />3
<br />3 tK
<br />3
<br />NTTANti RAM 0=
<br />3
<br />3 t/2•
<br />x ,jr
<br />3 t/2
<br />3 t/r
<br />4
<br />ALMA. ETXE mmwm )
<br />-
<br />FACTOR
<br />g ,
<br />DBE
<br />NiSa
<br />-
<br />-
<br />0.50
<br />076
<br />** SPA.dNGS ONLY VALID WHEN SPACER R USED SEE T 7 FOR MAX, AS.D.
<br />DESIGN LOADS &MALL PM&L LENGTHS WHEN SPACER IS
<br />1AX.
<br />.TROTH
<br />DAMO N
<br />ET 12)
<br />3ECTII N. R-_AA
<br />O REGULAR PANELS Q j,I E SA TY PANEL
<br />W( Li 1�10UNTINGS
<br />Li
<br />3/8.Y
<br />SEE SHM 15 A f8 FOR ANGI10R8
<br />AMGIRM ITS[
<br />1f4Y
<br />-
<br />vom
<br />TYPE & SPACING MR NSPUATIONS On
<br />WOOD FRAME 8110,09"
<br />1414" ANCHOR AND kNAILM
<br />w14WN. ANCHOR S4Mwm (a)
<br />3
<br />4 e". N1„mNx (HJ
<br />••WANttIA4 rpe4pyp d64A (ANT
<br />3
<br />EDGE DIMANCE ARE INOICATED ON THIS
<br />SOKIRAE OAR E.D. iffiS ikkN i1WMATCO
<br />ON SCHQDULE REDUCE ANCHOR SPwNO
<br />3
<br />AOBML IDES BIATN�
<br />RYd011
<br />9Y MIAtiPLYNO SPACING 64K6N1 oN
<br />SC Hmme Ff THE FOLLOWING FACTORS
<br />FOR THIS OPERATOR m BE POS9191E,
<br />REDUCED SPEW MAIMED U3Rm
<br />FACTOR SHALL NOT BE LESS THAN
<br />4ef
<br />3"
<br />os5
<br />WON" SPACING 1: TM FFR1 EiALH
<br />ANCHOR TYPE ON lH8 SCNmHx c
<br />3 1/2•
<br />TABLE
<br />/1 A
<br />A.S.O. bE5lGi4 IDAD
<br />MkVMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-B•
<br />> 40 PSF TO 50 PSF
<br />6'-2.
<br />> 50 PSF TO 60 PSF
<br />5'-10"
<br />A MAX, PANEL LENGTHS ARE ON Y VALID FOR INSTALLATONS
<br />W/ SCUD SET ANCHORS & W/ @3 SPACER AT 12 1/2- O.C.
<br />NO. 6
<br />1 sI",;, i
<br />No. 44167
<br />STA*' mag6 Erem. N .
<br />If
<br />TEOF
<br />s tOR 1LI O
<br />P.E Sfllf9QNRAEAM
<br />NurrIcons
<br />ii a 31
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />.ORAL PROTECTION PRODUCTS, LL
<br />AGOG s.W. 51 Sf"W
<br />WYW. FL. 3D3,4
<br />pflow. A54i8076M RR: (04Wm-0747
<br />+r.
<br />DAwAN Br,
<br />67/3TJIWM
<br />W70
<br />20-175
<br />OR:1•N0 IL2
<br />INIQ MOD STRUCTURES
<br />1A--
<br />4i f"
<br />WOOD HEADER W000 HEADER
<br />L..
<br />/ 4 + TAPCON � i 4'4 tAPfAN -
<br />\ L1 - 49'O.C. A jI OB�•OG.
<br />ACHOR
<br />V
<br />? i j
<br />3 (I
<br />(
<br />21/e ,
<br />ti 1J2'
<br />1/2. t 1/4^
<br />VAX
<br />I
<br />5.6: can w
<br />EXIB,1 1 t f`F-2mf' i t A FA
<br />ERGLASS r t 7
<br />If
<br />I 1 d.0C11, CAW T-47
<br />B N IwAx
<br />u_ I
<br />1" MAX, PANEL LENGTH
<br />P LENGTH p I B` (SEE ELEVATION
<br />R 7 (SEE li ET 1mf u I ON SHEET 12)
<br />" ---- f ON SHIEST 12)
<br />f fl 1
<br />min. i j Ra`---•' '
<br />ANA
<br />7 1 10"—SEPARATION.
<br />11 'U G1747•
<br />G i
<br />GLIUSS.
<br />i L/ 6'
<br />1
<br />�
<br />e nn I E0. i • tz Vl' oc I
<br />I
<br />I e
<br />FA. ._....._�._.�.._.m.�.! t \ I
<br />k
<br />rX4' WOW- .-gLj-- ' WOOD
<br />MATEPIATE
<br />t
<br />MOUIRED 1 L Ii - REQUIRED I
<br />1 } a Iles PARxvATE PLUS {,.ti ' jfA'4 PANELMATE PLUS
<br />[ ANCHOR 0 12 t/x O.C. I ANCHOR 0 12 1/2" O.C.
<br />i ) ti it
<br />ALTERNATIVE RjAW ALTERNATIVE R-3BW
<br />O REGULAR_ PANELS O LIFE SAFETY PANEL
<br />1,HHt/I1NfWAIWy
<br />WALL MQUaNGS
<br />�
<br />SCALE 3/8-l'Eise
<br />t 44167 � FLORIDA BUILDING CODE (Non Hi h Xaloc Hu cone Zone)
<br />°�'O tE''W
<br />24 GAGE GALVANIZED STEEL STORM PANEL �'n,
<br />z STATE OF
<br />1. INSTALLATION ARE ONLY VALID FOR MAX- A.S.D.
<br />DESIGN PRESSURE RATINGS (p.e.1) AND PANEL 5 pr f IL ECO INC. o7/rF/>m6
<br />COR c GLOBAL PROTECTION PRODUCTS, U.C. PINE
<br />LENGTHS AS PER ELEVATION ON SHEET 12
<br />Shy 'S/ON E m m�
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD A� !Y wr. 3Lw. 6c, a. xAE�WLmw 6n6eN, n msA
<br />TO BE SOUTHERN PINE No 2, W/ SPECIFIC WMINIMH4W\ !ff W..:, : tm6N F+, ow 4n-r6t: PHome (r )"o'-7 6: rw (04)m-.er67 20-175
<br />MEMBERS m-Mm .
<br />DENSITY OF 0.55 OR EQUAL PL BEWf&pM,TFFjM1E rMltm°\-o°°67 a PE NI:. ...e. .¢ ... w mn� Aw Wa
<br />9MRT 19 or t6
<br />N
<br />C
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<br />_
<br />C�
<br />N
<br />U
<br />N
<br />CD_
<br />O
<br />0
<br />.�
<br />Ca
<br />V
<br />-0
<br />n-
<br />�
<br />Q
<br />c
<br />O
<br />0
<br />�
<br />L
<br />O
<br />LL
<br />Cn
<br />E
<br />O
<br />Qi
<br />4
<br />L
<br />.�
<br />V
<br />4JJ
<br />04
<br />w
<br />tv �
<br />O
<br />t- L
<br />PW
<br />6..i
<br />@V
<br />3 aA
<br />d C2 Q
<br />tt3 m LLS a
<br />d = 1=
<br />w Qa
<br />% E
<br />� o
<br />o. w
<br />3-
<br />O
<br />w
<br />_ �� :..J:._ :It I.-.I.L__li I I>11ill LI;!II:lLa. lull r::li _.._....II I I I I I is - r i Tr
<br />SHEET NO.
<br />S H 1.4
<br />
|