|
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 (i SYSTEMPOURED C
<br />EII 1
<br />1\ 1
<br />1 I'OO OR
<br />3-/ 4 aL moURIFT) rR.rrt 2'. )' , .W3' 3109 M-,. a
<br />e"A w ALLOT CON, ALUM.
<br />4NaE e1THt /r.. , 3p• .
<br />• ZMn2• x TAPWN 0 lr O.C. r
<br />PouRm CONCRETE. CD ] I
<br />BLOCK DR 2'.4- WOOD POURED CONCRETE 1 1 ,�.•. , , 3/.• tAPCON 7 ,/a• �.. !
<br />R[aARm C",_n BLOCK b• I `_-..�//�; (//ya7 /McHoW • IT. a 6 '
<br />2'M' WCCO FRAME I ��" V YI NBI AM/
<br />REDV41m
<br />1 _d1 At/v Oi
<br />AT
<br />an IMrn ' rl, jiyi ilo,0 - -1 � a• . 2• , a33• m loom LF. L°aoRpF
<br />2' , s a55 COW,I
<br />Ir MA. W- L 37 yM.,,.� N W- ANGLE OR
<br />+, -_ --- T 1 oeo• 310a-HIS. SUER, PO1Mm CONCRETE. CONCAFTF
<br />r A i X rS• j l 1...]� � IrE1K AlW OM PUYE / O i KOM OR a•N• ROW TRW{
<br />' ,' IE+.J OEOUREO
<br />3103-N1. OR .i�i 1
<br />aou-n NLOY - -I 2 1/2' "'L,•J/,�
<br />COn. ALMA ANQE •.,•.. 14eA.
<br />---- �-,------J MP. CAP
<br />I/� • aoLE. .• . 4• . OR
<br />C"I A I. OR BUE NJOr
<br />Cant N,I.' ANQL
<br />CASE A (PLAN) CASE B (PLAN) AAAAAASE C (PLAN) CASE D (PLAN)
<br />SALE SCALF 1/4-.I• 5C4E 1/4-.1-
<br />so. SO OR CA A-
<br />• I w LLC0 POJAI o E
<br />F t OR ca �n n `oPa`N`BDr>. d fDAALLa10 (MA 11a
<br />15X POWD COrCRm I an r..• WINO SOES O UP(JNN, Y Ff ( sI(E>E 1.
<br />DON"Or °LOCK tW yl a O`,
<br />(MIN PMEL 2'..' WOOD FRANK •',S IIeL•1 1 R ® rtiK 1[WRLD .: MPL.T/D:i , e
<br />OVERLAP B WIDTH)
<br />-
<br />OPENING W'OLN) BOOMED N )'.1' 11 CONCRETE JIF REOUN[0 1 I :.
<br />ROCK oR 1'.a' HOOD FI. M( IO�
<br />...:. INWIED ':.. I .�- _ ...•' MOH.
<br />©• © ®YAM
<br />` \ ) •-j •BIN M/ wLdRDan FIDrn .
<br />, um1 \. .' ,ELL Damp
<br />pEEANG[SCUT r �r0
<br />A - e0 DISTANCE -,-©
<br />T nT . -� APUNIN1rN/ CASE G (PLAN)
<br />---- «NEB ,.•.y..�n.' �R A. rr(1/ SCALE 1/4•.1-
<br />M = 3' ''��GENS•''l✓•9yS VAIn FOR DIRECT MOUNT INSTALLATION ONLY k
<br />M ..• oc
<br />a F •'. • '; CERTIFIED PANEL INSTALUION AT WALLS W/
<br />No. 44167 i SURFACE LEVEL VARUT1o" WITHIN 3/4-
<br />* * : I► '_ FLORIDA BUILDING CODE Non High V*I.clty Holean* Zone'
<br />CASE E (PLAN) CASE F (PLAN) :11/i �� •� 24 GAGE GALVANIZED STEEL STORM PANEL �,', f"
<br />SCALE 1/4--1' SCALE 1/4'. 1' [DRID6'.•'sj.�•.,F --
<br />FS Ce
<br />L' IL E C O INc GLOBAL PROTECTION PRODUCTS. U.C. °' DATE
<br />r 11,f IR .IW: _ / nuaT ttinMO t NO COYIANv .BOO S.M. 31 SABOT
<br />/ y't3'RL> .. WWI s Ae. wma N v,w ON,R. rL =14 20-175
<br />/ .1.. RAON vON4)M-7$-k FAX (4a )m 47.>
<br />B[. 1ZN./rOMTIIR/6wE u-mee>IE OWNINGw
<br />:
<br />W,l1U A nln J., PE Rm, e O ,e
<br />NI >
<br />MAXIMUM A.d& E RATING (p,;} f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PAI INSTALLATIONS INTO WOOD STRUCTURES
<br />(VALID ONLY FOR PANEL lO INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 h 7)
<br />MAX. AS O
<br />DESIGN
<br />PRESSURE
<br />NATIN
<br />(p.A 1,)
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SMELTS 6 AT 7
<br />APPLr1F/'BLE
<br />7F76M
<br />k ANY
<br />ru ANY
<br />0, hAnTHE
<br />IIANwUm
<br />PANEL
<br />LENGTH
<br />1'
<br />(T1.)
<br />TAPCON
<br />LAG SCREW
<br />W
<br />PANELTE
<br />raAALE 0
<br />PAMELMHTE
<br />PAWS
<br />WOOD BUSHING
<br />IF
<br />13•
<br />IF
<br />1r
<br />13•
<br />iw (+019
<br />Ir
<br />it
<br />13'
<br />it
<br />IF
<br />if (BOr10Y)
<br />a 1/r
<br />6 1/2'
<br />B 1n•
<br />6 1/r
<br />/ 1 '
<br />(T m
<br />-
<br />-
<br />a Ile
<br />12 1/2.
<br />6 11r
<br />(/e..o�virm
<br />5,- 0*
<br />OR
<br />r
<br />r
<br />r
<br />a•
<br />-
<br />,,,rr)
<br />L
<br />13•
<br />1J•
<br />Ir
<br />it
<br />tr
<br />(BOP)
<br />i44e OR-0
<br />Los
<br />13•
<br />2'
<br />13•
<br />1r
<br />IF
<br />w
<br />13
<br />,b•
<br />1r
<br />13•
<br />a I/2
<br />R fw)
<br />IF
<br />,r
<br />IF
<br />IF
<br />°'
<br />Ir (lortor)
<br />_- • 1/Y
<br />6 tna
<br />a $/r
<br />6 1/2•
<br />a try•
<br />(TOR)
<br />4 ,/a'
<br />/2 1/2•
<br />a 1/4*
<br />MIT-.)
<br />-W-0•
<br />4 Ilr
<br />4•
<br />a try•
<br />• ln•
<br />-
<br />..
<br />(TOP)
<br />14'-4'
<br />__.._, In•
<br />• +n•
<br />r
<br />r
<br />-
<br />SAW (91RIO10
<br />t0 1/2•
<br />9 7n'
<br />12'
<br />tx'
<br />4•
<br />(BOP)
<br />13•
<br />IF
<br />tr
<br />Ir
<br />e i r
<br />omw
<br />SEE TABLE /1 FOR MAX. A.S.D. OESIGN LOADS & NVX• PMEL LPNGiHS WHIN SPACER
<br />• ®IS
<br />USED. CORRESPONDING ONLY TO ALTERWITE 21111" ON SW 6
<br />MAX. A.S.D .
<br />DESIGN
<br />PRRATING ESSURE
<br />(n.A.,)
<br />,MAXIMUM ANCH M5 SPACING FOR E.D. - AS aHORW ON SHEETS 6 k 7
<br />APP
<br />TE,eMUG1BlE
<br />C ANY
<br />OF THEM
<br />kwwUM
<br />PANEL
<br />IFNGT/I
<br />L'
<br />(R.;
<br />TAPCON
<br />LING SCREW
<br />PANELMATE
<br />FEMALE 0
<br />PMtlLLM1E
<br />PUS
<br />WOOD BUSHING
<br />U•
<br />IF
<br />IF
<br />IF
<br />13•
<br />TR
<br />IF
<br />IF
<br />Cr
<br />,r
<br />a•
<br />tw (Bo1T0I)
<br />• tn•
<br />0 1/2'
<br />6 1n•
<br />4 Try'
<br />6 1/2r-
<br />r
<br />71/1.
<br />Ir
<br />_ r
<br />(Wo
<br />A
<br />LESS
<br />7 I/r
<br />r
<br />r
<br />r-
<br />3w 61DR01)
<br />- Tr
<br />it
<br />IF
<br />IF
<br />IF
<br />-4
<br />IF
<br />1r
<br />1r
<br />13•
<br />IJ•
<br />4R (BOTTOM)
<br />IF
<br />IF
<br />13•
<br />IF
<br />Ir
<br />,w
<br />1r
<br />IF
<br />it
<br />Ir
<br />/ t/r
<br />1e (MOTION)
<br />6 t/Y•
<br />a I/r
<br />t t/2'
<br />a try
<br />-
<br />a try: _
<br />(TOP)
<br />-
<br />-
<br />a 1/4•
<br />12 1 2'
<br />6 1/4'
<br />E6oR,•)
<br />w-0•
<br />• t/x'
<br />'
<br />i 1/r
<br />-
<br />DDP)
<br />7 e
<br />B'
<br />B
<br />1'(601T0M)
<br />Ir
<br />1 12,
<br />13•
<br />IF
<br />1 B 1
<br />(lop)
<br />13•
<br />1 IF
<br />it
<br />,r
<br />IIr
<br />4e (aOTTOM)
<br />• SEE TABLE /1 FIST MAX. ASA DFSIDN LOADS k MAX. PMEL WOMS WHEN SPACER 15
<br />USED, CORRESPONDING ONLY TO ALTERNFLTE 2W ON SHEET 6
<br />A.S.O. DESIGN LOAD
<br />IIA)OMIUM PANEL
<br />LEM"
<br />40 PSF OR LESS
<br />W-B•
<br />> 40 PSF TO 50 PSF
<br />W-2•
<br />> 50 PSF TO 60 PSF
<br />5'-10-
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE ID OR PANEL MATE PLUS
<br />ANCHORS h IN 9 SPAItA4N 1/z• O.C.
<br />1�p A: if(1/f
<br />���'' VCEN •' �✓,y
<br />4416E
<br />9' ATE OF
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />rAwA"n
<br />argt/mo
<br />I I E_CO1Me
<br />GLOBAL PROTECTION PRODUCTS, MC.
<br />wrz
<br />r� rTta'I k
<br />..
<br />.em a W. e1 Enna,
<br />.• DREW. I=I'
<br />20-175
<br />.. n`-,'1m... :."� n1- 1
<br />Ie1oxC (u.7eee->w. rM: IRaNe-s>Rr
<br />WAfFt A F.LR
<br />F N
<br />INSTALLATION DETAILS
<br />FOR LIFE SAFETY PANEL (1)
<br />INTO POURED CONCRETE
<br />OR CONCRETE BLOCK STRUCTURES
<br />1/4-e TAPC04
<br />EXISTING PWRCD
<br />,/. •. -CON ISTWC POURED
<br />ANCHOR O 0. OC
<br />CONCRETE OR
<br />ARC.O R O 6 0 C WROE OR
<br />!)
<br />CONCRETE BLOCX
<br />F 5 CONCRETE BLOCS
<br />REOU ED.
<br />REQUIRED.
<br />�
<br />2
<br />.;-1•-
<br />r 4 2J
<br />R
<br />WAX.
<br />r0•
<br />i
<br />1
<br />EE•
<br />1
<br />O
<br />R
<br />E
<br />M 1 YI
<br />r SEPMAION
<br />I _ .1-7bt' S TO (MASS.
<br />EXISTING
<br />4NG �
<br />i �T nr, n IA •�' a uor'
<br />1
<br />EXISTING POURLO
<br />CONCRETE OR
<br />CONCRETE BLOCK
<br />WDIARED
<br />1/4'. PANILMATE PINS
<br />ANCHOR O 12 1/2- 0 C
<br />1 PANE. LENGTH
<br />(SET ELEVATION
<br />• ON SHIETF :2)
<br />V ,Jt
<br />I
<br />1
<br />SECTION R-3A
<br />O REGULAR PANELS
<br />Su INCEn 15 k 14 FOR ANC-m "If a SPACING roR
<br />NSIALUATIGNS W. WOOD FC•IE SPIDerb.
<br />.- N,CH0,I SpAcwm NNO _ALA` EOC DISTANCE
<br />ARE INdGAILC ON THIS SCHEDULE- TR Ep LESS THAN
<br />Itiol O ION SCHLDUUE R[DUCE ANCHOR SPACNO In
<br />MA1eSHNG SPACING SHOWN ON SCHmULE In THE
<br />,OUDA'.0 FACTM MR TN6 OKRATON 10 K POSSIBLE.
<br />REDUCED SWCRO MA." USING rA[TOn HALL Nor K
<br />UCA THIN NOMMUM SPAeND WOrWED FOR EACH ANCHOR
<br />FM OF INS •I>EDULL
<br />1/4-0
<br />1/4•.
<br />AIa71B1 fllw
<br />- -
<br />upmi
<br />#mm-m
<br />ALLS
<br />mT4,Ar ANoaR sear Py
<br />3
<br />3 -
<br />tiMORMM - OLI
<br />3
<br />3
<br />3
<br />3 1n
<br />e41.AOaal Oe•em 0. 6 aU
<br />aL3111 R aW16 W
<br />IN11a11
<br />113•
<br />-
<br />-
<br />CLASS
<br />( '
<br />R 1
<br />( 1• MAX.
<br />6' PANEL LENGTH
<br />N I (SEE D.LVATXYN
<br />ON lalfl7 17)
<br />M i
<br />a !
<br />u
<br />EXISTING POURED `
<br />CCOW-ROE 00
<br />CONCRETE BLOM
<br />.10VIRrD !I . SHIN•(
<br />1/4'0 PMFLMATE P, ri -
<br />Mr'MOA (BEYOND) E3ii
<br />WALL MOUNTINGS
<br />,tA` [1Jay
<br />'�IGENSe ✓Q4`s
<br />*;IF
<br />STATE Of.
<br />A - .
<br />'r[ORIOPs_1.0:T
<br />IIIIIIYMIHA•1
<br />Ic sLYA7mWneN/oar
<br />FLORIDA BUILDING CODE Non Nigh V.1"Ity Hurricane Zorn
<br />za rcnco' w
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />a4aw n.
<br />or/n/3o)o
<br />IL I E C O INC.
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />Nam fit It. row
<br />IVA !, rL U314
<br />wn
<br />Rinm0 R CO., i
<br />r 4R. ep- A.RAr N
<br />20-175
<br />H owl hw1-,m. 1 N�-1u•
<br />NIXIE (a6.NM�7aaA FAX: (164RIP-e7s7 -
<br />- _ -
<br />aR.wO AN.
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s f,) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL Ct ) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANEL Qi INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5)
<br />MAX. ASO.
<br />OESON
<br />PR[SSUitE
<br />RATING
<br />(p•1.)
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MN E.D.
<br />PER SCHEDULE
<br />BELOW
<br />APPl1GINE
<br />scrod
<br />++
<br />4, AI/Y
<br />YAXIYVM
<br />PANEL
<br />LENstHI
<br />•L•
<br />(7L)
<br />MAX. A3.0.
<br />DESIGN
<br />PRESSIIJpC
<br />MnNG
<br />(p.T)
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MN C.D..
<br />PER SCHEDULE
<br />BELOW
<br />APPLICABLEm
<br />°
<br />17i THEM
<br />ANAIYUM
<br />PANEL
<br />LENGTH
<br />•L•
<br />(n')
<br />tAPCON
<br />SOLID
<br />-SET
<br />PANELMATE
<br />FEMNi
<br />ID
<br />P
<br />PW9
<br />IAYAC-NNW!
<br />CAK-tN
<br />TAPCON
<br />SOLID
<br />-SET
<br />PANELYATE
<br />FEMALE
<br />i0
<br />PAN
<br />PLUS
<br />IT
<br />rAMAC-MALLIN
<br />fiYN-IN
<br />ro
<br />m
<br />m
<br />m
<br />ro
<br />ro
<br />I.s.
<br />COLOWOM
<br />01' 1fEY
<br />m
<br />TO
<br />aANTo
<br />m
<br />m
<br />TO
<br />OOHOaR
<br />ro
<br />440. -40
<br />on
<br />U36
<br />IY
<br />Ir
<br />1r
<br />t3•
<br />13•
<br />,r
<br />,r
<br />1r
<br />IF
<br />IT
<br />le
<br />I
<br />,
<br />Y-a-
<br />OR
<br />Us"
<br />.48. -46
<br />.as, -so
<br />IF
<br />13,
<br />IF
<br />IF
<br />13'
<br />IF
<br />IF
<br />Ir
<br />TY
<br />IF
<br />IF
<br />I, 1/2
<br />1
<br />e'-r
<br />on
<br />LESS
<br />IF
<br />IF
<br />IF
<br />IF
<br />13•
<br />Ir
<br />Ir
<br />IS•
<br />13,
<br />IF
<br />13•
<br />IF
<br />i (B&6T 4
<br />IF
<br />,r
<br />7r
<br />--IF
<br />IF
<br />13•
<br />IF
<br />IF
<br />IF
<br />IF
<br />Ir
<br />1, 1/2
<br />1 (wrim"
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />13•
<br />l3•
<br />U•
<br />1J•
<br />Ir
<br />x (+OM)
<br />1]•
<br />13•
<br />lr
<br />lr
<br />tr
<br />lr
<br />/r
<br />13•
<br />1r
<br />Ir
<br />1r
<br />11 1n
<br />x (TOP)
<br />,r
<br />,r
<br />1r
<br />u•
<br />13•
<br />u•
<br />u•
<br />u•
<br />,r
<br />,r
<br />,r
<br />u•
<br />x (aoTroM)
<br />,_3•
<br />,r
<br />,r
<br />, r
<br />, r
<br />, r
<br />T r
<br />, •
<br />3
<br />,r
<br />,r
<br />u
<br />1112
<br />/
<br />I (aonolq
<br />,r
<br />IF
<br />tr
<br />IF
<br />IF
<br />IF
<br />IF
<br />13•
<br />IF
<br />IF
<br />tr
<br />IF
<br />3 Crop)
<br />13'_
<br />-
<br />IF
<br />IF
<br />IF
<br />I IF
<br />IF
<br />Ir
<br />IF
<br />IF
<br />Ir
<br />IF
<br />,t In
<br />3 ETOP)
<br />12 Ilr
<br />12 11216
<br />1/4-
<br />.6 1/4•
<br />til 1
<br />12 I/
<br />-
<br />-
<br />6 1/4.
<br />6 1/4.
<br />3 (601101)
<br />-
<br />2 In
<br />N 1
<br />e 1/4
<br />a Ile
<br />12 3/1
<br />2 1/
<br />-
<br />-
<br />a 1/
<br />4 1/4'
<br />3 EMOTION)
<br />r
<br />r
<br />r
<br />r
<br />r
<br />or
<br />r
<br />a•
<br />a•
<br />3•
<br />B'
<br />17 'Ir4
<br />(TOP)
<br />e•
<br />e 1
<br />r
<br />r
<br />6•
<br />6 11r
<br />e•
<br />7 11r,
<br />o-
<br />r
<br />r
<br />r
<br />4 (TOP)
<br />r
<br />-
<br />e
<br />-
<br />a'
<br />-
<br />r
<br />-
<br />M'
<br />-
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />6•
<br />- -
<br />a'
<br />-
<br />-
<br />r
<br />-
<br />r
<br />-
<br />4 (eOTlErq.
<br />IF
<br />IF
<br />IF
<br />1r
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />is,
<br />IF
<br />mr
<br />a (TOPI
<br />IT -
<br />IF
<br />Ir
<br />it
<br />IF
<br />IF
<br />IF
<br />IF
<br />Ir
<br />it
<br />13'
<br />11 iry
<br />s fr017
<br />it
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />13
<br />• (aoTW10
<br />C")
<br />IF
<br />tr
<br />IF
<br />,r
<br />IF
<br />1r
<br />it
<br />1r
<br />IF
<br />IF
<br />jr
<br />IF
<br />IF
<br />IF
<br />IF
<br />13
<br />IF
<br />IF
<br />IF
<br />Ir
<br />IF
<br />IF
<br />to
<br />IF
<br />IF
<br />IF
<br />;Y
<br />+r
<br />r ,
<br />IF
<br />1r
<br />+r
<br />,r
<br />IFi
<br />,n
<br />•
<br />-
<br />-
<br />4 1/4*
<br />t, e
<br />a 1 ,c
<br />f 1/4
<br />4•
<br />6 , e•
<br />a
<br />-
<br />s, 4•
<br />a 1 a
<br />4 � �•
<br />{, a•
<br />-
<br />-
<br />-
<br />-
<br />°, r
<br />° 1/4.
<br />a aon.•q
<br />/r
<br />a'
<br />Ir
<br />10 In
<br />tY
<br />T
<br />,r
<br />T
<br />7 ,n
<br />a In
<br />tr
<br />4 ,
<br />1 (LOP
<br />>w-V
<br />TO
<br />14'-4•
<br />lr
<br />a
<br />Tr
<br />1
<br />,3•
<br />a 1
<br />IF
<br />a IM
<br />/ 1
<br />a +
<br />tr
<br />A I
<br />1
<br />>e,_a•
<br />10
<br />IF
<br />r
<br />IF
<br />,3'
<br />IF
<br />• 1/2
<br />IF
<br />t In
<br />10 ,n
<br />7 to
<br />IF
<br />r
<br />I (aorw
<br />IF
<br />7 1/r
<br />IF
<br />IF
<br />1r
<br />,r
<br />IF
<br />it
<br />it"
<br />r
<br />IF
<br />a tp2•
<br />I (Wrrom)
<br />IF
<br />r
<br />tr
<br />,s 1/
<br />IF
<br />r
<br />U•
<br />T
<br />7 1/2
<br />3 1/2
<br />IF
<br />4 1n'
<br />2 OOP)
<br />IF
<br />r
<br />IF
<br />IF
<br />Ir
<br />a /n•
<br />IF
<br />a 11r
<br />/ Vir
<br />/ 1/7•
<br />,r
<br />t In•
<br />2 (TOM
<br />13'
<br />r
<br />IF
<br />IF
<br />IF
<br />6 1/2
<br />IF
<br />A ,n
<br />,O 1 2
<br />7 1n
<br />IF
<br />a 1n•
<br />2 (Bottom)
<br />IF
<br />7 I/r
<br />IF
<br />IF
<br />IF
<br />_ to'
<br />.1w
<br />it
<br />w'
<br />II•
<br />r
<br />it
<br />a In•
<br />2 PETER,)
<br />IF
<br />r
<br />Ir
<br />13'
<br />IF
<br />1 1/2
<br />tr
<br />0 1/2
<br />10 1/2
<br />7 ,n
<br />13•
<br />0 tn'
<br />3 (LOP)
<br />tr
<br />7 1/2•
<br />IF
<br />Ir
<br />IF -
<br />IF
<br />10•
<br />it,
<br />W
<br />IF
<br />a 1/r
<br />3 (Tp')
<br />12 i/2
<br />ii I
<br />a 1/4•
<br />11/4•
<br />rt In'
<br />0 Ile
<br />-
<br />-
<br />I I/A'
<br />4 1/4.
<br />3 LMOTTOY)
<br />-
<br />-
<br />12 ,n
<br />2 1/2
<br />6 1/4
<br />6 1/4'
<br />1 2 1/2'12
<br />In
<br />-
<br />-
<br />a Ile
<br />/ t/4'
<br />3 (BOTiON)
<br />r
<br />r
<br />r
<br />6 1/2•
<br />r
<br />3 1/2'
<br />r
<br />4'
<br />4 ,/r
<br />r
<br />a 1/2•
<br />Y
<br />(TOP)
<br />i 1/2•
<br />Y
<br />r
<br />a•
<br />r
<br />-
<br />4•
<br />B•
<br />4'
<br />4 In•
<br />3 In•
<br />6 1/2•
<br />r
<br />r
<br />S 1/r
<br />7 T/r
<br />E°OTTOIQ
<br />r
<br />a•
<br />r
<br />1'
<br />a In•
<br />-
<br />7 i/r
<br />-
<br />4 (MORON)
<br />Is*
<br />r
<br />IF
<br />I3-
<br />Ir
<br />6 1/2'
<br />Ir
<br />/ ,
<br />o to
<br />7 I/1•
<br />Ir
<br />r
<br />(TOP)
<br />IF
<br />a In•
<br />tr
<br />Ir
<br />lr
<br />to,
<br />1r
<br />10
<br />1t'
<br />r
<br />IF
<br />• 1
<br />E+a►
<br />Ir
<br />7•
<br />tY
<br />13'
<br />lr
<br />1 Wr
<br />Is'
<br />/ to
<br />0 1/2
<br />7 1/Y
<br />t3'
<br />° In
<br />a (BDROY)
<br />Ir
<br />a tn'
<br />IF
<br />IF
<br />IJ'
<br />,r
<br />TY
<br />10'
<br />CY
<br />r
<br />IY
<br />a 1/r
<br />(eorloM)
<br />lr
<br />r
<br />,3'
<br />T
<br />7 I/r
<br />• t/r
<br />tS
<br />•try•
<br />(T0►)
<br />IF
<br />r
<br />IF
<br />IF
<br />tr
<br />I In'
<br />CJ'
<br />° t/2'
<br />• 1/2'
<br />t 1/x'
<br />tr
<br />a ,n'
<br />• Do%
<br />/ 1H'
<br />6 1/4'
<br />B I/••
<br />6 1/4•
<br />6 ,/.'
<br />4 1 a•
<br />a MUTT»
<br />6 I/a'
<br />• 11016
<br />1/4'
<br />1 1/4•
<br />-
<br />-
<br />-
<br />-
<br />a l a
<br />6 1 e
<br />a
<br />SEE OW 11 FOR AM"M PM k SNCM MR MTAUAPOIS INTO WOW rIWR IR14MM
<br />• Wa41Y ANDIOR SNPLOS YID WMn OM OWPM ME IND"TED ON INS SC(DULE FOR E.D.
<br />LASS HW "WATm ON 204VM ROOM ANCHOR SPACW In WLRPLnO SMgO SHOWN ON
<br />SCHEDULE n THE MWeeO FACTORS- FOR THIS OPERATION 10 K POMIA". REDUCED SPACING
<br />OBTAINED USING FACTOR PIMA. WON K LESS THAN WIMUY VB 12 INDICATED FOR EACH ANCHOR TYPE
<br />ON T16 SC1(OAE
<br />ANCHN
<br />- vomR
<br />mum-=
<br />rAW 0
<br />"'•PUM,
<br />aRNC�RLM
<br />CMR-II
<br />NNEIUM AA/OOR VAC1m (h.)
<br />3
<br />,
<br />2
<br />3
<br />a 1/3•
<br />3 In
<br />e.eelrlM O7aI 1-)
<br />3
<br />11/r
<br />r
<br />3
<br />A I/E•
<br />3
<br />I101MX, PAI -ROM_.
<br />>
<br />l f/r
<br />! 1/3'
<br />10
<br />A ,/r
<br />Amw e)a nwmm
<br />FACION
<br />am
<br />,•
<br />0.,N -
<br />lle
<br />1Aa
<br />-
<br />Ol,
<br />--- -
<br />1.e1,
<br />1
<br />« SPACINGS ONLY VALID WAN SPACER ®IS USED. SEE TABLE #I FOR MAX. A.S.D.
<br />DESIGN LOWS k MAX. PANEL LENGTHS WHEN SPACER " IS USED.
<br />Tddl� !1e___
<br />A.S.D. DESIGN LOUD
<br />MAAMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6-8•
<br />> 40 PSF 10 50 PSF
<br />6'--2•
<br />> 50 PSF TO BO PSF
<br />5'-10"
<br />A MAX. PANEL LENGTHS ARE. 0119
<br />N VALID FOR INSTALLATIONS
<br />W/ SOLD SET ANCHORS k W/ ( SPACER AT 12 1/2. O.C.
<br />FLORIDA BUILDING CODE Non High V*Ioclty Hurricane Zone'
<br />t070 MTEM, 24 GAGE GALVANIZED STEEL STORM PANEL r,r,
<br />L E C O INS. GLOBAL PROTECTION PRODUCTS, LLC. a' .n
<br />R'[Mv Nam aW 11 srat>
<br />'PAAi F'-'m` . �J..o�n-iu''•'" .Ieee (MQ4 iM3, ru 114eaW.. 20- t 75
<br />WALTER A Tun h_ pt. -- 4H•F . ale
<br />- -.. ANCHORS (SEE SECTIONS k ALIFJINAtIVES ON SHEERS 13, 14, 16
<br />r R-1
<br />A/13, R-2A/13, R-SA/14, R-1 B/13, R-29/13, R-38/14, r wA2.
<br />D.W( . '• 111-1AW/15, R-2AW/15. R-3AW/16. te-+ew/1s R-2BW/I5. R-3BW/16. I•
<br />--T
<br />30010 — - - _ I
<br />L� O O O O O
<br />,A
<br />DAM.�3
<br />1
<br />�wRL
<br />REGULAR S PAEAN
<br />4-0-20.1• SS, BOLTS Wft
<br />1 (USE FOR PANEL LENGTH
<br />OVER 7'-°,
<br />' !
<br />I
<br />�
<br />-
<br />LIFE SAFETYI --_�_ -.•I
<br />i-.
<br />•.-�
<br />__I
<br />i
<br />f
<br />__..L...
<br />M
<br />.___.__�. •_.1
<br />._..
<br />BOLAAT I -Su
<br />'T
<br />__. DON O LIFE
<br />PANEL BOTTOM CORNERS
<br />_-
<br />T�
<br />.-
<br />r-.1��..
<br />_
<br />) O
<br />_ _.I _._... .I
<br />L/2
<br />T.'
<br />YAE
<br />PMEL LENGTH
<br />B'-S' 0 .40.0. -40.0 p.d.
<br />(W/ OVERJ•P WD PANEL LENGTH WIT)
<br />1
<br />71-4' 0 .50.0. -54.0 P.N.1
<br />(W/0 OY[RIAP YO PANEL LENGTH BOLT)
<br />_L
<br />MIN. PANEL LI]CTH
<br />LaC 2AT
<br />A
<br />AT AL Mo1NreNcs
<br />L/7
<br />P
<br />i
<br />_OyERMp--OVEAIAP
<br />Or O DUNG NUT AT E iI. WM NUT AT I
<br />,ili LEFT PANEL R09 PANEL r 1' INSTALLATIONS ONLY VALID FOR 'WAND
<br />I• MIN. R-1A/13. R-2A/13, R-3A/14, R-19/13. *-29/13, R-30/14, 1' Nall, SPEED UP TO 170 m0
<br />R-TAW/15. R-2AW/NISI R-SAW/18. R-1HW/NISI R-20W/15, 11-38IW/16.
<br />- ANCHORS (SEE SECTIONS k ALTDINATIAS ON SHEETS 11 14, ,a 8111}- _..._.....---__._
<br />Ile MAX GAP
<br />LIFE SAFETY STORM PANEL Ct� ELEVATION (t) -"
<br />T SCALE 1/4•.1-
<br />..�„EG" 2.667' �R[OIRM LML
<br />STORY PANEL ("k msfl t -1 Ow WLLM a1O11M PANEL
<br />iivsr
<br />MDR. 6w SVL L1C�{ ' , i9
<br />-=h - -<'_¢ .faaccFl_a.
<br />lfv] s TF �
<br />LIFE SAF PANEL $ : # s FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone
<br />,P'• �' Q• won nrzW .0 r}.
<br />EXTERIORNG\a4� 24 GAGE GALVANIZED STEEL STORM PANEL qD,,,,,,�
<br />._ �71�EGLOBAL PROTECTION PRODUCTS, LLC. D.TE
<br />SECTION A -A raA :�a .DIY aim 6« 51ANNSINTT
<br />SLUE ,/4'.,• r.,. A, _1w, "6r11 2 Ax I 20-17s
<br />Isj'. FIIa(. In.He.-Tsae, f4a Iwa14.R-enl
<br />CA-DODeT,N-'11 W-•L-• aEMIRO 4.
<br />P.C. 9OL/9OM1,eR/MlE RALIEP A n .N., PC aM ^", SMnI 1/ d 1/
<br />Po' 1i
<br />INSTALLATION
<br />DETAILS
<br />INTO
<br />FOR LIFE SAFETY
<br />WOOD STRUOT ES
<br />PANEL ;_1)
<br />I
<br />,•
<br />�°URED
<br />WOOD NUOER
<br />REOUNED
<br />f _. _:
<br />F'
<br />}'0()O MERGER
<br />aCOut
<br />/ STOOD N(ADO!
<br />REnLRIiD
<br />~
<br />14Y TAPtaN /
<br />1/4'0 TAPCON
<br />ANCHOR
<br />w,
<br />., ,4•e ,APcoN
<br />, 11 TIWOpf
<br />T ' l • r
<br />i 1
<br />• r oa
<br />• s• DC
<br />,
<br />NOR • t• ox
<br />O.C.
<br />,,w{.} •, ",
<br />1n ,1/a'
<br />/'', _
<br />-
<br />In tlMAIL.,
<br />1n• 1 4•
<br />t
<br />t
<br />._..
<br />( -- '
<br />%
<br />I
<br />1
<br />{
<br />/1
<br />DIbTI X
<br />H�•.R
<br />...
<br />eLn •
<br />aanl•
<br />A /' -14 1 t cr'OM'RI%'
<br />cuss a ♦
<br />n _..
<br />/'
<br />1
<br />k!__/ oa ExmtEfA,.n
<br />I-- WIO alAss M
<br />1�
<br />_ _
<br />CLASS
<br />r i �'
<br />! B4ewp Nvt FGIASS`-•11 I
<br />Y-47
<br />1
<br />0
<br />�e•,OI
<br />IMH OMI Y.e �
<br />1 a
<br />1 ?
<br />P
<br />`L• yYl tl �
<br />1 IeNeN aleR
<br />II I
<br />` l• 1MX
<br />p
<br />a -
<br />i MIN,
<br />°•
<br />PANEL lE7MOTH II
<br />(SEE ELEVATION U
<br />t - '
<br />1 1 'l• Yn.
<br />S
<br />n � _ - _ �.. 3 (SE1 Etv"10N
<br />11
<br />11MeL lS,leM
<br />nivow
<br />'
<br />ON SIIRT 12) el - (/
<br />,vl ILENWH
<br />ON
<br />1 1 ON s,m 12)
<br />._
<br />11
<br />ON a w 13)R
<br />1 1' mRL
<br />ON MW 12)
<br />I
<br />IIT
<br />1
<br />win
<br />r---''EjOP
<br />/._..
<br />I Iw-- SLPARATION-
<br />1
<br />11- SEPARATIOlit—
<br />I a TO
<br />I
<br />\:/
<br />V Ln
<br />cuss,
<br />1
<br />i i•
<br />�I�
<br />.", i
<br />7)+
<br />i TO GLASS
<br />3
<br />+
<br />it
<br />r •rs
<br />'
<br />i
<br />-,
<br />1/4.6 TAPCON -t _..J4•e
<br />'iWONd1 0 r O.C. `
<br />TAPCON
<br />A14CIOR 0 r O.C.
<br />10 _
<br />jj,. -
<br />I/. i TN'CON 1- 4' *(X&
<br />ANCHOR 0 1. O.0 PLAT(
<br />are•
<br />',
<br />tintio REO W/ am ..,
<br />STAIN= W/ WUD
<br />i I
<br />NEouWD
<br />1 4Y tAMOM
<br />ANcNa 0 r Olt.
<br />rite. w
<br />MAtlEOLNKD
<br />WOW
<br />ROURfD
<br />ALTERNATIVEALIERM R-LBW
<br />LIFE SAFETY PANEL
<br />eL
<br />��
<br />I�LIFIitlATlllE
<br />O LIFE
<br />B Zfl1K
<br />SAFETY PANEL
<br />WALL MOUNTINGS
<br />SCALE 3/e-1
<br />N,,,,HFUN,
<br />4N00rL(I A Tf([/l4ti ,ti
<br />WALL MOUNTINGS
<br />sG I s/e=,
<br />✓ z
<br />+ �'CEN S ''''% s
<br />d 3•
<br />FLORIDA BUILDING CODE Non High Velocity Hurricane Zone),
<br />NOTES-
<br />I. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN
<br />_ '0. 44167 i
<br />' * _
<br />wo3a 11R0' .c_
<br />24 GAGE GALVANIZED STEEL STORM PANEL OA-r�,'N
<br />PRESSURE RATINGS (P...I)) AND PANEL LENGTHS AS
<br />PFR ELEVATION ON SHEET 12.
<br />..
<br />- - :
<br /># •o'•. STATE 0� ; ._
<br />% 1 L E C O INo.
<br />01 wn�
<br />GLOBAL PROTECTION PRODUCTS, LLC-
<br />2 FOR NEW WOOD FRAME CONSTRUCTION, WOOD
<br />9 '.• F R'"'• d
<br />rI
<br />. O E 10 tv2
<br />OR
<br />T.- I[H3�un
<br />,.....•.oN n law
<br />NewHe.•iLsl)�
<br />M T PI
<br />MEMBERS 0 BE N
<br />EMBE SOUTHER NE
<br />W SPECIFIC
<br />No 2 SPEC
<br />, /
<br />H F
<br />r , 1
<br />r.... n u
<br />i . TJw1
<br />m a`
<br />�-•�»•••
<br />_
<br />. 2 0 175
<br />->ea es4 «R-an
<br />naNr. 43a AX. T
<br />( leeo
<br />DENSITY OF 0.55 OR EQUAL
<br />4N---
<br />'•A
<br />-^+
<br />IN11M11 r,AE/OAtt
<br />1mLIEH A IIUIt h. PF
<br />•An-tl wMST ,1 O la
<br />MAYWl131 ♦_S-n- DESIGN PRESSURE RATING (D.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL 11INSTALLATIONS INTO CONCRETE k CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS i THRU 6. ON SHEETS 4 do 5)
<br />MAX- A, S.O.
<br />DESIGN
<br />PRESSURE
<br />"TING
<br />(P.AI.)
<br />MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW
<br />APPLICABLE
<br />TO
<br />k fU,
<br />C'OkOkM OM
<br />OF twu
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />•L'
<br />in')
<br />MAX. AS.D.
<br />DESIGN
<br />PRESSURE
<br />RATN40
<br />(P.i.1.)H:kiC%w
<br />MAXIMUM ANCHORS SPACING FOR YIN E.D. PER SCHEOIAE BELOW
<br />APPLICABLE
<br />RI
<br />k �,
<br />UAXAAIY
<br />PANil
<br />LENGH
<br />4•
<br />(A)
<br />bWDDN
<br />SOLID -SET
<br />PNNELMITE
<br />FEMALE ID
<br />PANEIAM
<br />PLUS
<br />LVY'C-NAAN
<br />CALX-N
<br />TAPCON
<br />SOUD-SEE
<br />PANEIANTE
<br />FEMALE
<br />PNIEL)IATE
<br />PLUS
<br />7AM•C-NAWN
<br />CAL7(-N
<br />A
<br />ro
<br />Oall�[
<br />jk
<br />m
<br />ro
<br />Ot!!aR
<br />KO.�ATT[
<br />m
<br />COIoatC
<br />ro
<br />ro
<br />ro
<br />FE
<br />TO
<br />m
<br />A
<br />I>Dt.B74a,ON
<br />OF INKY
<br />>.a14 -Ie
<br />To
<br />474 -7e
<br />,3•
<br />„•
<br />,s
<br />•
<br />13'r
<br />IF
<br />+3•
<br />+3•
<br />u•
<br />,r
<br />IY -
<br />12•
<br />t
<br />,°•
<br />,
<br />e'-r
<br />0R
<br />Lm
<br />-7L -76
<br />.11A-Ilea
<br />•
<br />13'n
<br />a•
<br />,r
<br />to ,_
<br />ts•
<br />e ,
<br />IF
<br />ton
<br />7 ,
<br />t
<br />s /x
<br />IF
<br />4 1
<br />_
<br />,
<br />OR
<br />LL3S
<br />IF
<br />it*
<br />13,13•
<br />IJ•
<br />IF
<br />IF .
<br />_
<br />- IF
<br />12-
<br />Ir
<br />lo•
<br />I G;sTTDM)
<br />13'
<br />6 1/2•
<br />IF
<br />IF
<br />13•
<br />1
<br />IF
<br />r
<br />tW
<br />7 1/2'
<br />IF
<br />r
<br />I (eonolf)
<br />,r
<br />1+•
<br />IF
<br />13•
<br />IF
<br />it
<br />Ir
<br />1Y
<br />1D•
<br />1r
<br />IF
<br />IV
<br />2 MIF)
<br />IF
<br />r
<br />Ir
<br />+0 ,-
<br />IF
<br />° I/!•
<br />IF
<br />c 1/2•
<br />7 fn'
<br />a In'
<br />13•
<br />4 1/x•
<br />! (+OP)
<br />IF
<br />,1•
<br />IF
<br />IF
<br />IF
<br />IF
<br />I!•
<br />tr
<br />1r
<br />Ir
<br />lr
<br />to'
<br />2 (Borrow)
<br />IF
<br />r
<br />IF
<br />Is,
<br />IF
<br />/ tn•
<br />IF
<br />a 1/r
<br />is t/e
<br />7 ,n•
<br />13'
<br />6 1/2'
<br />2 (90170M)
<br />IF
<br />1r
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />it,
<br />,r
<br />IV
<br />3
<br />IF
<br />7'
<br />Wtr
<br />IF
<br />11,/r
<br />IF
<br />/ 1/r
<br />10 ,
<br />7 In'
<br />IF
<br />r
<br />3 Cw)
<br />2 11r
<br />IOC 1/2.
<br />i 1/4-
<br />a t 4'
<br />12,
<br />Is I/
<br />-
<br />-
<br />e Ile1
<br />1/0
<br />3 (BORON)
<br />it mr
<br />12,
<br />• 1/r
<br />6 T r
<br />2 Tn
<br />6 1/a•
<br />-
<br />-
<br />° Ip'
<br />6 1%••)
<br />(kirlui
<br />r
<br />e
<br />a•
<br />r
<br />e
<br />r
<br />6'
<br />s 11r
<br />r
<br />a•
<br />a'
<br />4 1/r
<br />(TOR)
<br />Y
<br />r
<br />r
<br />e'1/2•
<br />r
<br />3 1/r
<br />r
<br />4•
<br />4 I/2•
<br />r
<br />a 11r
<br />21/2.
<br />4 (�i
<br />a•
<br />,3=
<br />-
<br />r
<br />-
<br />e•
<br />/`
<br />r
<br />6•
<br />-
<br />r
<br />-
<br />4 IeoTmIF)
<br />e•
<br />-
<br />6 1/2
<br />-
<br />e'
<br />-
<br />Ir
<br />- _
<br />° tn'
<br />-
<br />r_.
<br />_-
<br />(BortOY_)
<br />IF
<br />_-_
<br />tr
<br />IF
<br />IF
<br />1F
<br />,s•
<br />I IF
<br />to,
<br />S mm
<br />tr
<br />■ 11r
<br />IF
<br />it
<br />IF
<br />r
<br />IF
<br />r
<br />to-
<br />7 i
<br />,3'
<br />6•
<br />a (T(T( d)
<br />,t'
<br />it
<br />^,r
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />1r
<br />",r
<br />15•
<br />Ir
<br />a mmmm)
<br />IF
<br />r
<br />IF
<br />IF
<br />IF
<br />1 In•
<br />IF
<br />t I/r
<br />0 1
<br />7 1/r
<br />IF
<br />e=_.
<br />a (NWMM)
<br />Ir
<br />/1•
<br />IF
<br />IF
<br />IF
<br />it
<br />tr
<br />1r
<br />IF
<br />,r
<br />13•
<br />10'
<br />a (top)
<br />IF
<br />°•
<br />,]•
<br />10 ,
<br />1r
<br />. I/Y
<br />,r
<br />1 ,/r
<br />7 In•
<br />a 1n•
<br />13•
<br />4 ,n•
<br />6 (ioii
<br />-
<br />-
<br />6 1 4•
<br />a , 4•
<br />0 , 4•
<br />A 1 4•
<br />-
<br />-
<br />-
<br />-
<br />/ 14'
<br />6 1/4•
<br />6 »)
<br />-
<br />-
<br />/ 1/4'
<br />t 1/4*
<br />a 1 4•
<br />6 1 e
<br />6 / 4'
<br />6 1 4'
<br />-
<br />-
<br />0 Ile
<br />6 1/4.
<br />6 (tact
<br />IF
<br />7 fn
<br />i3'
<br />tr
<br />lr
<br />lr
<br />t
<br />tr
<br />1,'
<br />a'
<br />Tr
<br />a t !
<br />,
<br />•
<br />TD
<br />r-o
<br />it
<br />3'
<br />13•
<br />t ,
<br />,
<br />6 1
<br />Ir
<br />6 t
<br />7 ,n•
<br />5 1
<br />Ir
<br />• iry
<br />,
<br />» -r
<br />IF
<br />7 I
<br />IF
<br />13'
<br />Ir
<br />,s ,n
<br />IF
<br />f) 1/2"11
<br />1
<br />6'
<br />IF
<br />r
<br />t (aDftOm)
<br />IF
<br />s 1/r
<br />IF
<br />IF
<br />IF
<br />1•
<br />IF
<br />r
<br />IV
<br />7 1/2'
<br />IOC•
<br />r
<br />, (BORON)
<br />is,
<br />7 1/rIF
<br />13,
<br />IF
<br />IV
<br />IF
<br />Ir
<br />1,,
<br />r
<br />13'
<br />a 1/2•
<br />2 (1w)
<br />IF
<br />e•
<br />IF
<br />o ,n
<br />IF
<br />a 11r
<br />Ir
<br />s ,/r
<br />7 1/2'
<br />a 1/Y
<br />Ir
<br />4 try•
<br />2 fro►)
<br />Ir
<br />7 try•IF
<br />,r
<br />IF
<br />to ,n
<br />13•
<br />l0 1/2
<br />11 ,
<br />r
<br />IF
<br />r
<br />2 (eOT�
<br />,r
<br />r
<br />IF
<br />1r
<br />IF
<br />/ 1/r
<br />IF
<br />t 1/r
<br />0 1/2'
<br />7 1/7•
<br />IF
<br />4 in•
<br />2 (6oTTOM)
<br />1.3•
<br />7 I/6•
<br />fr
<br />13•
<br />D I/2
<br />IJ'
<br />10 1n
<br />„ 1n
<br />t•
<br />i!•
<br />r
<br />; (70P)
<br />,Y
<br />T
<br />,r
<br />t3•
<br />1Y
<br />t 1/r
<br />Ir
<br />s 1n'10
<br />,n
<br />7 ln•
<br />13•
<br />r
<br />3 (FOP)-
<br />-
<br />2 1/
<br />t i 4•
<br />/
<br />e 1 /4'
<br />2 1/Y•
<br />6 1/4'
<br />-
<br />-
<br />a 1/4
<br />t i%I•
<br />3 (IOTIpI)
<br />_-
<br />2 1/Y
<br />A 1
<br />e 1/4.
<br />1 1/•'
<br />t I/Y
<br />/ I/4
<br />_-
<br />° 1/P
<br />6 1/4'
<br />3 (aOT,DY)
<br />r
<br />7 I/r
<br />4'
<br />-a•
<br />4 I/r
<br />e'
<br />3 I/2•
<br />r
<br />3•
<br />4 CW)
<br />r
<br />r
<br />r
<br />a In'
<br />Y
<br />3 1/r
<br />r
<br />4-
<br />4 1/r
<br />r
<br />6 I
<br />•
<br />r
<br />a
<br />6'
<br />r
<br />(eDITI>•I)
<br />r
<br />a Ile
<br />-
<br />a'
<br />-
<br />r
<br />-
<br />a 1n•
<br />-
<br />r
<br />-
<br />4 (eoTlall
<br />,r
<br />7 Try•
<br />IF
<br />1r
<br />1]'
<br />10 1/Y
<br />13•
<br />10 1
<br />1 ,
<br />a•
<br />IY
<br />Y
<br />(TOP)
<br />13•
<br />6 1n•
<br />I3•
<br />1r
<br />Ir
<br />e'
<br />13•
<br />r
<br />tr
<br />7 ,
<br />q'
<br />B'
<br />0'oP)
<br />IF
<br />7 1/r
<br />IF
<br />1r
<br />+]'
<br />10 In
<br />IF
<br />to to
<br />, I/2
<br />r
<br />IF
<br />Y
<br />a (e0TT01A)
<br />IF
<br />r
<br />IF
<br />13•
<br />IF
<br />1 1/21
<br />Ir
<br />1 wr
<br />to ,/2.
<br />7 tlr
<br />IF
<br />6'
<br />6 (BOTOM)
<br />1r
<br />7 ,
<br />1r
<br />13•
<br />13•
<br />+0 1n
<br />tr
<br />/0 1/
<br />, ,
<br />r
<br />13•
<br />7•
<br />/ OOP)
<br />13'
<br />a•
<br />/r
<br />Ir
<br />a t/r
<br />it
<br />6 1n•
<br />7 1/Y•
<br />S 1/r
<br />tr
<br />• +/3'
<br />I
<br />6 7/I'
<br />6 I 4'
<br />1 1/4•
<br />6 1 P
<br />-
<br />-
<br />a I rat
<br />4•
<br />a (aoTL»
<br />-
<br />-
<br />6 1/4-
<br />• 11r
<br />6 T r
<br />a 1 .•
<br />-
<br />-
<br />a 1/4-
<br />4 1 4.
<br />6 «
<br />SEE SHUT I I rw ANCHORS TYBE R SMCUq TOR *pkLATIONS N10 em "As ILILOW
<br />• If«MW NNLNXt 4ACF*Qd NO MINIM LIAC DISTANCE AY wXGTID ON DAB 1I1041111AC NO LD
<br />17SS IMANt NOrGWD ON SCHEDULE NONCE AN04M SPRING In MATRLW,r. VAST ban ON
<br />SCNEDUE n M N UCRRO r14TDIIS FOR I,4, 014WTION TD N PORMIL Wl Lim S.A[NG
<br />OBTAINED NNG FACTOR SNAU W K LESS THIN UWAW SPAC" I DI AI;O f0N EACH UIGHUR I1PL
<br />SO,CORL
<br />ON INSANCHOR
<br />TYPE
<br />tArmM
<br />WAaan-
<br />,t.4,IMrt
<br />PAHe,rK,t
<br />2RMa-IB,Y
<br />ome-N
<br />MNeAAf AWCIIOR SPACMO (R)
<br />3 I/7`
<br />, IA
<br />"U"Um"m (IA)
<br />-
<br />_......_..
<br />31/r
<br />J
<br />1 ,/A
<br />! 1/Y
<br />DInAXUP.e.I a>Iow, •RIW
<br />l
<br />A ,n'
<br />� 1/a•
<br />ACIUL TOE DNWIGS ED.
<br />ACTOR
<br />« SPACINGS ONLY VALID WHEN SPACER IS USED, SEE T 'i FOR MAX. A.S.D.
<br />DESIGN LOADS le MAX."WHEN SPACERSUSED.
<br />ies•E.1i e
<br />A.B.D. DOM LOAD
<br />MAXIMUM PANEL
<br />11t6GTH
<br />40 P5c OR LESS
<br />6•-B•
<br />> 40 PSF TO 50 PSF
<br />V-2'
<br />> 50 PSF TO 60 PSF
<br />W-70-
<br />A MAX. PANEL LENGTHS ARE ONQ VALID FOR OWALLAT04
<br />A,U'uHItN,N W/
<br />SOLIO SET MCHORS III: W/
<br />SPACER AT 12 1/2• D.C.
<br />""'IcR A: Tr(l �'
<br />l •p
<br />,,1L(,•rI�,P
<br />FLORIDA
<br />BUILDING CODE Non 10 h Velocity Hu
<br />ricone Zon,
<br />4167=01A'aO'
<br />•Na
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />r.•.
<br />DRAWN n.
<br />* : *
<br />TE OE r-
<br />r
<br />I L E C O INS
<br />GLOBAL PROTECTION PRODUCTS. LLC.
<br />"2EE
<br />RIO I�`'•j".vzaerANvW21Enm
<br />20-175
<br />1/4.0 74KON
<br />INTO
<br />EXISTING p0UaF0 1/4'. TAPCON
<br />INSTALLATION DETAILS
<br />POURED CONCRETE OR
<br />_EXISTING POURED
<br />FOR LIFE SAFETY PANEL Cl)
<br />CONCRETE BLOCK STRUCTURES
<br />1/4.0 TAPCON EX,STINC PWREU 1/4'4 TM•CON
<br />EXISTING -ai m
<br />_
<br />ANCHOR 0 t• OC
<br />CONCRETE OR ANCHOR O e• OC
<br />CONCRETE OR
<br />ANCHOR 0 e• 0.L CONCRETE OR ANCHOR O 9 OC
<br />OONCREIV OR
<br />CONCRETE SLOGc
<br />:
<br />CONCRETE BLOCK
<br />CONCRETE
<br />'I REQUIRED.
<br />KDCK
<br />/ Y a:
<br />CONCRETE. BLOC%
<br />REOURCD.
<br />7
<br />REWIRED
<br />/
<br />REQUIRED.
<br />�?)
<br />C�
<br />, 1/4"
<br />I
<br />1/2' 1 4
<br />i 1/2'
<br />, •
<br />•i. y.
<br />1/2• 1
<br />wx.
<br />MAX. _. _
<br />-�
<br />MAX
<br />_ _ .IAAIL
<br />1
<br />ED•
<br />I
<br />CD•
<br />I
<br />EO•
<br />t,.
<br />I
<br />i
<br />1
<br />11
<br />R
<br />1 Ir SCpAWATHDN -
<br />1/41-2a1' DMIINy,_,II TO GLASS.
<br />I
<br />t•
<br />I
<br />It (
<br />1 _
<br />II -
<br />M- }EPANA;ION -
<br />41-SYY I ERN7EtFyl TO BASS
<br />I
<br />I 1/.Y-AI•
<br />f.XIST,NQ JI lu.OLn R�l CLASS
<br />d Ass �.- rGM
<br />N V A
<br />"
<br />�Y.. _ In, a wl
<br />EXISTING -,It ''E
<br />cuss ..� ••��
<br />ROC 1S0 MJ6/ ' OCASS a
<br />iN!►
<br />po
<br />i aF S0.n R
<br />II
<br />M1K FooeN4MYa
<br />I I1ar2-KNAL.4')
<br />II <•'
<br />1
<br />N.._
<br />R�imet Y-h
<br />II
<br />II
<br />IT
<br />IT
<br />MI,,
<br />II ,' Yln,
<br />1
<br />1 I l' MUK
<br />I PANCL LENCIH
<br />' (
<br />I ON sHCFi t7)
<br />I ISLE MEET 12)
<br />1
<br />R
<br />i
<br />n
<br />B
<br />i• MAX.
<br />HIIICL LENGI,H
<br />1 '..I >S E
<br />I ( LEVATON
<br />I ON SHEET tt)
<br />6
<br />a i
<br />. _.- F --
<br />- l' Y1n I
<br />1 'EL MAX. LENGTH n
<br />PANEL
<br />- (SEA ELEVATION p
<br />ON SHEET t2)
<br />I
<br />I A 1• MAX.
<br />j e' PANEL lENC1H
<br />I SEE ELEVATIOR
<br />I __ r ON SHEET 121
<br />'-
<br />II --SEPAL
<br />II 10 GlA3a,
<br />t
<br />II
<br />1
<br />I
<br />; - I
<br />B- SEPARATION 1
<br />O TO CLASS,
<br />II
<br />n
<br />j
<br />/i// f5rtj' i L/2
<br />1
<br />E.O(� e
<br />E.D.• j • � j
<br />I I
<br />s, 4 A A
<br />1/4-e TAPCON�J t 1/4 '0
<br />TAPCON�
<br />ANCHOR 0 r O.C. ANCHOR 0 e- 0C
<br />EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE Of'
<br />CONCRETE BLOCK REWIRED. CONCRETE BLOCK REQUIRED
<br />SECTION R-1B
<br />O LAR PANELS O LIFE SAFETY PANEL
<br />WALL MOUNTINGS
<br />SCALE 3/3-I-
<br />SEE SHEETS 15 k 14 FDA ANCHO"
<br />AYd1N1 111E
<br />_ 1/4'M
<br />IM a SPACING FOR INSTALLATIONS WM
<br />RANDOM
<br />two" AICNM OPIUM OL)
<br />3
<br />WOOD FOUR BUILDINGS
<br />MNIMW ARCNDR SPACINGS MO MINRAKI
<br />•Rw111 _ O.nWR. PAJ
<br />3
<br />'MI DISTANCE ARE NOGTED OR MM
<br />SCHEDVLL FOR LD. LEES n+M eXTM
<br />ON SCHEDULE REDUCE AICMM SPAC.4G
<br />4n 0.1 a-~w M.
<br />AffiRLMONCE SW
<br />I
<br />In MVLIIKIW 71A .G SHOWN ON
<br />SCHEDUUE byTNI FOUDWNG FACTORS
<br />roR THIS OPERATION To WE PD= L
<br />RLDVCED SPACNO OSTNRED USING
<br />rwmp S.WS NO, K LESS TWIN
<br />n)w
<br />MwKRIM SPICING 'ROMAtm FOR EACR
<br />AH GMR TYPE ON TRIS SCN:OUIL
<br />--•-•--. _ _.._.._
<br />l
<br />1
<br />L/7
<br />1
<br />1
<br />�
<br />LD•
<br />1
<br />E.0.4' -
<br />1
<br />1 EO jiiF
<br />E
<br />1
<br />0.-.
<br />EO'
<br />�f�4y_.2_R.y/1p_...,
<br />aan R
<br />Tut Ili
<br />can M�(3
<br />ev1/T oc
<br />1/4.4 TAPCON
<br />1/.•0 TAPCON
<br />ANCHOR O r O.0
<br />ANCHOR O 6' OC.
<br />CxrsnwG POLMCD CONCRETE OR
<br />EXIST04G POURED CONCRETE OR
<br />O REGULAR ANELS
<br />CONCRETE BLOCK REQURED
<br />O
<br />SECTION R-22
<br />LIFE SAFETY
<br />CONCRETE BLOCK Pfoulitm
<br />PANEL
<br />-••MNIRFI/NFIr
<br />WALL MOUNTINGS
<br />SCALE 3/6-1-
<br />N0.44167167 FLORIDA BUILDING CODE Non HI h Velocity Hurricane Zone)
<br />1STATE OF 7 woao n+roa 24 GAGE GALVANIZED STEEL STORM PANEL1. r -
<br />ssr[OR GLOBAL PROTECTION PRODUCTS, LLC.
<br />%••... IL ECOIN�. ..00>.,,tnFaT
<br />ONAL yG3p12� s os NW ---
<br />N1. / nw uWi.•�.e'r• '•r►WMEWIe u,'- oa,w NHorO fexMa i .. IA�x•.f 1.1.leeo-.,R, 20- 1 75 "Ooof11
<br />rr000eiw °•'•••D
<br />PALEA/rwW1RC/Mn RALTM A uAft i, B[ Y 1
<br />INSTALLATION DETAILS
<br />INTO WOOD
<br />FOR UEE SAFETY
<br />STRUCTURES
<br />PANEL (1)
<br />I _ WOOp Hm.
<br />l REQUIRED
<br />�J'L
<br />HEADER
<br />OIARFD
<br />1/ 4Y tAPCON
<br />Ai+CHOR a •• ot,
<br />1//4'1 Tr,PCOn
<br />_ANIIOR • e• a.c.
<br />r
<br />i(J t
<br />-
<br />4J
<br />1.14'
<br />+
<br />r
<br />1
<br />I
<br />�inssNG-a" I v4'rAn.
<br />" J aitw
<br />s vier,
<br />It wx
<br />11
<br />IL -=' -
<br />a• PANELUN01N
<br />PANEL. LENGTH
<br />fu 1 (SCE ELLVATON
<br />a
<br />(SEE ELEVATION
<br />1
<br />ON SHEET 12)
<br />:-- ON SNEEI 12)
<br />O Wa ;
<br />I__PARATA . I
<br />o
<br />GLASSSN
<br />II I
<br />n
<br />V7
<br />u � .t1r
<br />It 61llei.
<br />s
<br />'';" ♦ s w as
<br />10. �
<br />I • t® °G
<br />1
<br />2•.4 WOOD
<br />PLATE 1
<br />RFVUIRED .C
<br />PLATE
<br />REO
<br />r
<br />ANESMTF PLUS"14y0puE/2LsD
<br />0 12 1/2' O.0
<br />) J
<br />11TERNATIYE
<br />_REGULAR PSdE
<br />ALTERNATIVE R-38W
<br />O LIFE SAFETY PANEL
<br />WALL MOUNTINGS
<br />.HHHRHHIr.NH,
<br />A TIC(/1.0•
<br />SCAM 3/6-1•
<br />�rcP
<br />✓ 4
<br />,Tl`�'VCEN�r'•9 i
<br />44167 -
<br />FLORIDA BUILDING CODE Non High Velocity Hurricane
<br />Zone
<br />LG1F5
<br />* *
<br />.2= ItTIM Nc
<br />ONLY VAUD FOR MAX. A.S.D.
<br />STATE ::Q
<br />14 GAGE GALVANIZED STEEL STORM PANEL
<br />1. INSTALLATION ARE
<br />DESIGN PRESSURE RATINGS (p.4.1) AND PANEI.
<br />W ---.
<br />1
<br />•�O�' 1,10A jE='
<br />I L E CIL
<br />CIABAI PROTECTION PRODUCTS. LLC. `
<br />p1m/7°'0
<br />T PER ELEVATION ON SHEET 1
<br />LENGTHS AS E EE7 1
<br />-
<br />rrrz
<br />2. FOR NEW w000 FRAME CONSTRUCTION WOOD
<br />SrONAI F•�-,..�ti'
<br />/
<br />TM rT fE•n�.o 4 ["°
<br />1r IY >• RIeW
<br />a4m xW. el sr,en
<br />44AwA ONE. n. 353+.
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
<br />•N1fuRM1.AM % /
<br />H. Nasal rya.
<br />uM
<br />.ION n1-' rt1•NL O5,)EN-Ts.n, rN1«.Tw-a>v
<br />20-175
<br />DENSITY OF 0.55 OR EQUAL
<br />AL 1RAl/!L>Mlle[/OLTC
<br />G- me 1'r
<br />RALrEA A lug
<br />e- •TAW- •+ -•
<br />4 rc -_ OREI
<br />N+ i
<br />D"-01Q "'_
<br />'e or u
<br />O
<br />Q�
<br />cn
<br />Cu
<br />]
<br />O
<br />U
<br />>`
<br />Q
<br />Q_
<br />O
<br />0
<br />O
<br />C
<br />i�
<br />co
<br />U
<br />-0
<br />n-
<br />Cn
<br />Q-
<br />Q)
<br />CIS
<br />U
<br />Ca
<br />-0
<br />Cn
<br />�
<br />C
<br />C
<br />0
<br />CU
<br />O
<br />O
<br />LL
<br />O
<br />(U
<br />�
<br />_
<br />>`
<br />0
<br />O
<br />CIO
<br />O
<br />0_
<br />^�
<br />U)
<br />Q
<br />E
<br />z
<br />z
<br />w
<br />J
<br />C=)
<br />1�
<br />C'V
<br />O
<br />C7
<br />C2 W
<br />o
<br />.c c
<br />C TO V N
<br />m
<br />U_
<br />•o x
<br />IOC cz R-
<br />Ch N
<br />OB
<br />x
<br />3 = a3
<br />d CL.= C
<br />C3
<br />Cm NBC
<br />C7 •_
<br />cx :° 3 3
<br />co
<br />N a7 i7
<br />'co
<br />a
<br />to CL
<br />C =
<br />N O
<br />a AJ
<br />CD
<br />W
<br />O
<br />_0
<br />a-
<br />W
<br />� laaalat•�
<br />W
<br />L1J
<br />Z
<br />z
<br />J
<br />IZ
<br />SHEET NO.
<br />SH 1.4
<br />
|