|
- .. -_ __ _ - _ III I' _ I 1 L I 11 1 _ I
<br />I I I _I I I III I - -. I I II_ I I i1 _ I I I 1 _
<br />— I _L. AL 1! -1 I
<br />__ _ _ __ - I I I-L I 11 11 I nB"111IINITIII
<br />END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE,
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE
<br />SAFETY � E—Z HANG STORM PANEL h� SYSTEMS
<br />I I 1
<br />(9�
<br />VARE9 ; j O •W OR (..Yx4 woao E� 2*. r ..oRt• 31m N-14.En „'
<br />y. Lmy � KGNwO aoe3 to AUar torn. Atw.
<br />AtlOLE WON 1/4Y . 1 3/4• '. ..1
<br />\• ;�.. ^-.211M/2'. lA•OOII B f O.C. r-
<br />+•
<br />T 1.
<br />A'oUIRO HxMHOR1L llEE 1 Ile. . t J 4• iAPCON 3
<br />ri4' ROOOrRArE. _: REOURCID rOURW CONCR[iC ..v I/ >\
<br />COIICI7[ ."1ft inf .YgWll w 12• O.L: 2 1/2- _ "
<br />'�
<br />RMnF -
<br />xti4- worn M*A.t 1 - fl OR® yRmmw
<br />1.A
<br />1 C A . 1 zi/4' tA►�
<br />I /4•.. I ]/4•
<br />_ I 1 y 1. �.. `.L.' J
<br />s, 11A 1 N AK70R I r 3 2• . OSS• Yo_ TPIMTE LEG tOCA10N l
<br />N' ' . 13' O.C...
<br />/1r/ ! VrMlfs 2' 3• . ee6• CONE:�(i Eo<b, i A,um. AKac a
<br />J_�;
<br />A'1;�
<br />S,I_. _ _ ---- ( 000' 3106-N16. BEET PIXRED <pr 'IEDONGrwrE- TA,LYMtIA/ AIW. NEW PIAE, t • i 1 I_ T19RLOOL
<br />( YR[G ARm
<br />21T0
<br />2'
<br />�.,I 14 /
<br />1/1• , BOAT' 1• • 4' , OR I
<br />OR ROES-TR NLD/
<br />e f,z Of -C.L
<br />' l'
<br />N/N,CKNUI C.M. N„r,r. NICE
<br />CAS A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D ,PLAN)
<br />SCALE 1/4--,- SCALE 1/4--+- SCALE 1/4--1- SCALE 1/4•-1•
<br />ro,Alm Ai PANED T NO 'i O011C1CTE-_. eO IPA
<br />E OR OGNOBR 91Aa {a Barror a
<br />4 T % PAN"M PWS
<br />1.3x SEE
<br />PauREO H>lNC R!1(, 1 wood Sc71OLRE 1
<br />fIN 311' i'OF! Of OPD,.O ON MICE18
<br />,--- (SST. PANEL Z*", WO Fit Olr :.� vAPoES� 1 4 rR471E pEOUENO '', A4 MRIDYBF i oo a tl)
<br />o1ADMAP BEYOND \,. r..• w000 rRAYE r Ala
<br />11
<br />OPENING WIDTH) + MDaR 00NCEE,E a1NCRFIE REOUMED \` I (j y. `.. �., v N �`„ �I �' �,
<br />RIDCK a Y.4• WOOD nW,1E ti.YAi .
<br />6[01MIWD `\� �..� \�\ I I 3/4- MPS.
<br />1
<br />VARIES I �"b• •© �� ,_ Cl `�'./eFM iIANRS .IE. 70
<br />GUT
<br />• 6' �'' 1 tau 00091 CUT END PAl1OJ
<br />y }- J
<br />�1 ---- /,.gyp yy-,U.Y� MNUNNy)� SASE G (PLAN)
<br />J[� gMwNKMvw�ep e P 00 A rZ1% SCALE v4--1 •
<br />,� R=a•,m, ✓ VALID F011 DIRE MOUNT NSEALLATION ONLY &
<br />9
<br />..' SF' .•
<br />CERTIFIED PANEL INSTALLATION AT WALLS W/
<br />a . N0. 44187 � SURFACE LEVEL VARIATIONS WITHIN 3/4-
<br />*: * .1111`1 FLORIDA BUILDING CODE Mon With Voleacity Hu cont; Zone)
<br />CASE, E (PLAN) CASE F (PLAN) '•, r °�° lrnsa •� 24 GAGE GALVANIZED STEEL STORM PANEL F.P.
<br />SCALE 1/4•-1• SCALE 1/4--1' NIC ,I1,10wit',.. ��� DRNM 9r:
<br />�'A%"" ` IL E C O �� PROTECTION PRODUCTS. LLC. O7 mx-
<br />1Nc.
<br />HQi,I�fy a OO _ _ .INO SA. 61 ~
<br />e/ �'7.d- a 3r R. r A 2HN OIMW. ,L. 33314 20-175
<br />• : use PI-4MPIIO 4'h-,4N 701611E ISNwi6 ? 4a FAR (.N)OB"M
<br />PE 9EN,/NONMUK/GR MLIOt A letn N. Pi .---a GI le
<br />N 7 I 4
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .:.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL (i) INSTAL! ATIONS INTO WOOD STRUCTURES
<br />(VALID ONLY FOR PANEL 1tDINSTAL.tATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 6 k 7)
<br />MAX. A.S.D.
<br />PRESSURE
<br />,u7IO
<br />(P-0
<br />MAXMN ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 Ai 7
<br />APPLICABLE
<br />TO
<br />_�_ a
<br />OF TOM
<br />poft
<br />LENGTH
<br />v
<br />(n,)
<br />TAPCON
<br />LAO SCREW
<br />PANELJA4TE
<br />rflUlL D
<br />►RNELMATIC
<br />PLUS
<br />w00D 1N7510N6
<br />1]'
<br />13'
<br />1S•
<br />1 '
<br />3
<br />I
<br />_ 3
<br />w (PCP)
<br />t7•
<br />-��13'
<br />'
<br />-
<br />- Ir
<br />13'
<br />t3'-
<br />1r (eoTlQlq
<br />IT
<br />6 1/1'
<br />1 1/2'
<br />i I/2'
<br />6 I".
<br />(TOP)
<br />___I
<br />-
<br />6 1/4
<br />12 1/2'
<br />a 1/4
<br />LIM.')
<br />I.
<br />s; '--""
<br />a.
<br />r
<br />_
<br />`
<br />(fop)
<br />la
<br />r
<br />e'
<br />-
<br />Sr
<br />_�
<br />i3'
<br />t 3
<br />�
<br />_
<br />(TOP)
<br />+45, -45
<br />LESS
<br />Ir
<br />.-1113•
<br />-
<br />13
<br />-. �13-
<br />_
<br />13•
<br />_13'
<br />13'
<br />4w (Bottom)
<br />13'
<br />it
<br />,r
<br />13`
<br />e 1/2'
<br />_.. _
<br />-
<br />N (TOP
<br />13•
<br />Ir
<br />13-
<br />Ir
<br />or
<br />-
<br />1N (Bottom)
<br />6 1/2'
<br />B 1/2•
<br />6 lIr -_
<br />_ e 1/2•-
<br />E 1/2'
<br />(TOP)
<br />_
<br />._- _ .._
<br />_ 6 1/4'
<br />12 1/2• .._
<br />.6 1/4•
<br />(NOR•)
<br />>6._6.
<br />TO
<br />4 1/2•
<br />4•
<br />0 1/2'
<br />a 1/2•
<br />_
<br />_
<br />QOP)
<br />/4•-4
<br />-
<br />i /2•
<br />4 1/2'
<br />7• --
<br />- 7'
<br />-
<br />]W (BOTTOM)
<br />,o ,/2
<br />9 1/2
<br />/2'
<br />x'
<br />4
<br />W (TOP)
<br />13'
<br />13"
<br />13'
<br />13•
<br />a 1/2'
<br />(9oTlO1
<br />• SEE TABLE It FOR MAX. AS.D. DES" LOADS t MAX. PANEL LENGTHS WHEN SPACER 0 IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8
<br />MAX. A.S.D.
<br />DESIGN
<br />RE
<br />SPA INGG
<br />(P•••/.)
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 8 A 7
<br />APPLICABLE
<br />_!- �, _
<br />TM
<br />niE11
<br />MAxWLM
<br />PANEL
<br />LENGTH
<br />(H_)
<br />TAPCON
<br />LAG SCREW
<br />PANEU"TE
<br />FEAMD IE
<br />PANEUMTE
<br />PLUS�
<br />OD BUSNNO WO
<br />13,
<br />,r
<br />1r
<br />, r
<br />1Ill,3•
<br />13•
<br />Ir
<br />IS-
<br />tr
<br />b`
<br />Its (BOTTOM)
<br />a "I.
<br />6 1/2•
<br />6 1/2•
<br />6 1/2•
<br />6 1/2•
<br />20 (TOP)
<br />-
<br />-
<br />6 1/4'
<br />t2 i..
<br />6 t/ 4
<br />2W (BDrI.•)
<br />5`-0
<br />7 ,/I-
<br />e'
<br />6'
<br />-
<br />OOP)
<br />-
<br />LESS
<br />_7
<br />7 1 Y _ _
<br />/
<br />_ Y ___
<br />e
<br />__
<br />e:
<br />.__ __
<br />30 (Bo1Tai)
<br />+48. -45
<br />10
<br />+7a. -75
<br />--
<br />,J
<br />13. . _
<br />t-.
<br />_.__ Ir -
<br />7-
<br />-
<br />1J'
<br />--
<br />IS'
<br />W -.
<br />00%
<br />... IY_._..._
<br />Ir
<br />Ir
<br />491 (BORON)
<br />U'
<br />13•
<br />13,
<br />_
<br />__ IG'
<br />tw )
<br />_
<br />13•
<br />_ _
<br />13•
<br />13•
<br />_73•
<br />13' _
<br />E Iµ-.
<br />Its (BGT70M)
<br />0 1/2•
<br />6 1/2'
<br />6 1/2•
<br />a 1/2'___
<br />/2'--
<br />-0 1/2•
<br />PO (TM
<br />-
<br />-
<br />6 I/4'
<br />12 L/2'
<br />I a 1/4'
<br />pw (BOA:')
<br />I > : '
<br />4 1J2•
<br />5'
<br />7 1/2'
<br />7 1/2•
<br />-
<br />OOP)
<br />7'-a'
<br />5"
<br />5 I/2•
<br />e'I
<br />6•
<br />I -
<br />SW (61rF)M)
<br />13'
<br />12*
<br />la.
<br />1
<br />51/T
<br />N (TOP)
<br />13'
<br />1 Is-
<br />13•
<br />1 Ir
<br />I'a.
<br />4w (OanCM
<br />• SEE TABLE 11 FOR MAX. A.S.D. DESIGN LOADS k MAX. PANEL LDWHS WHEN SPACER 0 IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8
<br />UKL11
<br />e
<br />ASD. DESIGN LOAD
<br />MAXIM PANEL
<br />L ENO TH
<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 ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE MALE 10 OR PANEL MATE PLUS
<br />ANCHORS k W/ " SPN(i(71BINWT,AQ 1/2' O.C.
<br />1/4.O TAPCON_ -. - _ _
<br />..l
<br />INSTALLATION DETAILS
<br />INTO POURED CONCRETE
<br />FOR UFE SAFETY PANEL 6)
<br />OR CONCRETE BLOCK STRUCTURES
<br />t/11 TAPCON_ ... W f
<br />I-�`OIC
<br />ANCIMN • 9 O.C. I
<br />19/1tR17U1RLD.
<br />�POUE
<br />OR
<br />OCKIII
<br />irrm
<br />ANCHOR O 9' O.0 oR
<br />CONCRETE BLOCK
<br />REQUIRED
<br />O
<br />i.�L 7
<br />v
<br />! q
<br />ED• �
<br />�r
<br />i
<br />1
<br />I
<br />I
<br />I
<br />T-
<br />[ - - -1
<br />1i .'.-Aar
<br />.....0.R.
<br />�`A,
<br />-: l"
<br />1,
<br />J j-::-
<br />(Lt t011 r1eR
<br />1
<br />I
<br />1oOrN owl Y-et
<br />1 'L, M..PANEI
<br />. -.
<br />�,J1
<br />LENGTH
<br />(SEE ELEVATION
<br />1 MIT.
<br />I
<br />ON SHEET 12)
<br />~
<br />I.
<br />TO GLASS_
<br />3
<br />L/2
<br />CONCRETE oR 1 . N�j 11L1
<br />CONCRETE BLOCK . f •L9
<br />RFOUM- a Ur =
<br />1
<br />I----_-1
<br />/
<br />Ah
<br />1/4"A PAAtEUMTE P�(1§ -
<br />"I', • ,2 I/2 o.c. * REGULAR PAWLS
<br />SEE /1Qte IS B is FOR ANCHORS TYPE a SIACPW rot
<br />NerA,U,10Ne SIM WOOD FIRM[ BIOJ e
<br />MIMMW NOW SPAC MDS AND MNINW LLOE DISTANCE
<br />ARE BM 04 THIS SCADW. FOR E.D. LESS THAN
<br />INDICATED ON SOCKU RCWJU ANCHOR sPAW4 By
<br />MUU6'LYN6 VACNO MORN ON SO4DMI BY THE
<br />!FOLLOWING FACTORS, FOR THIS OPIIATIN To K POSSIBLE.
<br />REDUCED SPACNG Oe1Ao= UW4 FAC1M SMALL NOT K
<br />LEM TWA I.e,WM SPAI POIOATED too EACH ANCHOR
<br />TW[ ON 111E SCEDLRE,
<br />MINK TIRE
<br />-_I/4►►_
<br />CANON
<br />, i'• .
<br />we"". AIX416A wfais Oki
<br />3
<br />]
<br />•N3N.RImM
<br />hr1P41N PL)
<br />3
<br />3
<br />HNA.eY "" w
<br />3
<br />3 ,n
<br />.wARO W
<br />At am m BmmMK
<br />PM"
<br />le _.
<br />--
<br />a3E
<br />- - -
<br />17/r
<br />-_r _.. __
<br />64,
<br />_
<br />— ----'
<br />- ---3
<br />020 'AD._.
<br />'_ - -
<br />iIr
<br />-
<br />Co.
<br />COE
<br />CONCRETE BLOCK
<br />REQUIRED.
<br />1/4.0 PAWFWAIE t'L,0
<br />ANCHOR (BEYOND)
<br />-t�
<br />-
<br />u .17
<br />�i
<br />A G
<br />1
<br />'L' MAIL
<br />e" PANEL LENGTH
<br />(SEE ELEVATION
<br />_.._-_ .. i ON SHEET 12)
<br />BUILDING
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING le.6.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHL=
<br />�Q� REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANELQ INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MAX, AS.D.
<br />DESIGNPRESSURE
<br />RATING
<br />MMOUM ANCHORS SPACING FOR MIN E.O. PER SCHEDULE Baaw
<br />APPLICABLE
<br />MAXIMUM
<br />LENGTH
<br />(10
<br />MAX. A.s.O.
<br />PRESSURE
<br />(p LNG.
<br />MAXIMUM ANCHORS SPACING MR MN CO. PER SCHEDULE $,ROWAlk
<br />APPLICABLE
<br />70 SECTIONS
<br />A
<br />MAXIMUM
<br />PItNfA
<br />10
<br />(IL)
<br />TAPCON
<br />SOLD -SET
<br />nw"
<br />IO
<br />P
<br />PLUS
<br />h
<br />7AMAC-WADI
<br />CALK-W
<br />t
<br />TAPCON
<br />SCUD -BET
<br />FEMALE ID
<br />PLUS
<br />2AIMM: LIM
<br />CALK-N
<br />ro
<br />ro
<br />ro
<br />ro
<br />�ql'
<br />ro
<br />ro
<br />ro
<br />m
<br />A
<br />MIZ
<br />ro
<br />C -THEM.
<br />.45� 45
<br />LESS
<br />1T
<br />13•
<br />17•
<br />IS'
<br />,r
<br />TS•
<br />13'
<br />3
<br />IS•
<br />13'
<br />1
<br />e, 6
<br />OR
<br />LESS
<br />440, -43
<br />+63. 65
<br />1
<br />,'
<br />f'
<br />1
<br />/"
<br />11 I 2
<br />1
<br />OP13•
<br />OR
<br />lJ�
<br />13'
<br />13'
<br />t3"
<br />13'
<br />13'
<br />1]'
<br />13,
<br />13•
<br />13'
<br />1 (BOTTOM)
<br />13'
<br />13'
<br />13•
<br />1r
<br />13•
<br />13'
<br />lr
<br />it
<br />+r
<br />13•
<br />73•
<br />11 IJ7
<br />t (epnum)
<br />13'
<br />t3'-13'
<br />_
<br />U`
<br />1S'
<br />tS'
<br />r13Y
<br />73'
<br />rW
<br />t3'
<br />IS'
<br />Ir
<br />2 (TOP)
<br />7Y
<br />13•
<br />13'
<br />1S•IY
<br />t3'
<br />13'
<br />1J'
<br />tl'
<br />ISt�
<br />IS'
<br />I1 1/7
<br />R (TOP)
<br />,r
<br />u'
<br />r
<br />u
<br />Ir
<br />,r
<br />u
<br />Y
<br />u
<br />: (soTT7
<br />,]�
<br />Y
<br />,3'
<br />w
<br />1r
<br />r
<br />tr
<br />+r
<br />is
<br />a
<br />1r
<br />„ T 12
<br />/
<br />( oR)
<br />eon,r
<br />tr
<br />Ir
<br />Ir
<br />Ir
<br />13'
<br />13•
<br />is,
<br />13•
<br />13•
<br />Ir
<br />3 (TOP)
<br />1T
<br />13'
<br />Ir
<br />lr
<br />1r
<br />lr
<br />tr
<br />13`
<br />13•
<br />_
<br />13_
<br />13"
<br />tt 1/7
<br />J Lipp)a,612
<br />1/3
<br />-
<br />6 1/4`
<br />6 1/4'
<br />3 (BOTTOM)
<br />-
<br />-
<br />2 1/
<br />1/2
<br />a iI
<br />6 1I
<br />2 1/2
<br />12 t/2
<br />-
<br />5 1/4-
<br />6 1/4.
<br />3 (BOTTOM)
<br />s•
<br />_
<br />e•
<br />e•
<br />e•
<br />e`
<br />s•
<br />e•
<br />a•
<br />a•
<br />r
<br />e•
<br />7 i •
<br />/2
<br />4 t3P
<br />(T )
<br />A•
<br />6 t /2
<br />e�
<br />s•
<br />6 1
<br />/2
<br />B-
<br />7 1 2
<br />/
<br />e•
<br />6
<br />e•
<br />a•
<br />4 (raP)
<br />6•
<br />'__.
<br />9
<br />�_
<br />6•
<br />-
<br />e•
<br />-
<br />6-
<br />-
<br />Comm)
<br />r
<br />__
<br />-
<br />___
<br />_e•_
<br />I'
<br />_
<br />-
<br />r
<br />_.-
<br />-
<br />_�_
<br />_ e.._
<br />- - _,-
<br />E'
<br />.__.....
<br />... ...
<br />_ 13'
<br />a'
<br />.... .
<br />_13
<br />..... �....
<br />tl t 2
<br />f
<br />4 (sonou)
<br />! UI•
<br />(TOP)
<br />_
<br />IS'
<br />_
<br />13-
<br />.,.
<br />U'
<br />-
<br />,l•
<br />__
<br />11•
<br />13'
<br />13'
<br />3
<br />i3'
<br />-
<br />13'��-
<br />13'
<br />-
<br />1 '
<br />3
<br />t3'
<br />_ -
<br />3
<br />.-_
<br />_ IY
<br />3
<br />_-__---
<br />S (TOP)
<br />--
<br />(BOT10Y)
<br />_.._.____
<br />1Y
<br />13'
<br />13•
<br />__
<br />13'
<br />t3'
<br />,Y
<br />tY
<br />-
<br />,Y
<br />t3•
<br />_
<br />1r
<br />,3'
<br />t3•
<br />- _W
<br />,T
<br />t]'
<br />13'
<br />73
<br />1 r
<br />-
<br />-_
<br />1r
<br />1 '
<br />13'
<br />_IS'
<br />IJ•
<br />1r
<br />_ 1J'
<br />13•
<br />t 3
<br />1Y
<br />11 1/2'
<br />e (BOTTOM)
<br />1J'
<br />13'
<br />•
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<br />6 1 4•
<br />6 1/4-
<br />6 t/4•
<br />16 ,/4•
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<br />-
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<br />6 1/4•
<br />a (BOA--)
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<br />a ,-j4•
<br />a 1/4•
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<br />S•
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<br />13'
<br />r
<br />13'
<br />�_
<br />7•
<br />7 1/2
<br />S I
<br />1r
<br />4 1/2-
<br />1 (TOP)
<br />>a,-6,
<br />10
<br />14"'
<br />13•
<br />a•
<br />1r
<br />13,
<br />tr
<br />a 1/x
<br />Ir
<br />a 1/2
<br />9 1/2
<br />Ir
<br />3 1/2.
<br />1 )
<br />>3,_6,
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<br />6-6•
<br />13-
<br />T
<br />it
<br />IS`
<br />g_
<br />9 ,-/:
<br />_
<br />.iT .9
<br />1/2
<br />10 1/x
<br />7 1/2
<br />1S•
<br />6'
<br />1 (BOTTOM)
<br />13'
<br />7 1/1'
<br />13'
<br />11'
<br />1]'
<br />10'
<br />/1•
<br />10'
<br />11•
<br />13'
<br />6 tn•
<br />i (BOTTOM)
<br />73'
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<br />b'
<br />•
<br />J
<br />10 1 /7
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<br />t '
<br />3
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<br />S 1 7
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<br />1 2'
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<br />1 3
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<br />/2
<br />2 OOP)
<br />--r
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<br />13•
<br />13'
<br />13•
<br />9 1/2
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<br />0 1/2
<br />10 1/2
<br />7 1/2
<br />_13-
<br />13-
<br />6 1/2'
<br />__
<br />2 (BOTTOM)
<br />_
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<br />13•
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<br />2 (BOTTOM)
<br />13'
<br />T
<br />tJ'
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<br />9 1/2
<br />13'
<br />9 1/2
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<br />7 1/7
<br />13 .
<br />6 1/2'
<br />7 crop)
<br />13•
<br />7 1/2"
<br />-13 '
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<br />73'
<br />to'
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<br />t3•
<br />6 1/2"
<br />s (oop)
<br />-
<br />12 1/2
<br />,2 ,/2
<br />6 1/4'
<br />6 1/4.
<br />12 1/2'
<br />a 1/1•
<br />-
<br />-
<br />6 11C
<br />6 1/a•
<br />3 (9011011)
<br />-
<br />-
<br />2 1/2.12
<br />1/2'
<br />6 t/4'
<br />6 1/4.
<br />12 1/2-12
<br />1/2
<br />-5
<br />,/4'
<br />6 1/4'
<br />3 (BOTTOM)
<br />Y
<br />r
<br />B•
<br />S 1/2•
<br />7'
<br />3 1/I'
<br />e'
<br />4'
<br />4 1/2'
<br />3'
<br />5 1/2'
<br />3•
<br />4 (TCP)
<br />7 1/2•
<br />J`
<br />tl'
<br />6_
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<br />6 1/2-
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<br />4 OOP)
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<br />a'
<br />a
<br />a`
<br />a 1/2'
<br />7 1/2
<br />4 (BOTTOM)
<br />_ ..._...
<br />6'
<br />-
<br />- -
<br />6'
<br />6'
<br />Y
<br />S 1/2-7
<br />..i1•
<br />._e•
<br />1/2'
<br />f (90770M)
<br />13•
<br />7•
<br />13-
<br />13'
<br />13-
<br />9 1/2-
<br />Ir
<br />9 1/2-
<br />f0 ,/2
<br />1 1/2•
<br />'
<br />b (TOP)
<br />13•
<br />A 1/Y
<br />1J'
<br />U"
<br />13'
<br />10•
<br />1r
<br />to'
<br />,�'
<br />ei/i'
<br />6(TOP)
<br />13•
<br />r
<br />Ir
<br />13`
<br />13•
<br />11/2•
<br />13'
<br />9 ,/P
<br />o t/r
<br />7 1/2•
<br />/Y
<br />5 (BOTTOM)
<br />13`
<br />6 1/2'
<br />13'
<br />Ir
<br />Ir
<br />10'
<br />Ir
<br />to•
<br />1r'
<br />1`M)1J'
<br />S13
<br />70 1/I
<br />,3-
<br />r
<br />,3'
<br />T
<br />7 1/I'
<br />S ,/2•
<br />ELI
<br />%2'
<br />6 (TO/)1!'
<br />W'
<br />13'
<br />,J'
<br />9 I/2'
<br />13'
<br />6 t/2'
<br />9 t%2•
<br />6 t/2'
<br />13'
<br />b 1/2
<br />6 (Rot6
<br />1/0-
<br />6 1/4'
<br />6 1/4•S
<br />1/4"
<br />-
<br />e
<br />4'
<br />a BOrt.»
<br />--
<br />-
<br />e t/4'
<br />6 , 4•
<br />e 1 1'
<br />a 1/4•
<br />-
<br />-
<br />-
<br />0 1/4•
<br />I t/4'
<br />6 (Bo1T.»
<br />UK COW I I FOR ANC IONS TYRE a 6PACRIC FOR OWAUATONS Who WOOD FMIE B AWM
<br />A .,MAW ANCHOR SPACEr09 AND MNIMW EDGE DBTACE ARE II101CA[D O1 " SCHEME. MR ED.
<br />IM THAN ROI24TED ON SCHEDULE REDUCE AMCNGU SPACING BY MULTPLYRq SPACING SHORN ON
<br />Sp[pNE 9r THE rOUARNO FACTORS, to THIS O mim 10 K "Saw. AMKEG SPACING
<br />oeIAA[G N6NG FACTOR IOVU NOT K LETS THIN MINORM S►hCM NOXATO 110 EACH ANO.OR TYPE
<br />ON lm SCHEDULE
<br />1/P.
<br />IJ41.
<br />,/A•.
<br />1/4••
<br />1/4•P
<br />1/4•.
<br />ANCHOR TYPE
<br />MACO,
<br />M,w
<br />;;;_K.RMN
<br />AN
<br />women) mom 6FIIeft (n.)
<br />3
<br />3
<br />3
<br />3
<br />2 ,/2-
<br />3 ,/a
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<br />3
<br />31/2'
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<br />3
<br />31/2•
<br />3
<br />6r3TANOI9A.) sml
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<br />3 t/r
<br />3 lIr
<br />3 in
<br />3 'Ir
<br />4
<br />Am" LfDi 06BYCE
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<br />-
<br />CS
<br />-
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<br />-
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<br />31
<br />aoo,-,
<br />-tmimIm
<br />QNA
<br />-
<br />oz,
<br />I Im
<br />•• SPACINGS OF1Y VALID WHEN SPACER IZ IS USED. SEE �i it FOR WAX. A3:0.
<br />DESIGN LOADS @ MAX. PANEL WHEN SPACER W " USED.
<br />IMLLA1
<br />A
<br /><V. OE6L011 LORD
<br />MAXIM PANEL
<br />LENQM
<br />40 PSF OR LESS
<br />6.-B•
<br />> 40 PSF TO 50 PSF
<br />W-2•
<br />> 50 PSF TO 80 PSF
<br />W-10`
<br />A MAX. PANEL LENGTHS ARE ONJZ VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C.
<br />t ___..--.-._...__-_-_..___._...__. __.-._ -._.ANCHORS (SEE SECTIONS R ALI IRUTIVCS ON SHEETS 13, 14. 15 ft6)..--_--__-_.
<br />13' MAX. **-1A/13. R-2A/13, R-3AA/14, R-1B/13, R-28/13, R-36/14. 3, MAX
<br />, ,1•'Mt R-AW/16, R-2AW/15, R-3AW/16. R-18W/15, R-28W/13, R-36W/16. I.
<br />D.M., aO_
<br />.__
<br />d C,
<br />II':, 0 0 O O O 111
<br />.�_---`---._.ALL-T _--------
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<br />I I ---� ---T-----i--- -- 1 ---i----------
<br />I i !f
<br />1 1 i� 1
<br />I I {' I i N I ( I
<br />I I i'''' i t I I i � I i j
<br />I
<br />1 �; I , 1 1 4"0-20N1' S.S. BOLTS W,®1 I j I 7•
<br />- . 1 (USE FOR PANEL LENGTH i 1 j MAX.
<br />O! 1 OVER r-e') I (1 1 + ( PANEL LENGTH
<br />I
<br />f REGULAR STORM PANEL ! REG" STORM PANEL j e'-e' W +40.0. -40.0 pA.f.
<br />: : � (w/ ownum, MO PAIL LENGTH BOLT)
<br />I _ `
<br />1 LIFE SAFE'11RM PANEL P
<br />'
<br />I
<br />' ONF'.RUP YID PAIR LENGTH BOL
<br />ft7A✓Il 7)
<br />f f
<br />_-. - , ,
<br />T
<br />A A �.
<br />IA9E 2 MN. PANEL LLTOTN
<br />: ;..�,j I IJ4•.-20K1' 1 y},:- __ _ _ _ _ _ _ _ _ _ _ _ _ AT ALL MOUNfNGS
<br />, � a 1
<br />S.S. Baas w ail
<br />`
<br />T
<br />A EA
<br />I1 �Y
<br />. L �. , ... I
<br />r T- � {
<br />I , 1
<br />�� II
<br />_ - - - __ .. -_ .-_-., ...1. i _. - _ -._ _. ...-. I
<br />- -" -- --
<br />: - L 1ION a LIFE SAFE Y I L. -i - I L ! I ', 1
<br />- Air
<br />D.M., .T I II d' I'I .-..� r- - PANEL BOTTOM CORNERS ; _ I 0 � ! 1 r L _____ __.. _. 1 __._--_ ___--1
<br />Of O RStIC NUT AT ! WINO HUT AT '. I
<br />3. Mi&I LEFT PANEL MOM PANEL 7' MAX: t' INSTALLATIONS ONLY VAUD FOR WIND
<br />t ON. R-1A/13, R-2A/13, R-3A/14. R 28/13• R 3B/14, 1• YN.; SPEED UP TO 170 M.p.h.
<br />_00.R-1B/13
<br />R-TAW/15, R-2AW/13. R-SAW/16_ R-1BW/15R-2I1W/18 R-3BW/16.
<br />.__--- __.__.-_..-____...- . ...___.-._..-__.—ANCHORS (SEE SECTORS a ALTERNATIVES ON SHEETS IS. 14. 15 k,$)._. _....__ ____-._._-....._._ _-
<br />1//- MAX. GAP
<br />LIFE SAFETY STORM PANEL 11) ELEVATION (t)
<br />SCALE 1/4•-,•
<br />r-� REGULAR 2.6671 ,-O REGULAR
<br />I STORM PAWL (LAN. 0VTLM P -, NIfOLC LMLLtY) 1 STORM PANEL
<br />__4_____-__ -- _____, . ___ _____1_._,nz=_'- _ - SAT" -:) .a-_,:_- _A
<br />:, ., fPB 4
<br />awi
<br />>
<br />/
<br />=zz- A� -lazzz�"z ... � --- . , ...-
<br />a T r ,z _
<br />T
<br />s *
<br />LIFE PANEL :If = FLORIDA BUILDING CODE Non High Velocity HuPricane Zone)
<br />,TL•.• A •Q e3 m rtum Na F.P.
<br />EXTERIOR 44sS/p0R(DA G\I 24 GAGE GALVANIZED STEEL STORM PANEL MwAI w
<br />s(. N N �I L IPE C O cl N GLOBAL PROTECTION PRODUCTS, LLC. 07 2Z
<br />i.
<br />SECTION A -A 4eeo s... at 6,nuT
<br />w.Y • 31I. — 4eMe6 K, b Y COAL FL SN,4
<br />SCALE ,/4'-1• `L'4> :7�. � M1. _ RICO, (s")M-754q ne" (,)I8.-e7F7 20-175
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<br />. .,R .
<br />SD4JBwINTUN[/MR MLR,, A Tax 4 - Pt r eent tf a le
<br />, PLOW
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<br />INSTALLATION DETAILS
<br />INTO
<br />-1
<br />1
<br />1 t
<br />?' 1 "L . ^.
<br />FRLIFE_$AF��P
<br />WOOD STRUCTURES
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<br />_RE IUMEo MND�
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<br />I d _ A-_. . --:-.1-1- ..33 6. PANEL LENGTH %
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<br />1 YEA. "3' ' (SEE
<br />12; 11
<br />a
<br />_ 1 _. _ _... _ _ �...__:�-_
<br />I YLENGTH 6
<br />I t MAX.
<br />_ .._ _..':---. '. PANEL LENGTH
<br />6
<br />ELEVATIONEE
<br />II
<br />_...._...
<br />-.. EL
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<br />.. ._L __ .... .. _.___
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<br />. PANEL
<br />._- , - SEE ElEVAION 6
<br />._:
<br />ON
<br />ON SHEET ,
<br />_... .. ____.J
<br />6
<br />ON SHEET t2 0 I
<br />I p I.
<br />i _ ri I SHEET 12) 11
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<br />1 1
<br />I11 t' Yn.
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<br />REQUIRED f . ({I� _....
<br />I y 11
<br />1 4•. IAPcaN 2'.4• wOS)Q. i _H 11
<br />-SNC0
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<br />REQUIRED , - REQUIRED
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<br />._ j I i
<br />Aw
<br />._..! rt f __- 1
<br />_
<br />Z..A•r •• SAFET _ PANEL LmY
<br />WALL MOUNTMOS
<br />SCALE 3/5-1*
<br />1-IM
<br />A. T1Wl
<br />��� .JiOLYLL.IPANEL
<br />WALL
<br />1/1-�
<br />GETS ...'.
<br />FLORIDA BUILDING CODE
<br />High
<br />f
<br />.Tr
<br />Mon VelocityHu Como Zone
<br />44167
<br />24 OAOE GALVANIZED
<br />HOo>o n1t3a ��CO
<br />STEEL STORM PANEL ormk IN;
<br />I. INSTALLATION ARE ONLY VALID FOR AS.D. DESIGN
<br />PRESSURE RATINGS (p...f AND PANEL LENGTHS AS
<br />PER ELEVATION ON SKEET12.
<br />•
<br />* ; * [ _ • *
<br />STATE 0 --
<br />m/27/tom
<br />+-' LALPROTECTION PRODUCTS, LLC. 6ac
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PoNE No 2, W/ SPECIFIC
<br />q
<br />q••. 4roG Rw. a, Sawa
<br />�,e` .'20RL0 a `W"� tM. R M", I�L'we'Pw .a ^ nTT3I 0nW' A' m14 20-175
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<br />DENSITY OF 0.65 OR EOWL
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.m.f•) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL C1�INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL(`Jt INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 HY 5)
<br />MAR AEA.
<br />DESIGNPANDAR
<br />PRESSURE
<br />RATING
<br />(P.e.1.)
<br />MAXIMUM
<br />ANCHORS
<br />SPICING
<br />FOR MIN
<br />E.D.
<br />PE71 SCIIEAIAE
<br />BELOW
<br />APPLICABLE
<br />11
<br />«
<br />MAxIMW
<br />PNNEI
<br />LENGTH
<br />•L'
<br />(n')
<br />MAX. As.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P•••1')
<br />MAM
<br />M
<br />ANCHORS
<br />SPACND
<br />FOR
<br />MN E.D.
<br />PER SCHEDULE
<br />BELOW
<br />AIwLrABIE
<br />a
<br />t%OA614AT,OtF
<br />OF THEY
<br />PANEL
<br />IENOM
<br />1•
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<br />TAPCON
<br />SOW-BETMMALE
<br />RU1
<br />ZAMAC-NA1UN
<br />CAUL-04
<br />TAP(OFI
<br />SOLID-eQ
<br />I
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<br />Ir
<br />Lr
<br />13•
<br />10'
<br />,
<br />T-6.
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<br />LESS
<br />.75, -75
<br />.T71-1116
<br />r
<br />Ir
<br />10 1/2
<br />13'
<br />6 1
<br />13^
<br />a 1/2
<br />7 I
<br />5 1
<br />1J'
<br />4 1/2
<br />1
<br />a•-6•12
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<br />+75. -7D
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<br />11•
<br />13,
<br />13"
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<br />13•
<br />I3•
<br />Ir
<br />13•
<br />t3•
<br />12-
<br />IS-
<br />1W
<br />, MOTTO)
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<br />6 t/2•
<br />13•
<br />Ir
<br />13•
<br />9'
<br />tr
<br />9'
<br />IV
<br />7 1/2'
<br />13'
<br />r
<br />, (BOTTOM)
<br />tr
<br />„'
<br />IS-
<br />13•
<br />IS-
<br />13•
<br />13•
<br />13'
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<br />12'
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<br />IV
<br />2 (TOP)
<br />5•
<br />Ir
<br />10 1/2
<br />t3•
<br />A 1/2•
<br />,3•
<br />6 1/2'
<br />7 1/r
<br />a 1/2•
<br />13•
<br />4 1/2'
<br />2 (TOP)
<br />,3•
<br />,,,'
<br />U•
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<br />13•
<br />13`
<br />13•
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<br />7•
<br />,3•
<br />,r
<br />i3'
<br />9 1/2•
<br />it
<br />9 1/2•
<br />0 1/2'
<br />7 1/2•
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<br />-Ir
<br />13'
<br />Ir
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<br />1313•
<br />73
<br />12•
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<br />to•
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<br />7•
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<br />,J'
<br />Ir
<br />9 1/2'
<br />,r
<br />9 1/2.
<br />10 1/2"
<br />7 1/r
<br />13'
<br />C
<br />3 (GOP)
<br />I/2
<br />12 1/2
<br />a 1/4•
<br />a ,/O
<br />12 1/2.
<br />12 1/
<br />-
<br />-
<br />6 I/4-
<br />6 ,/4-
<br />3 (BOTTOM)
<br />-
<br />2 1/2-12
<br />t/2
<br />6 II,
<br />6 1/4.
<br />12 1J2'
<br />0 I/.-
<br />-
<br />-
<br />0 t/4'
<br />6 1/4'
<br />] (IOTTOY)
<br />a•
<br />0'
<br />B•__-e
<br />6
<br />-
<br />6
<br />e•
<br />e'
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<br />!-?4
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<br />_ _
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<br />9'
<br />5 1/2"
<br />r
<br />3 1/2
<br />r
<br />4'
<br />4 1/2•
<br />3'
<br />4 t/Y
<br />2 1/2'
<br />4 GDP)LE890
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<br />B•
<br />a`
<br />e•
<br />_ .._.
<br />e•
<br />-
<br />4 (BOTTOM)
<br />-
<br />a 1/2•
<br />-
<br />6_
<br />e•
<br />-
<br />'3 i/2-
<br />-
<br />TsiB01T011)_
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<br />13'
<br />1 P
<br />t 3
<br />/3-
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<br />1 r
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<br />I3'
<br />J
<br />_
<br />11'
<br />-_ -
<br />I 1
<br />,3'
<br />10 ^
<br />3 ._.... -
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<br />1
<br />e 2
<br />/
<br />,3•
<br />13'
<br />-
<br />1 •
<br />7
<br />9'
<br />1 '
<br />7
<br />_ 9'
<br />l0
<br />7 1 /2.
<br />/2
<br />13•_e'
<br />t!
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<br />S
<br />(top)I
<br />(Bottom)
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<br />11'
<br />IS
<br />13`
<br />13
<br />�__--
<br />_
<br />13'
<br />13
<br />13
<br />11
<br />IJ"
<br />10'
<br />a (60Tt0M)
<br />t'
<br />3
<br />-13'
<br />T
<br />-r -'
<br />1'
<br />3
<br />I'
<br />J
<br />1•
<br />3
<br />91 2'
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<br />9 I
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<br />11•
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<br />_
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<br />13•
<br />12
<br />_IJ=
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<br />5 Crop) -
<br />1Y
<br />1D 1/2
<br />,r
<br />0 1/2'
<br />1r
<br />a i/2•
<br />7 1/2•
<br />-
<br />6 ,/2
<br />n
<br />4 1(2.
<br />6 (10P)
<br />-
<br />._ _
<br />- -
<br />41/4'
<br />6 1/4'
<br />a 1/4•
<br />a 1 4-
<br />-
<br />-
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<br />--
<br />a 1 4•
<br />6 I/.•
<br />6 »
<br />-
<br />-
<br />a ,/4'
<br />6 I/I-
<br />6 1/4'
<br />e 1 4'
<br />a 1/4•
<br />e 1 4•
<br />-
<br />-
<br />! 14'
<br />4 1/4'
<br />6 Leon_)
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<br />7 L
<br />U•
<br />I3'
<br />tS•
<br />10`
<br />1J•
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<br />6 7 2
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<br />13•
<br />f0 t /2
<br />17'
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<br />13'
<br />7 1/r
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<br />13'
<br />10 t/I'
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<br />10 1/2.11
<br />1/2•
<br />e• -
<br />- 13'
<br />7•
<br />I (Borron)
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<br />13'
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<br />13•
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<br />1r
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<br />10'
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<br />E•
<br />I Manor)
<br />13•
<br />7 1/I•
<br />13•
<br />_ 13'
<br />_13'
<br />13`
<br />10'
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<br />11'
<br />6•
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<br />6 1/2'
<br />2 (TOP)
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<br />/3•
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<br />a 1/2"
<br />IS'
<br />a 1/2'
<br />7 1/2•
<br />b 1/2•
<br />13'
<br />. 1/2'
<br />7 (TOP)
<br />13•
<br />7 1/2'
<br />-
<br />11'
<br />..
<br />,D 1/7
<br />13•
<br />10 1/2'11
<br />1/2'
<br />a•
<br />LJ'
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<br />11'
<br />7'
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<br />"- -.
<br />13>�
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<br />9 1/2•
<br />13•
<br />-_
<br />0 1/2'
<br />10 1/2
<br />--
<br />7 1/2•
<br />13'
<br />-
<br />4 1/2.
<br />2 (BOTTOM)
<br />13'
<br />7 i/r
<br />13•
<br />13•
<br />is'
<br />10 1/2'
<br />13•
<br />10 1/2-11
<br />1/2•
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<br />1J'
<br />Y
<br />3 (TOP)
<br />11'
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<br />-
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<br />13'
<br />9 1/2'
<br />it
<br />9 1/2-
<br />,0 1/i
<br />7 1/2'
<br />13'
<br />6'
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<br />_.
<br />5'l%r
<br />12 1/2
<br />6 1/4'
<br />! 1/4'
<br />12 I/2-
<br />a I/4'
<br />-
<br />-
<br />6 7/4•
<br />! 1/4•
<br />] (BO701N)
<br />-
<br />2 1/2.12
<br />1/2
<br />6 1/4•
<br />6 ,h'
<br />12 1/2.
<br />6 i/4•
<br />-
<br />-
<br />6 1/,•
<br />a tJ4'
<br />J (BOTTpI)
<br />1 1/2'
<br />3 1/2•
<br />0'
<br />6' -
<br />t/2-
<br />-4'
<br />r
<br />4 1J2'
<br />r
<br />D 1/2'
<br />...7`-_
<br />Y-•
<br />4 (TOP)
<br />r
<br />_-
<br />3-
<br />a•
<br />a 1/2-
<br />7•
<br />3 1/2-
<br />B-
<br />4•
<br />4 //r
<br />3•
<br />4 1/2'
<br />2 1/2'
<br />4 (TOP)
<br />B'
<br />e•
<br />a
<br />1'
<br />6
<br />1'
<br />4 (BOTTOM)
<br />S`
<br />6 I/r
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<br />6 '
<br />r
<br />_
<br />5 1/2
<br />-10' _
<br />•7
<br />7•_
<br />�6•
<br />A (BOTTOM)
<br />Ir
<br />7 'Ir
<br />13'
<br />13"
<br />13•
<br />10 t/2
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<br />10 IJ2
<br />.. 1/Y
<br />e•
<br />13•
<br />7•
<br />a (TOP)
<br />13•
<br />a 1/2•
<br />13"
<br />13-
<br />lr
<br />9•
<br />1r
<br />9'
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<br />3
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<br />6 BOTTOM
<br />(
<br />I'
<br />3
<br />7'
<br />1 3
<br />1 3
<br />I r
<br />9 1
<br />•
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<br />13'
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<br />L3•
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<br />7 1/2'
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<br />10 1/r
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<br />Ir
<br />_
<br />,0 t/2
<br />_-__,
<br />11 1/2
<br />_
<br />6•
<br />IC'
<br />-
<br />6 (TO►)
<br />13'
<br />Y
<br />-
<br />lr
<br />a 1/2'
<br />13'
<br />6 1/i'
<br />7 ,/2•
<br />s t/2'
<br />1T
<br />4 ,/7.
<br />6 (TtA)
<br />6 1/4'
<br />6 7 a•
<br />6, P
<br />6 7 4'
<br />e l 1•
<br />a,/4•
<br />a (BOGY.•')
<br />-
<br />-
<br />e 1 1•
<br />6 1 4`
<br />e, ,•
<br />a 7/4•
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<br />-
<br />-
<br />-
<br />6 1/4•
<br />a IJ4•
<br />6 Sort.»
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<br />A MAX. PANEL LENGTHS ARE ON Y VAUD FINSTALLATIONS
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