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<br />M
<br />END CLOSURES T
<br />SAFETY A E—Z HANG MR M PANELL0) SYSTEMS
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<br />41 XR 6a61-T6 ALLOY
<br />W/ 1 tab. AAm Alm
<br />WE A (PLAN) CASE B (PLAN) CASE C (P QA5E D (PLAN)
<br />SCALE 1/4--l- SCALE: Ile -I' SCALE 1/4--l- SCALE 1/4--l-
<br />r` SNptiA-SET OR GALX-N
<br />PANELMAE
<br />POU(BD WKRETF„- 9N.O TRM AT YFEµ4LE�q
<br />OR O20X2EIE BLOCIX I TOR, 64TtX14 OR' i Rtl#TANaT:P[.t15 {�
<br />A a, 21 t YA 00 SNWS O1 OPEiMA 1 ,SClIEO18E ON ;I& 9,
<br />- TAN. PANEL. Olom VARIES f1 As APPLAC/BLE ( {�} RRAI4O REDUILwO f S 10 A;. 11.
<br />OVE Y FRAUE � NB1' g "" � � 7
<br />OPENING YAFnfI) MfNCRE1E. OQf1CRLTE
<br />x•44- wP60 PRONE g.
<br />,Rtlf 4« .
<br />13/4'
<br />/
<br />1--- (t OR4 <D 1 1 t
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<br />FORNUAll. TO
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<br />9 1
<br />CASE .G (PLAN'1
<br />•;'�iJ" SfJILf i/4'st'
<br />y1W.•'•v E(1{ N+, VATS) FOR DIRECT MOUNT INSTALLATION. ONLY dX
<br />•'�•
<br />CERTIFIED PANEL INSTNiATION AT WALLS w/
<br />No. 44167 SURFACE LEVEL YAWT06 WITHIN 3/4'
<br />FLORIDA BUILDING CODE Non HI h Velocity Nu calls Zane
<br />STATE OFg �D16 tE,9DD «� f,.
<br />CASE E [PLAN) CASE, E (PLAN) GALYAfR
<br />z 24 amYED STEEL STORM PANEL *AM ar,
<br />1/4'"•t' SCALE 1/4':1" DA••- FJ'DRID(''
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<br />IL E C O .ac. BAL PROTECTION PRODUCTS, LLC.
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<br />pE .BEK/NDNNDIO/a41E MILTEi1 m-amaw7fA', PtIN 41 pI,FNf'6 or r6
<br />(VAUD ONLY FOR PANEL(TIINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7)
<br />MAX. AS.O.
<br />Des"
<br />.
<br />PRI ICE
<br />MAT(" AWHORS SPACING FOR E.D. - AS %HO" ON SHEETS $ & 7.
<br />:APPUCABLE
<br />TO
<br />OANT
<br />OF
<br />OF THEM
<br />MANOMUY '.
<br />LENGTH
<br />(1L)
<br />TAPCON
<br />ICU SCREW
<br />PANEFEMALE T
<br />P PLUS
<br />D WSMNG.1
<br />13`
<br />13"
<br />13"
<br />13,
<br />13,
<br />1W cmp)
<br />13"
<br />13"
<br />13"
<br />13"
<br />13`
<br />iw (BOTiW)
<br />6 1/2'
<br />6 1/2-
<br />6 1/2-
<br />0 1/2'
<br />21f CLOP)
<br />-
<br />6 1/4-
<br />12 1/2*
<br />61/r
<br />2w (BOIL')
<br />511-0"
<br />e'
<br />B
<br />6
<br />d
<br />-3w
<br />CHIP)
<br />LESS
<br />13`
<br />I3"
<br />13`
<br />IV
<br />13'
<br />4w (MP)
<br />+'45. -45
<br />L65
<br />13'..
<br />13,
<br />13,
<br />13, -
<br />13"
<br />4W MOFTOM)
<br />13-
<br />13'
<br />13"
<br />13,
<br />B 1/2.
<br />tw (FOP)
<br />13'.
<br />t3'
<br />13"
<br />13,
<br />6"
<br />III (BOTTOM)
<br />$ IJ2"
<br />6 1/2"
<br />$. 1/Y
<br />6 iJ2"
<br />6 1/2"
<br />2W (TOP)
<br />8 1/4'..
<br />12 1/2'
<br />$ If4"
<br />(BOR1)
<br />>Sm-6-
<br />1/2'
<br />4"
<br />6 IX
<br />6 1 -
<br />(1T3>)
<br />14•-e
<br />4 1/2'
<br />4 Tf2"
<br />7"
<br />7"
<br />3W
<br />13"....
<br />13'
<br />i3"
<br />r3'
<br />B 1/2'
<br />(SDIT.)
<br />* SEE TAKE #I FOR M44(. Asa DESIGN LOADS & MAX. PAPER. LENGTHS WHEN SPACER ® IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX. AS&
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(p:etj
<br />( OVI UM ANCHORS SPACING MR ED, . AS MOWN ON SHEETS 0 & 7
<br />:.
<br />APPLrABLE
<br />ALTERNATM To
<br />_ 4. 11 ANY
<br />i�OF TH
<br />MAXINUM
<br />PANEL
<br />LENGTH
<br />ry,•
<br />(H).
<br />TAPOON
<br />LAC SCREW
<br />PANEI.MATE
<br />FEMALE 10
<br />PANE3IM•TE
<br />PLUS
<br />w000 smumo,
<br />13,
<br />13-
<br />I3'
<br />t3'
<br />I3'
<br />iwm
<br />13"
<br />13,
<br />13'
<br />T'
<br />B^
<br />iW (BOTTOM)
<br />6 1/2'
<br />a t/2"
<br />6 IIY
<br />6 IJ2'
<br />6 I/2'
<br />2W M
<br />81/4`
<br />12 I/2"
<br />6.114"
<br />7W (BUTT.')
<br />5
<br />7'
<br />7 ile
<br />9"
<br />6`
<br />(RIP)
<br />LESS
<br />7 1/2-
<br />6'
<br />11.6`
<br />-..
<br />3W (BOTTOM)
<br />13"
<br />IV
<br />13'
<br />Ty'
<br />13'
<br />4W (TOP)
<br />ro-45
<br />+75. -73
<br />13"
<br />13•
<br />tY
<br />i3'
<br />Ir
<br />4W M0110 )
<br />13"
<br />13"
<br />13•
<br />i3-
<br />16,
<br />tw
<br />t3-
<br />i3'
<br />13'
<br />13'
<br />6 1/4,
<br />1* (Elarmm)
<br />$ I/Y'
<br />$ 1/2".
<br />6 1/2'
<br />B I/r
<br />6.#/2-
<br />ra fiN9
<br />-
<br />-
<br />1 0 4/4-
<br />12 TI2"
<br />6 1/4'
<br />2W (BOIL.^)
<br />I fro,
<br />4 t/2'
<br />51...
<br />7 t/2'
<br />7 f/2'
<br />3w (UP)
<br />Y-5'
<br />5"
<br />5 1/2"
<br />6"
<br />$"
<br />-
<br />3W (mmiM)
<br />T3"
<br />12"
<br />13"
<br />13'
<br />(tap)
<br />IS"
<br />!V
<br />i3'
<br />13'
<br />4W:(BDFTOW
<br />* SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS 1
<br />USED, W1 11DiNG ONLY TO ALTERNATE 2W ON SHEET 6 4
<br />TAB
<br />a1 a
<br />A.= DESIGN LOAD
<br />MAX PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />61-8'
<br />> 40 PSF TO 50 PSF
<br />W-2,
<br />> 50 PSF TO 60 PSF
<br />5'-10,
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE iD OR PANEL MATE PLUS
<br />ANCHORS & W/ SPA{1�HA,µ7iaA Tj2, D.C.
<br />1/4-0 TAPCON
<br />INSIALLAIM DETAILS
<br />INTO POURED CONCRETE OR
<br />EQ.R UEE. SAFM PANEL
<br />CONCRETE BLOCK. STRUCTURES
<br />1/4"4 TAPOON
<br />Poum
<br />=w_RuE
<br />ANCfA9 R O ' 0.6-
<br />�iN3URE0
<br />ANCHORO 9' 0.C.
<br />OR
<br />CONCRETE SLOCX
<br />OONJCRE:IE 6LOg8I
<br />fteou S0.
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<br />�
<br />1/Y
<br />f4'
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<br />EIS
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<br />I f
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<br />'� ]j
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<br />.....,... _.
<br />8
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<br />I
<br />=...._
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<br />G TO CLASS.
<br />i
<br />_
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<br />EXISTING POU
<br />CONCRETE OR I i
<br />i
<br />CONCRt1E ,JR'
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<br />REOUYtED. Bl.Op1 ;
<br />i Iz i/A' DORmxRm
<br />CONCRETE BLOCIC
<br />I
<br />X 1
<br />LeMYD1AI�J
<br />I _ 1
<br />_
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<br />I/4'0 PA)tElAtA1E
<br />t/+"W PANELf4l0i
<br />.'ANCHOR O 12 t/2" D.C.PAN
<br />AWCFiCR (BEYONbjJBMBNEL
<br />WA1 NOS
<br />FOW
<br />Mf3IINNNfI
<br />NS'A"S�.•T1 A. rtyiy
<br />4
<br />FLORIDA BUILDING CODE Non HI h VelocityHurricane Zone'
<br />2 * . * ' * ?
<br />cm TLC° °�
<br />24 GAGE CiALVAFRZED STEEL STORM PANEL
<br />s ;rk' : $FATE
<br />�ZpF '�Dio —1L
<br />WAN m
<br />aths/
<br />L PROTECiT�1 PRODUCTS, LLD.
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<br />P6OULOXIN9 A#i0 N000 BUtOI766.
<br />AA1Ct1E0. ON SCHIERtAE 3T9i t� F4W1TtMV1•
<br />IBXCA7M ON 8'IiEDULE REDUCE ANCT4QR SPAA3PXi �
<br />MLtl9iYIN0 SPAC976 SNOwN ON gslff BY 11R
<br />FMI.DYIRR+G fAC70Ns. FOR 1f49 OPERUAN w 6E
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<br />(VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MM A.S.D.
<br />PRESSURE
<br />(VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MM A.S.D.
<br />PRESSURE
<br />MAXIMUM AWCHORR SPACING FOR NOR ED. PER SCIOXILE ZELOW
<br />E
<br />To SECTION15
<br />iAAADWfM
<br />PANELDESIGN
<br />fN-)
<br />MAIL
<br />MAX. As-0;
<br />DESIGN
<br />P
<br />(p:aaJ
<br />MA%6AIpi NXSiDRS SPACING :OR MIN M PER SCHEDULE BELOWf
<br />MBA
<br />PXEN$6i
<br />(�
<br />TAPCDN
<br />SOU@ -SET
<br />FEMALE
<br />2AMAO-WUN
<br />CALK-W
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<br />TAPWN
<br />SOLD-SQ
<br />FEMALE
<br />ID
<br />P 1�
<br />2MIAC-NAIfAi
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<br />m
<br />OF ITEM
<br />To
<br />10
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<br />ro
<br />w
<br />mRam
<br />ODWOM
<br />(IF THEN
<br />[Al
<br />+4$. -43
<br />LESS
<br />73•
<br />73'
<br />13
<br />T3'
<br />13 .
<br />Ts
<br />fs'
<br />13'
<br />1
<br />-:
<br />b -B^
<br />LESS
<br />$
<br />+W, -65
<br />13"
<br />13'
<br />/3"
<br />13-
<br />13"
<br />i3'
<br />i3"
<br />t3 "..
<br />13
<br />13
<br />t3"
<br />11 r !{TOP}
<br />,
<br />5 6'
<br />OR
<br />LEGS
<br />IV
<br />IV`
<br />13•
<br />iS
<br />IV
<br />13"
<br />137
<br />t3•
<br />,3•
<br />iS
<br />13"
<br />13,
<br />1 (gairr M1)
<br />W-
<br />iV
<br />13,
<br />13'
<br />13"
<br />13'
<br />13'
<br />13`
<br />13•
<br />13,
<br />is-
<br />11 N/2(BUTTON)13"
<br />i3"
<br />13`
<br />13'
<br />13,
<br />is'
<br />i3•
<br />13'
<br />13"
<br />/Y
<br />13'
<br />13"
<br />2 (TOP)
<br />i3'
<br />13"
<br />T3'
<br />13"
<br />i3"
<br />13,
<br />: TV
<br />13,
<br />13'.
<br />IV
<br />13"
<br />:1 t/2(TOP)
<br />137
<br />1S
<br />13"
<br />1Y
<br />13"
<br />13":.
<br />is'
<br />i3^
<br />IS'
<br />13'
<br />13'
<br />13"
<br />2 (BO17014)
<br />13'
<br />73'
<br />13'
<br />13`
<br />13,
<br />f3'
<br />IV
<br />13"
<br />13,
<br />13'
<br />i3'
<br />11 IJ2(ODCiam)
<br />t3"
<br />13`
<br />t3'
<br />13"
<br />13`
<br />13"
<br />!3'
<br />,3'
<br />13-
<br />13"
<br />r3'
<br />i3"
<br />3 (TOP)
<br />13"
<br />13"
<br />13'
<br />,3"
<br />13"
<br />I3`
<br />I3"
<br />13'
<br />13^.
<br />t3'
<br />13'
<br />i1 1/213
<br />(TOP)
<br />-
<br />1 r ! 2
<br />A2 t 2NI1'HIM)
<br />91 4'
<br />6 9 +^
<br />"21
<br />T2 1/2'.d
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<br />61 4 `3
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<br />1212'121
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<br />:14-6ie12
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<br />6 4"
<br />1 /
<br />61 e3
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<br />0'
<br />6"
<br />0-
<br />8"
<br />8^
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<br />$"
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<br />�"
<br />7 1/2'
<br />4 CHIP)
<br />B` :..
<br />6 1/2'
<br />$`
<br />B"
<br />5'
<br />f ^
<br />6 J2
<br />5
<br />7 , ^
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<br />0'
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<br />$ "
<br />4
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<br />..
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<br />6.
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<br />6•'
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<br />8•
<br />-
<br />8.
<br />-
<br />B°
<br />_
<br />6'
<br />-
<br />6'
<br />18"
<br />13'
<br />13'
<br />I3`
<br />IS-
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<br />13"
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<br />13'
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<br />6 (`TOP)
<br />13'
<br />13'
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<br />13"
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<br />13"
<br />13'
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<br />13'
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<br />6 T 4"
<br />6� :1JA'
<br />6 1/4`..
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<br />-
<br />-
<br />6 1/4"
<br />8 1/4.
<br />6 (80TL^')
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<br />S'
<br />13-
<br />10 1/2
<br />13"
<br />7`
<br />13'
<br />7'
<br />7 1/2
<br />5 1 /2
<br />13'
<br />4 i/2
<br />T. (TOP)
<br />>W-r
<br />70
<br />14•-4'
<br />IY
<br />6'
<br />fY
<br />73'
<br />-13"
<br />B If2"
<br />13"
<br />$ f/2
<br />9 1/2`
<br />6, iJ2'
<br />13'
<br />3 lj2'
<br />i (mPj
<br />-
<br />>V-r
<br />TO
<br />W_Jr
<br />13"
<br />7`
<br />13`
<br />13'
<br />IV
<br />9 1/2
<br />9Y
<br />9 1/2
<br />10 1/2
<br />7 1/2:
<br />13"
<br />0`
<br />1 (6oTrOH4)'
<br />13,
<br />7 I/Y
<br />r3'
<br />13`
<br />I3"
<br />to'
<br />t3•
<br />so,
<br />It.
<br />e'
<br />13•
<br />a 11Y
<br />t (6atTON):.
<br />I3"
<br />5^
<br />13'
<br />10 1
<br />13'
<br />T
<br />O3'
<br />7"
<br />7.1/2.
<br />5 1/2
<br />t3`
<br />4 1/2"
<br />2 (TOP)
<br />13'
<br />8'
<br />13'
<br />13,
<br />13`
<br />8 IJ2`
<br />13'
<br />$ 1/2'
<br />9 1/Y
<br />6 i/2'
<br />13'
<br />3 i/2.
<br />2 (TOK
<br />t3"
<br />7`
<br />13•
<br />13'
<br />13"
<br />9 1/2
<br />IY
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13`
<br />6 1/2"
<br />2 (Wgii(RM}
<br />131
<br />7 1/2,
<br />13"
<br />I3-
<br />T3'
<br />io'
<br />t3`
<br />III*
<br />it,
<br />6'
<br />13,
<br />6 1/Y
<br />2 (8D55W)
<br />IV
<br />7'
<br />ur
<br />13'
<br />13'
<br />2 1/2
<br />IS'
<br />91/2
<br />10 1/2
<br />7 1/2
<br />13•
<br />6 I/2.
<br />3 (TOP)
<br />tS
<br />7 1/2•
<br />13,
<br />13"
<br />73'
<br />IV*
<br />I3"
<br />IO'
<br />11'
<br />6"
<br />13`
<br />6 f/Y
<br />3 (TOP)
<br />12 1/2.12
<br />1/2
<br />6 1/4.
<br />6 1/4'
<br />2 i12
<br />4.114'
<br />6 1/4'
<br />6 1/4'
<br />3 (BOTTOM)
<br />2 t/Y
<br />2 1/2
<br />6:1/4"
<br />6 1/0
<br />12 I
<br />12 I/2,
<br />8 1/4'
<br />6 1/4"
<br />3 (/yi3.N,�G-4
<br />7"
<br />3"
<br />8"
<br />5 1/2"
<br />7'
<br />3 1/2'
<br />6"
<br />4'
<br />4 1/2'
<br />V
<br />5 1/2'
<br />3'
<br />4 (TOP)
<br />7 1/2"
<br />3'
<br />d-
<br />8"
<br />T
<br />I&
<br />8"
<br />4'
<br />4 IJ2"
<br />3 1/2'
<br />6 1/2"
<br />3'
<br />4 CW)
<br />8'
<br />6•
<br />8'
<br />6'
<br />5 1/2'
<br />7 1/2'
<br />4 (B(ATOED
<br />6'
<br />0'
<br />B'
<br />-
<br />8`
<br />5 1/2•
<br />7 1J2'
<br />(8011011)'
<br />i3'
<br />7'
<br />13•
<br />13•
<br />IV
<br />$.1/2`
<br />13`
<br />4 IJ2'
<br />0 1/2.
<br />7 1/2"
<br />1V
<br />6-
<br />5 (TOP)
<br />IV`
<br />8 1/Y
<br />13'
<br />13,
<br />13,
<br />IW
<br />13`
<br />IO'
<br />ti'
<br />8'
<br />t3"
<br />6 1/2'
<br />5 (TOO)
<br />13"
<br />7'
<br />t3•
<br />t3`
<br />13-
<br />9 i/2•
<br />t3`
<br />8 i/2'
<br />0 i/2
<br />7 1/2"
<br />i3'
<br />0 I/2'
<br />(Sorm)
<br />t3-
<br />6 IJ2'
<br />13"
<br />13,
<br />73'
<br />10"
<br />is,
<br />10,
<br />11,
<br />8"
<br />13'
<br />a 1/2.
<br />5 (BOTTOM)
<br />IS"
<br />5"
<br />t3"
<br />TD I/2
<br />13'
<br />7'
<br />i3'
<br />7'
<br />7 iJ2'..$
<br />t/2"
<br />43"
<br />4 iJ2`
<br />6 (7Op)..
<br />13'
<br />$"
<br />13"
<br />,3'
<br />IS'
<br />B IJ2',
<br />13,
<br />d 1/Y
<br />9 1/2"
<br />6 1 4'
<br />6 1/4-
<br />6..IJ4.
<br />0 TJ+'...
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<br />SIWMIALE BY THE FOULOWIM FACTORS. FOR TIq.S OPi3LAiXM TO � PD5S91X �ONICEo SPACWf
<br />OBTAINED IISmd WREN OWL EMT IK UW THAN fA11tWLi SnLCAM R.OXV.Tm FOR fAX31. ANCHOR 117E
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<br />DESIGN L(3AD5 & MAX, PANEL. I�WHE(N'SPA�4 Mr tdSfD..
<br />,(SEE SECTIONS & ALTERNATIVES ON SHMTS 11 14, IS
<br />j 3" MAX.. R-to/t',A, R-2A/131 R-3A/14. R
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<br />PANEL
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<br />5'-8"
<br />> 40 PSF TO 50 PSF
<br />6•-2"
<br />> 50 PSF TO 60 PSF
<br />W-10'
<br />A MAX. PANEL LENGTHS ARE VALID FOR INSTALLATIONS
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<br />R-3B/14.
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<br />I/t" MAX, BAP
<br />WEE SAFETY STORM PANEL M ELEYATIQN (t)
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<br />1. INSTALLAl10N ARE ONLY VALID FOR A.S.D. DESIGNWAN
<br />PRESSURE RATINGS (p.«.1) AND PANEL LENGTHS. AS
<br />PER ELEVATION ON SHEET IL
<br />2 FOR NEW WOW FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE MUTHERN :PINE No 2, Wj SPECIFIC
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<br />SCHEDULE EQR REGULM STORM PANEL M INSTALLATIONS INTO CONCREn & QQbICRETE ZMK MUCTURES
<br />(VALID ONLY FOR PANEL C) INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />/GWG BELOWIII /4A%WIUM Af4fk1OR5 SPAI2NC FOR MIN ED. PER SpEOLAE B60W
<br />DESIGN A.S.D. 1AAXW1I/ ANClf0i5 SPACING FOR MIN ED. PER SGIFUII.£ MNRIPANEL M DE IGN � SPANEL
<br />PRESSURE TAPCON SOLID -SET ANELA W F PLUS UAI AC-W" CAUX-I N 1(.Mp)
<br />LENGTH PRESSURE TAPOON Swo-5E1 � P TE 71HAC-NA1UN GUC-N g L N"
<br />PM
<br />(P�) 70 ro in w m m }ITEM () (Aw , ,f) 10 w t6 w m (a)
<br />13• i1- 137 iY 13' 13" f3" 13' 13` f2' !Y III* P) IS' $' 1S" 0 r it 5 1/2 IV 6 IJ2" 7 1/Y 5. r/2` iY 4 1/2• t
<br />13- i1" tY 13, T3" it 13• i3' 13• 12• 13• 10` :now) 13" 6. 1/Y 13` IS" 73` 9• 12r v TO` 7 tJs" IV e- I (13 sm)
<br />13` ii' SS- Ir 13' 13" 13- 13• 13` IY t3' IV) t3" '. 51 i3" 10 i TV 6 1/2` Jr '6 1/1" 7 11 5'1/2" F 4 1/2" )
<br />i3 11 13 1S 13 13' 13 /3 1J tY 13 I nOM) t3" 7' T3 t3' t3"1/2-/3 /2 /2- 12 13 1/2 (8I1'10M)
<br />^ 9 i 2'101 -71 3 ' Y t^ f 9 1 " 3 J2 t3" 8
<br />t` t 3' 13' IJ' t2^ 13' tOP)W-43f3' 13' 3 3' i2 1 f. /2 (TIP)
<br />!3' 19" 93" 13' 3 Y 1
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<br />- - 2 1 2 / / / 2 !2 J2 - - J lirrIM} OR - /2 /2 / / / ! "` / / (6O1T9M) OR
<br />LE'45. LESS
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<br />6 e • d 6 s• 5 s1cM) e 6 /2 6 d f2" i• 4 {1fOT10M}
<br />t3' I7' 13" 13- - I3' 11 13" 13" 13• 12' 13• 10' P) 13` 6 t/Y 13- 13` it 9- t3` 9" 10"
<br />is, it' i3` 13" TV 93' 13" 13• 13• 12` is- la'TIUM) t3" 7' 13, I3" !3" 9 1/2' IY 0 1/2' 10 1/2 7 1/Y f3' : IV d ($01111M)
<br />it 11" 13" 13' i3" 13" i3" 13, 13" i2" 13" t0` P) tY 5" 13` 10 T Jr 6 1/2" 13' 6 1/2' 7 1/2. 6 1/2' 13' 4 i ` 6 (T00)
<br />>465, -66 _ - 6 1/4. 6 IX S 1/4' 6 I/4' - - - - 6 1/4' 0 Ile01T.F) +7 L -75 - - 6 1/4' 6 I/4'. 6 1/4` 6 k 4" 8 1 4` 6 t 4' - - 6 L 4- a Ile 6 (Nail.»)
<br />t5' 7 12 /3' t3" 13' 10• 13• IV ii' 8' Ir 6 i/2 J2 /3' 6 i /2 t 11P
<br />+75, -70 ! ') +111M-119.8 13' 5` lY 40 , /2- i3' 6 1/Y 7 1 $ 1/2- 43' 4 1
<br />13' 7 f/2". 13' t3" IS' 0 t/2' I3' 10 1/2 11 1/2- d' T3' 7' 1 GionvM) IS' 6 1/Y i3' 13` 13" 9' 13` 9' 10' 7 1/Y 13' 6" 1 (wriw
<br />Ir 7 1/2' 13' it 1Y 10, Ir 10' 1r d• Jr - 6 1/2' 2 (TOP) 13' 3' 13" 10_1/2' I3• 8 1/2'K21/2'
<br />6 1/2:7 1/2' 5 1/2- i3' 4 1/2' 2 (TOP)
<br />13' 7 1/2" 13" 1V !3' 0 1/2 13• 10 1/2 1 1/Y 8" t3" 7' 2 (BUTTON) ii• r 13" t3' 13- 9 1/2'9 i/2' 0 1/2. 7 1/2" 13' 6 1/2' 2 (9011OUD
<br />i3" 7 t/Y 13' 13, ,3' 0 1/ )3' 0 1/2 11 i/2" 8' iS 7- 3 (TOP) Ir 7- t3- T3" ,S 9 1/2'9 1/2' 0 1/2 7 1/27 13' 8 3 crop)
<br />2 1/2-12 1 -6 1/4' B 1/4' 2 1/2' 6 1/4" - - 6 1/4. 8 1/4" 3 (BOTiON) To - - 2 1/2 12 1/ b 1/4" 6 1/4' 6 1/4" - - $ 1/4"'6 ve 3 (woo TO
<br />71/2• 31/2' 8' 6' 7 1/24` W A 1/2- 6" 3 1/Y T 3• 4 (TOG) 6-D• T 3' B' 5 1/2'T 3 1/2- 4' 4 1/2- Y' 6 t/2" 2 1/2" 4 CW) Y-5'
<br />r 6' B• d-' 8. (i,"pTTOM) d4 I/2` 6' 5 1/2^ 3" (BUTTON)
<br />13' 7 1/2' 13, 13'2 d' 13` 7' S (TI j 73" a 1/2I3" i3- 13` 9' 9' 10' 7 t/2" t3" 6" {TOP)
<br />13' 13` 13` to lf2 13' to 1/2. 11 ,/2 8- IJ' 7" 5 {13Ot1oM} 13" Y iJ' i3` 13` 91/2.9 1/2' 10 t/2 7 t/2' 13' 6" 5 (BarroM)
<br />313, t3` ot/ t3' 10 tJ2 11 1 6^ 13' i 8 {TOP) 13` $' U' 1V 6 t/Y B I/Y 7 1/2':6 I/2' O3' 4 1/2.6 (TGPj
<br />- - b 1 4' 6 tf4" S(6OTT.+') - - 1/4' 6 1/4" - - - e. :a.
<br />SEE SHW It MR ANCHORS TYPE 8 VA" raft NSIADAOWNS BOO WOOD FMX 81MJY"M
<br />e KWAUI N04MM VAONIW AO MV" EORE DWANCE ARE PIOCATIM ON INS SC1WB" MR E.D.
<br />LEN TAW IND MM ON SCHEIKI E REDUCE ANOMN SPAAM 9f WA.Tt111N0 SPA W SNO«1i ON
<br />SCHEDULE Bf THE FOU MRA FACYCAL f!M 1MS CKMTON m BE POMMLi. REd= SPRCe1G
<br />WOO USING FACTOR SHALL Not eE LMS TNYC i MMU SPACM RANDOM FOR EACH A XIM TYPE
<br />ON THIS SclrolAE.
<br />ANCHOR! TWNE , eo IIV. 1/4. 1/4'i ,/4i 1/4'.
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<br />ABMRiA4 WIFE (Ma 3 11/r' 3' 3 31/i" 3
<br />I)MANCEOM tun, 3... 3 T(2' S ,/A' 3 1/2 3 Vr 4
<br />AORB,L EDGE umemB ,) FACTOR
<br />a SPACINGS ONLY VALID 9& SPACER IS USES. SEE I FOR MAX. ASD.
<br />DESIGN LOADS & MAX PANEL WHEN SPACER IS USED.
<br />1REGULAR PANELS . 0�.�AM'I r71.1aLi.,.1.LN.11w\
<br />WALL M�N71NGs
<br />SCALE sl$-a"
<br />t/4'.
<br />1TMC! SPAC'M FOR 94TA.1AAVNS, KM ANCHORS ANpMR T4WE wwv,
<br />waA" ANOWR I v4m (w) _3
<br />WHIVAL � E.B..mu I.. i�XOATM # K�O.1 ,1•- - s
<br />ON schro E ttmm ANCHOR SpA43NC oAxYr!. tm iAa} 3.
<br />dY LI1Ri1PLYIIC SPACING SUSHI DN AOMOL am amm "Am
<br />SCHEDME BY INE FOLLOW10 fAC70R6.
<br />me Tf6S afteu DN TO iK p E,
<br />Rmu m SPACING ONWAM LfSMG - pH1
<br />FACTOR SWILL NOT S LESS
<br />Mw4" SPVMV WbiRIM FOR
<br />MOM TYPE ON THIS sCNF - -
<br />3
<br />TAHIIr it A
<br />A S.D. DESIGN LOAD MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS W-B"
<br />> 40 PSF TO 50 PSF W-2'
<br />> 50 PSF TO 6O PSF 5 -10,
<br />A MAX. PANEL LENGTHS ARE Y VALID FOR INSTALIRTI(N4S
<br />W/ SOUD SET ANCHORS & W/ SPACER AT 12 1/2. O.C.
<br />•i ":, ._0
<br />;m
<br />TON
<br />12)
<br />Q
<br />INIQ -WOOD STRUCTURES
<br />,�_/ HilOER if RED
<br />\ t 4•« TAPCO11 I : t 4'4 TAPCON
<br />\ 1 -IM 1 AI1C4iDR O 2 HOR O 9- O.C.
<br />/2• 11/4-
<br />[
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<br />6 _
<br />EXISTt,{,BB 1 I/+Y-m.,' 16S eatis. W
<br />A....-.,,.__ r---F--
<br />11
<br />MAX
<br />II 1 "L' MAIL 1 ). PANE- LENGTH
<br />PANEL LENGTH II ! (SEE ELEVATION 4 (SEE ELEVATION
<br />ON SHEET 12) da I --�Ziilf—'y�f ON SHEET 12)
<br />q� f ARATIOR—
<br />.
<br />8 ; ' - GLASS.
<br />1 6`
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<br />L 0 12 1/2 O.C. , 3 Y t ANCHOR o I2 f/2. o.I.
<br />9� Sti ttu, it
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<br />M s
<br />_ 0. 44167 FLORIDA BUILDING CODE (Nan Wall Vetoo Hu cons Zone)
<br />_ * * tl020 MOEC4 S,a F.P.
<br />s' u GAGE GALVANIZED STORM PANEL
<br />-cL STEEL
<br />I. BN5TALlATION ARE ONLY VALID FOR MAX. AB:O. - STATE � •:ty��
<br />DESIGN PRESSURE RATINGS (p.e.f) AND PANEL;y0^�:• fLOR EY GLOBAL PROTECTION PRODUCT'S, LLD. a
<br />LENGTHS.: AS PER ELEVATION ON SHEET 12. 5 ......... )i:4 E C O tNe.
<br />2; FOR NEW WOOD FRAME CONSTRUCTION: WOOD �r SIQNALti� s.>7G7 No ti
<br />''Vi3Ma.
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<br />DENS()1' OF 0,55 OR EQUAL Boyp° "° y °° «.. .e1 wA. mvrm" Na
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<br />e KWAUI N04MM VAONIW AO MV" EORE DWANCE ARE PIOCATIM ON INS SC1WB" MR E.D.
<br />LEN TAW IND MM ON SCHEIKI E REDUCE ANOMN SPAAM 9f WA.Tt111N0 SPA W SNO«1i ON
<br />SCHEDULE Bf THE FOU MRA FACYCAL f!M 1MS CKMTON m BE POMMLi. REd= SPRCe1G
<br />WOO USING FACTOR SHALL Not eE LMS TNYC i MMU SPACM RANDOM FOR EACH A XIM TYPE
<br />ON THIS SclrolAE.
<br />ANCHOR! TWNE , eo IIV. 1/4. 1/4'i ,/4i 1/4'.
<br />>u n mr v� Prmn ou¢ w
<br />MRAMI ANCHOR SPACING G .) 3 .} 3 3 2 I/P 7 1/2
<br />ABMRiA4 WIFE (Ma 3 11/r' 3' 3 31/i" 3
<br />I)MANCEOM tun, 3... 3 T(2' S ,/A' 3 1/2 3 Vr 4
<br />AORB,L EDGE umemB ,) FACTOR
<br />a SPACINGS ONLY VALID 9& SPACER IS USES. SEE I FOR MAX. ASD.
<br />DESIGN LOADS & MAX PANEL WHEN SPACER IS USED.
<br />1REGULAR PANELS . 0�.�AM'I r71.1aLi.,.1.LN.11w\
<br />WALL M�N71NGs
<br />SCALE sl$-a"
<br />t/4'.
<br />1TMC! SPAC'M FOR 94TA.1AAVNS, KM ANCHORS ANpMR T4WE wwv,
<br />waA" ANOWR I v4m (w) _3
<br />WHIVAL � E.B..mu I.. i�XOATM # K�O.1 ,1•- - s
<br />ON schro E ttmm ANCHOR SpA43NC oAxYr!. tm iAa} 3.
<br />dY LI1Ri1PLYIIC SPACING SUSHI DN AOMOL am amm "Am
<br />SCHEDME BY INE FOLLOW10 fAC70R6.
<br />me Tf6S afteu DN TO iK p E,
<br />Rmu m SPACING ONWAM LfSMG - pH1
<br />FACTOR SWILL NOT S LESS
<br />Mw4" SPVMV WbiRIM FOR
<br />MOM TYPE ON THIS sCNF - -
<br />3
<br />TAHIIr it A
<br />A S.D. DESIGN LOAD MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS W-B"
<br />> 40 PSF TO 50 PSF W-2'
<br />> 50 PSF TO 6O PSF 5 -10,
<br />A MAX. PANEL LENGTHS ARE Y VALID FOR INSTALIRTI(N4S
<br />W/ SOUD SET ANCHORS & W/ SPACER AT 12 1/2. O.C.
<br />•i ":, ._0
<br />;m
<br />TON
<br />12)
<br />Q
<br />INIQ -WOOD STRUCTURES
<br />,�_/ HilOER if RED
<br />\ t 4•« TAPCO11 I : t 4'4 TAPCON
<br />\ 1 -IM 1 AI1C4iDR O 2 HOR O 9- O.C.
<br />/2• 11/4-
<br />[
<br />I
<br />6 _
<br />EXISTt,{,BB 1 I/+Y-m.,' 16S eatis. W
<br />A....-.,,.__ r---F--
<br />11
<br />MAX
<br />II 1 "L' MAIL 1 ). PANE- LENGTH
<br />PANEL LENGTH II ! (SEE ELEVATION 4 (SEE ELEVATION
<br />ON SHEET 12) da I --�Ziilf—'y�f ON SHEET 12)
<br />q� f ARATIOR—
<br />.
<br />8 ; ' - GLASS.
<br />1 6`
<br />_
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<br />:. !' 4"P PAAEEMATE * r PRO. AWF2F2.12 1 1* O.
<br />L 0 12 1/2 O.C. , 3 Y t ANCHOR o I2 f/2. o.I.
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<br />_ * * tl020 MOEC4 S,a F.P.
<br />s' u GAGE GALVANIZED STORM PANEL
<br />-cL STEEL
<br />I. BN5TALlATION ARE ONLY VALID FOR MAX. AB:O. - STATE � •:ty��
<br />DESIGN PRESSURE RATINGS (p.e.f) AND PANEL;y0^�:• fLOR EY GLOBAL PROTECTION PRODUCT'S, LLD. a
<br />LENGTHS.: AS PER ELEVATION ON SHEET 12. 5 ......... )i:4 E C O tNe.
<br />2; FOR NEW WOOD FRAME CONSTRUCTION: WOOD �r SIQNALti� s.>7G7 No ti
<br />''Vi3Ma.
<br />MEMBERS TO BE SOUTHERN PINE No 2.. W/ SPECIFIC ANNUNH,Iu+ «..�.:: pe�tAro-rw,,+„'p °m-, Pwa+r; (66+10N-75t3; TAX: (Od4 -117k7 26-175
<br />DENS()1' OF 0,55 OR EQUAL Boyp° "° y °° «.. .e1 wA. mvrm" Na
<br />P2. lr�,/1M1E 4TALtFR A "'Iff - b0 E1 ® : s
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<br />WALL M�N71NGs
<br />SCALE sl$-a"
<br />t/4'.
<br />1TMC! SPAC'M FOR 94TA.1AAVNS, KM ANCHORS ANpMR T4WE wwv,
<br />waA" ANOWR I v4m (w) _3
<br />WHIVAL � E.B..mu I.. i�XOATM # K�O.1 ,1•- - s
<br />ON schro E ttmm ANCHOR SpA43NC oAxYr!. tm iAa} 3.
<br />dY LI1Ri1PLYIIC SPACING SUSHI DN AOMOL am amm "Am
<br />SCHEDME BY INE FOLLOW10 fAC70R6.
<br />me Tf6S afteu DN TO iK p E,
<br />Rmu m SPACING ONWAM LfSMG - pH1
<br />FACTOR SWILL NOT S LESS
<br />Mw4" SPVMV WbiRIM FOR
<br />MOM TYPE ON THIS sCNF - -
<br />3
<br />TAHIIr it A
<br />A S.D. DESIGN LOAD MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS W-B"
<br />> 40 PSF TO 50 PSF W-2'
<br />> 50 PSF TO 6O PSF 5 -10,
<br />A MAX. PANEL LENGTHS ARE Y VALID FOR INSTALIRTI(N4S
<br />W/ SOUD SET ANCHORS & W/ SPACER AT 12 1/2. O.C.
<br />•i ":, ._0
<br />;m
<br />TON
<br />12)
<br />Q
<br />INIQ -WOOD STRUCTURES
<br />,�_/ HilOER if RED
<br />\ t 4•« TAPCO11 I : t 4'4 TAPCON
<br />\ 1 -IM 1 AI1C4iDR O 2 HOR O 9- O.C.
<br />/2• 11/4-
<br />[
<br />I
<br />6 _
<br />EXISTt,{,BB 1 I/+Y-m.,' 16S eatis. W
<br />A....-.,,.__ r---F--
<br />11
<br />MAX
<br />II 1 "L' MAIL 1 ). PANE- LENGTH
<br />PANEL LENGTH II ! (SEE ELEVATION 4 (SEE ELEVATION
<br />ON SHEET 12) da I --�Ziilf—'y�f ON SHEET 12)
<br />q� f ARATIOR—
<br />.
<br />8 ; ' - GLASS.
<br />1 6`
<br />_
<br />�vV7w
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<br />'PRATE J I PLATE
<br />V 6fE0 REo RE(MAtLEO
<br />:. !' 4"P PAAEEMATE * r PRO. AWF2F2.12 1 1* O.
<br />L 0 12 1/2 O.C. , 3 Y t ANCHOR o I2 f/2. o.I.
<br />9� Sti ttu, it
<br />.L. " FE .a�M1��
<br />p4uPNlNbyq
<br />WALL hfDUtMNOS
<br />SOME 3/&.1` �, p �I'"4q(• ✓9 y
<br />M s
<br />_ 0. 44167 FLORIDA BUILDING CODE (Nan Wall Vetoo Hu cons Zone)
<br />_ * * tl020 MOEC4 S,a F.P.
<br />s' u GAGE GALVANIZED STORM PANEL
<br />-cL STEEL
<br />I. BN5TALlATION ARE ONLY VALID FOR MAX. AB:O. - STATE � •:ty��
<br />DESIGN PRESSURE RATINGS (p.e.f) AND PANEL;y0^�:• fLOR EY GLOBAL PROTECTION PRODUCT'S, LLD. a
<br />LENGTHS.: AS PER ELEVATION ON SHEET 12. 5 ......... )i:4 E C O tNe.
<br />2; FOR NEW WOOD FRAME CONSTRUCTION: WOOD �r SIQNALti� s.>7G7 No ti
<br />''Vi3Ma.
<br />MEMBERS TO BE SOUTHERN PINE No 2.. W/ SPECIFIC ANNUNH,Iu+ «..�.:: pe�tAro-rw,,+„'p °m-, Pwa+r; (66+10N-75t3; TAX: (Od4 -117k7 26-175
<br />DENS()1' OF 0,55 OR EQUAL Boyp° "° y °° «.. .e1 wA. mvrm" Na
<br />P2. lr�,/1M1E 4TALtFR A "'Iff - b0 E1 ® : s
<br />^ #NTT tk OP le
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<br />SHEET NO.
<br />SH 1.4,
<br />TAHIIr it A
<br />A S.D. DESIGN LOAD MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS W-B"
<br />> 40 PSF TO 50 PSF W-2'
<br />> 50 PSF TO 6O PSF 5 -10,
<br />A MAX. PANEL LENGTHS ARE Y VALID FOR INSTALIRTI(N4S
<br />W/ SOUD SET ANCHORS & W/ SPACER AT 12 1/2. O.C.
<br />•i ":, ._0
<br />;m
<br />TON
<br />12)
<br />Q
<br />INIQ -WOOD STRUCTURES
<br />,�_/ HilOER if RED
<br />\ t 4•« TAPCO11 I : t 4'4 TAPCON
<br />\ 1 -IM 1 AI1C4iDR O 2 HOR O 9- O.C.
<br />/2• 11/4-
<br />[
<br />I
<br />6 _
<br />EXISTt,{,BB 1 I/+Y-m.,' 16S eatis. W
<br />A....-.,,.__ r---F--
<br />11
<br />MAX
<br />II 1 "L' MAIL 1 ). PANE- LENGTH
<br />PANEL LENGTH II ! (SEE ELEVATION 4 (SEE ELEVATION
<br />ON SHEET 12) da I --�Ziilf—'y�f ON SHEET 12)
<br />q� f ARATIOR—
<br />.
<br />8 ; ' - GLASS.
<br />1 6`
<br />_
<br />�vV7w
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<br />'PRATE J I PLATE
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<br />:. !' 4"P PAAEEMATE * r PRO. AWF2F2.12 1 1* O.
<br />L 0 12 1/2 O.C. , 3 Y t ANCHOR o I2 f/2. o.I.
<br />9� Sti ttu, it
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<br />M s
<br />_ 0. 44167 FLORIDA BUILDING CODE (Nan Wall Vetoo Hu cons Zone)
<br />_ * * tl020 MOEC4 S,a F.P.
<br />s' u GAGE GALVANIZED STORM PANEL
<br />-cL STEEL
<br />I. BN5TALlATION ARE ONLY VALID FOR MAX. AB:O. - STATE � •:ty��
<br />DESIGN PRESSURE RATINGS (p.e.f) AND PANEL;y0^�:• fLOR EY GLOBAL PROTECTION PRODUCT'S, LLD. a
<br />LENGTHS.: AS PER ELEVATION ON SHEET 12. 5 ......... )i:4 E C O tNe.
<br />2; FOR NEW WOOD FRAME CONSTRUCTION: WOOD �r SIQNALti� s.>7G7 No ti
<br />''Vi3Ma.
<br />MEMBERS TO BE SOUTHERN PINE No 2.. W/ SPECIFIC ANNUNH,Iu+ «..�.:: pe�tAro-rw,,+„'p °m-, Pwa+r; (66+10N-75t3; TAX: (Od4 -117k7 26-175
<br />DENS()1' OF 0,55 OR EQUAL Boyp° "° y °° «.. .e1 wA. mvrm" Na
<br />P2. lr�,/1M1E 4TALtFR A "'Iff - b0 E1 ® : s
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<br />A MAX. PANEL LENGTHS ARE Y VALID FOR INSTALIRTI(N4S
<br />W/ SOUD SET ANCHORS & W/ SPACER AT 12 1/2. O.C.
<br />•i ":, ._0
<br />;m
<br />TON
<br />12)
<br />Q
<br />INIQ -WOOD STRUCTURES
<br />,�_/ HilOER if RED
<br />\ t 4•« TAPCO11 I : t 4'4 TAPCON
<br />\ 1 -IM 1 AI1C4iDR O 2 HOR O 9- O.C.
<br />/2• 11/4-
<br />[
<br />I
<br />6 _
<br />EXISTt,{,BB 1 I/+Y-m.,' 16S eatis. W
<br />A....-.,,.__ r---F--
<br />11
<br />MAX
<br />II 1 "L' MAIL 1 ). PANE- LENGTH
<br />PANEL LENGTH II ! (SEE ELEVATION 4 (SEE ELEVATION
<br />ON SHEET 12) da I --�Ziilf—'y�f ON SHEET 12)
<br />q� f ARATIOR—
<br />.
<br />8 ; ' - GLASS.
<br />1 6`
<br />_
<br />�vV7w
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<br />:. !' 4"P PAAEEMATE * r PRO. AWF2F2.12 1 1* O.
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<br />9� Sti ttu, it
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<br />p4uPNlNbyq
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<br />M s
<br />_ 0. 44167 FLORIDA BUILDING CODE (Nan Wall Vetoo Hu cons Zone)
<br />_ * * tl020 MOEC4 S,a F.P.
<br />s' u GAGE GALVANIZED STORM PANEL
<br />-cL STEEL
<br />I. BN5TALlATION ARE ONLY VALID FOR MAX. AB:O. - STATE � •:ty��
<br />DESIGN PRESSURE RATINGS (p.e.f) AND PANEL;y0^�:• fLOR EY GLOBAL PROTECTION PRODUCT'S, LLD. a
<br />LENGTHS.: AS PER ELEVATION ON SHEET 12. 5 ......... )i:4 E C O tNe.
<br />2; FOR NEW WOOD FRAME CONSTRUCTION: WOOD �r SIQNALti� s.>7G7 No ti
<br />''Vi3Ma.
<br />MEMBERS TO BE SOUTHERN PINE No 2.. W/ SPECIFIC ANNUNH,Iu+ «..�.:: pe�tAro-rw,,+„'p °m-, Pwa+r; (66+10N-75t3; TAX: (Od4 -117k7 26-175
<br />DENS()1' OF 0,55 OR EQUAL Boyp° "° y °° «.. .e1 wA. mvrm" Na
<br />P2. lr�,/1M1E 4TALtFR A "'Iff - b0 E1 ® : s
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