|
POURS, CONCRETE. CONC` n
<br />BLOC- OR 2'.4- -000 FRAME
<br />REOUWED
<br />1'I
<br />M6n
<br />�
<br />IF t2• o.0
<br />Y
<br />st11lft.
<br />2 11//Y-
<br />I ALLOYdl
<br />60W.
<br />i
<br />A
<br />COAWL AHGLL
<br />"
<br />CASE A (PLAN)
<br />;GALE
<br />END CLOSURES DETAILS FOR INSTALLATION
<br />IN
<br />POURED CONCRETE
<br />CONCRETE BLOCK OR WOOD STRUCTURES:
<br />VALID
<br />FOR REO.ULAR• LIFE
<br />59ETY & E-Z HANG STORM
<br />PANEL
<br />I SYSTEMPOURED
<br />1
<br />1
<br />C
<br />"5VARIES
<br />4)10WFQ`.fv
<br />CO•ACRTE GLOOI OR
<br />FRALIF
<br />WL't
<br />iU
<br />1112• '
<br />Mhn
<br />POURED CONCRETE. 1 1
<br />CONCRETE BLOC- O= /-�,
<br />I --+ 7.
<br />V.'. • 1 3/4• TAPCON
<br />AITCHOR • 12• IOC...
<br />2 1/2'
<br />N ^ -
<br />2•.4• IF000 FRAME `ij! DR®
<br />REQUIRED i
<br />Y.
<br />1
<br />{f
<br />i
<br />T
<br />1
<br />Y 7'
<br />m (ALTERNATE LEG LOCATTON
<br />1
<br />VARIES
<br />' !r M. 97< L c131 2• 1
<br />4rA- 1
<br />. • LOSS'
<br />2• - 5• . O53•
<br />ALw. ANGLE OR
<br />o6p' 3t 03-HIS•
<br />C7
<br />�HLt,
<br />�! -1 - ` •� - �• I 1- "WI
<br />1KIN 4" BENT
<br />PLATE
<br />,r
<br />_..--►r.i-------- -_-.:
<br />N../OAP
<br />1/4, 4 ax! .S• . 4' ..072'
<br />a 12• oC._ 3103-M14 an 0063-R ALLEY
<br />r/3rOR1AfT C.At AMI ANGLE
<br />CASE B (PLAN)
<br />CASE C (PLAN)
<br />SCAM
<br />SCALE 1/4'. 1'
<br />15X
<br />- (MIN. PANEL
<br />OVERLAP BEYOND
<br />OPENINr WIOTH) POURED CONCRETE. COWOM
<br />BLOCK OR 7%4' WODD FRAME
<br />,WOUNED
<br />% - BO DISTANCE
<br />I
<br />CASE E (PLAN)
<br />SCALE 1/4•.t•
<br />2' a 3' '003. 3103 N-1. OP
<br />e TIOIU ALM CONT. ALW1
<br />ANGLE WITH 1{4'• . , J/4•
<br />TAPODN O 12 O.C.
<br />T"
<br />III ). FAIL,` Asset nrrtt
<br />W�
<br />('tl; -i
<br />POURED CONCRETE, CONCRETE I,
<br />BIOCX OR 2-.4• WOOD FRAME
<br />RLOURFJ
<br />CASE D PLAN)
<br />SCALE i/4'�•"
<br />q 1 OR ELCE m Ts T
<br />FEMALE
<br />ELCC vANE1.YATE
<br />\.ir •O ti.7 '�uACc C04CRE7, JfrsTING ,Rw Ar F..CU F NO
<br />OR fANf. n moa roP_ BcrO OR PANEEAMTE PWS (SEt
<br />vOLXWO mrsRClE, © ® OR ]•.•• u D SLUES F,Y QIJF ; SCHEWU ON SHEE14 9
<br />CONCRED FRA bR - VA --I a. cR,W[ RWP+Eo L APRl.,A9.E ,c l r,)
<br />2'.•• WOOD FTVWE !•' I.V.
<br />TRICOLORED
<br />1 t
<br />1 1 4 M.. 1
<br />!--a -© 0R®,1 �'� I <' yedn W/ NIGIORED FIWFIE a
<br />CASE G(PP
<br />,wlw •W�mRA • O`ER A. T%([/j 4 SCALE 1/4- 1-
<br />• 0O g=3� �.GENS ' N.
<br />VAJD FOR DIRECT MOUNT INSTALLATION ONLY B
<br />u erPc
<br />F ''. • CERTIFIED PANEL. INSTALLATION AT WALLS W/
<br />No. 44167 SURFACE LEVEL VARIATIONS WITHIN 3/4'
<br />* : * i r ? FLORIDA BUILDING CODE Mon High velocity Nunkone Pone
<br />CASE F PLAN) - _ mm ixrm 4F.P.
<br />�L—.- % 9 C
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />SCALE t/r•.t• 's,O,nE; �[OR10P .`•��N?` Orr w:
<br />s'•Sc/� (L E C O INc GLOBAL PROTECTION PRODUCTS. LLC. 62 m
<br />Inn
<br />a ! (HMI�•rr WWAM1 •9m iW. 51 Si16t1
<br />NRO TY n 3Nr 0-r n. 3vI• 20-175
<br />I Don al -ARM ti 1110 n,_,ap IrfpNl (9!•NN-TS•A FN IWjM-am
<br />P C.-
<br />E sc." tAM Elo ,E =179-9 Rw ORAWRN Ho
<br />wm A IA.I Y. Pt IT a ,e
<br />7
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM ANCHOR 5PACR&
<br />SCHEDULE FOR REGULAR STORM PANEL `,) INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL 1OINSIALLATIONS AS PER ALTERNATIVES 1W THRU 41N, ON SHEETS B k 7)
<br />MAX. A.S D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P.-f
<br />MAXIMUM ANCHORS SPACING FOR E.D. AS SHOWN ON SHEETS 6 k 7
<br />APPLICABLE
<br />TO
<br />iERNA
<br />a ANY
<br />F THEN
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />1'
<br />(H
<br />TAPCON
<br />LAG SCREW
<br />PANELMATE
<br />FEMALE O
<br />PANEUAATE
<br />PLUS
<br />WOOD BUSHING
<br />13-
<br />13'
<br />IF
<br />13,
<br />13• _
<br />T3"
<br />13•
<br />1W (TOP)
<br />/3•
<br />73•
<br />tr
<br />1W (Bt)ffDY)
<br />6 I/2•
<br />6 ,/Y
<br />6 1/2•
<br />a 1/2'
<br />a 1/2'
<br />(1"
<br />-
<br />-
<br />6 1/4•(aDtT•)
<br />s'Olo•
<br />a_
<br />a'
<br />e'
<br />r
<br />-
<br />0OM
<br />LESS
<br />_. lr
<br />13•
<br />Ir
<br />Ir
<br />13*
<br />III
<br />.b, -O
<br />OR
<br />LESS
<br />- WIr
<br />13•
<br />,r
<br />13"MorrDM
<br />,]•
<br />1r
<br />13,13'
<br />8 1/2
<br />• (1aP)
<br />tr
<br />Ir
<br />Ir1}•
<br />6'
<br />IOU [BOTTdI)
<br />6 1!r
<br />6 1/r
<br />6 1/2'
<br />6 1n'
<br />6 1/2•
<br />OOP)
<br />-
<br />6 1/4,
<br />12 1/2•
<br />6 1/4•
<br />muff..)>a'-O'
<br />A 1 2
<br />4•
<br />5 IIT
<br />6 fn'
<br />-
<br />(TOP)
<br />µ -4-
<br />4 in'
<br />• I/2'
<br />r
<br />Y
<br />-
<br />3w (eorloMM)
<br />TO 1/2*
<br />Is 1/2'
<br />12'
<br />IY
<br />A.
<br />W (TOP)
<br />• SEE TABLE /1 FOR LAX. A.S.D. DESIGN LOADS N6 WX- PANEL LENGTHS WHEN SPACER IS
<br />USED. CORRESPONDING ONLY TO ALTERW(TE 2W ON SHEET B
<br />MAX. A.SC
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(c.Rr)
<br />MAXIMUM ANCHORS SPACING FOR LET AS SHOWN ON SHEETS 6 d 7
<br />APPLICABLE
<br />TALZTYE,PANEL
<br />a ANY
<br />COMBINATION
<br />OF THEM
<br />WVIMl1M
<br />LENGTH
<br />L•
<br />TAPCON
<br />LAG SCREW
<br />PANELVATE
<br />FEMALE ID
<br />PANELMATE
<br />PLUS
<br />WOOD BUSHING
<br />u-
<br />13'
<br />1 a
<br />1 r
<br />1 ]
<br />IOU DP)
<br />Ir
<br />13•
<br />tr
<br />Ir
<br />r
<br />1W (WITOM)
<br />6 1/2-
<br />6 1/2•
<br />9 1/2•
<br />6 1/2•
<br />a t/t•
<br />pw (TOP)
<br />-
<br />-
<br />6 1/4•
<br />12 1/2•
<br />6 1/4•
<br />The Mr.-)
<br />S'�-0'
<br />--
<br />r
<br />7 1/2•
<br />B•
<br />e•
<br />..__
<br />Ar
<br />LESS
<br />7 1/2-
<br />or
<br />B•
<br />r
<br />-
<br />3W (Ilommo
<br />Ir
<br />13'
<br />Ir
<br />Ir
<br />13-
<br />_
<br />>«Is, -45
<br />7D
<br />.75, -75
<br />Ir
<br />Ir
<br />13"
<br />Ir
<br />U•
<br />4W (BOTTOM)
<br />tr
<br />Ir
<br />Ir
<br />it
<br />to'
<br />Ite (RIP)
<br />,r
<br />Ir
<br />is"
<br />Ir
<br />6 Ile
<br />tr (BOTTOM)
<br />6 1/2•
<br />6 1/2•
<br />6 1/2•
<br />6 1/2•
<br />61n'
<br />(TOP)
<br />-
<br />-
<br />6 I/4'
<br />12 1/2*
<br />Is 1/4-
<br />(son'.)
<br />>5 -0•
<br />r 1/2'
<br />S•
<br />7 1/2'
<br />7 1n'
<br />S•
<br />5 1/Y
<br />e•
<br />e•
<br />-
<br />3W (BOTTOM)
<br />13'
<br />,2'
<br />73•
<br />t!•
<br />S 1n'
<br />4W Oap)
<br />_ ,3• _
<br />_3_ ____
<br />_ ,7`_—
<br />'3• .-_
<br />t0'
<br />4W (BOTTOM)
<br />• SEE TABLE 11 FOR MAX. A.S.D. DESIGN LOADS k MAX . PANEL LENGTHS WHEN SPACER
<br />sy IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6
<br />JMLLAL
<br />A
<br />A.S.D. DESIGN WAD
<br />YA)SM PANEL
<br />LENGM
<br />40 PSF OR LESS
<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 fp0ALE to OR PANEL MATE PLUS
<br />ANCHORS x W/ SP�(IFIEA-VA& 1/2 O.C.
<br />ER A. T JU/r.
<br />3P. �GEN S 9 FLORIDA BUILDING CODE (Non Nth Velocity NUT Done Zonl
<br />N 44167 1a nttm Ae'. 24 GAGE GALVANIZED STEEL STORM PANEL 6RMA'N'er,
<br />S p 7
<br />C
<br />n ne2e
<br />_ GLOBAL PROTECTION PRODUCTS LLC.
<br />' ATE of •' Ti L E� C O L.c TE PL><
<br />am S r 5, SRHT
<br />Iz�OF' RICO, : t1 .�Ly nLa TOP` urea a tNP�l,lcps,�4eew��1�1� atc rL 353t
<br />4�dSf"......"tC1V\ , - •,'•• ueN� .aio .mow, m-,u. naNE (95.)Na-7w. TAX. E96+xw-•m 20-175
<br />'IF1V L) G-110067f9 ROOM rr
<br />/ j4 III/II.A IYIE/DAR rAL)7R A T%111 Jr. PE r .AEI 11 P 11
<br />iNSTAL•LATION DETAILS FOR LIFE 5AFFTY PANEL n
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4Y tAPGON E)5T,NG POURED r /T'r 1APC•OH _ _ EXLSTiNG POURED
<br />ANC/OR P r OX CONCRETE OR ANCHOR 4 9 ] CONCRETE OR
<br />CONCRETE BLOCK CONCRET�2;
<br />K
<br />REOUNIED. REONREO
<br />I
<br />r
<br />II/a' - If2• )1/4'
<br />GLASS
<br />EXISTING POURED CO.
<br />CONCRETE OR
<br />CONCRETE BLOCK
<br />REOUXREO
<br />1/4 Is PNNELMATE PLUS
<br />ANCHOR O 12 1/2' OC
<br />•
<br />SEE SHOM 15 A 1f FOR ANCHORS TYPE a SPACES FOR
<br />MSFA1,-1ONS Wo WOOD FRANK SEAM=.
<br />Y••Kr ANCNDII SPAGN6S AND Y'NI'AA EDGE D1670 CE
<br />ARE N(WT[D ON THIS SCHEDULE, TOR E.0 LESS TWW
<br />INDICATED ON SCHEDULE REDUCE ANCHOR SFACM By
<br />WATPLYWC SPACING SHORN Oh SCHEDULE BY THE
<br />FOLLDWIS FACTORS FOR THIS OPERATION TO K rOS4HE.
<br />REDUCED SPACMG 01110104D LYING FACTOR SOUL IKR BE
<br />LESS THOU AWMIRA 9PA[r0 INDICATED FOR EACH A1D4011
<br />TYPE ON t4R5 SCHED+LF.
<br />ANCHOR TIDE
<br />_ iNmN _
<br />PLUSSHi�
<br />.LYrmlw .N_•HOR WK" ORJ
<br />3
<br />1
<br />N--wroM lorr,Rw a-)
<br />3
<br />3
<br />II,1AA[, R I CrlewM THEM LTV
<br />J
<br />a 1A2
<br />AMK WK mores IOU
<br />fAm
<br />ea9
<br />- 13s
<br />T
<br />1
<br />4
<br />e
<br />i
<br />A
<br />j
<br />t
<br />e
<br />■
<br />a
<br />=l
<br />EX,SnNG POURED)
<br />CONCRETE OP
<br />CONCRETE BLOFi
<br />-
<br />RE.OIXRED,,�g��A�A•,,eeUI4ee
<br />' ++1PRINIM
<br />1/4'. INNELMAtE r
<br />ANCHOR (BEYDND,1
<br />WALL MOUNTINGS
<br />SCALE 3/8-1'
<br />r 3� ��•�CENSF: �'�9''
<br />* ' * : W.
<br />o' STATE Q
<br />50•. P 0 01 R r
<br />AlE d
<br />4 F •..
<br />J �•
<br />0 Q~
<br />InuN441NP. ,
<br />PE YA/9aNRr[/OAl[
<br />a
<br />1
<br />_ R.S IRE W
<br />, I
<br />1 MAX
<br />i 6• PANEL LENGTH
<br />1 (SEE ELEVATION
<br />1 ON SHEET t2)
<br />I SECTION R-38
<br />O LIFE SAFETY PA(y�L
<br />P2eto 1A/Ete. AND
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />6WYA"I,,
<br />L E CGLOBAL
<br />PROTECTION PRODUCTS. U.C.
<br />O1/a mee
<br />•W0 3.W 5, STKET
<br />20-175
<br />aa r 2.A YRsw •Mesa W mw•
<br />N a+ -we m-.w
<br />2 vat
<br />wOl'c: (aS.Nw-rw• FA% t9a•)ae-a2n
<br />!
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING
<br />(12.0.) AND
<br />CORRESPONDING
<br />MAXIMUM ANCHOR
<br />SPACING
<br />SCHEDULE
<br />I
<br />FOR REGULAR STORM PANEL I INSTALLATIONS INTO CONCRETE DIE CONCRETE BLOCK
<br />(VALJO ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 h 5)
<br />STRUCTURES
<br />MAX. 0.5.0.
<br />PRESSURE
<br />RAnNC
<br />(P -1)
<br />MAXAKIM
<br />ANCHOtS
<br />SPACING
<br />FOR
<br />MN E.D.
<br />PER SCHEDULE
<br />BELOW
<br />m XE
<br />I
<br />a ANY
<br />or T/E4�'
<br />MAXN11U4
<br />PANEL
<br />LE/KTH
<br />L
<br />00
<br />MAX. AS.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(PI r.)
<br />MAIOLIItY
<br />ANCHORS
<br />NG
<br />SPACIDESIGN
<br />TOTE
<br />YN E.D.
<br />PER SCHEDULE
<br />BELOW
<br />m ICJIGLE
<br />a ANY
<br />1b111rBeNA010tt
<br />MAM4UM
<br />PANEL
<br />tENO1N
<br />i'
<br />(,E)
<br />TA4NDN
<br />SOLID
<br />-SET
<br />PANEILMTE
<br />FEMALE
<br />Id
<br />PANEUMTE
<br />PLUS
<br />lAWf.-NAR1N
<br />C4LLK-N
<br />TAPCON
<br />SOLD
<br />-BET
<br />PANELMA,E
<br />FEMALE
<br />ID
<br />PAtALWTE
<br />PEIJ$
<br />2/AAAC-NN19/
<br />CNl1-W
<br />t mlmCo4CRTE
<br />m
<br />c�tE
<br />1 10ro
<br />,i
<br />iDOWRR
<br />ro
<br />ro
<br />�,r,.,,,.
<br />1'-"-"'
<br />ro
<br />ro
<br />ro
<br />m
<br />INTO W
<br />m
<br />Comm
<br />♦45. -45
<br />�
<br />Ar
<br />13•
<br />13•
<br />13•
<br />13
<br />13•
<br />Ir
<br />IY
<br />,3•
<br />13•
<br />13•
<br />1 W
<br />I (TOP
<br />6,-r
<br />011
<br />LESS
<br />.45, -45
<br />TO
<br />•AS, _65
<br />3'
<br />U'
<br />13'
<br />131
<br />Ir
<br />TS•
<br />tr
<br />Ir
<br />13•
<br />,r
<br />tr
<br />tr
<br />ITT 1n
<br />I (top)
<br />S'-6-
<br />OR
<br />LESS
<br />I]'
<br />1]'
<br />,]-
<br />U•
<br />t3'
<br />13,
<br />t3•
<br />13•
<br />tr
<br />t3•
<br />Ir
<br />I3•
<br />1 (BOITOII)
<br />,]'
<br />lY
<br />,!'
<br />tJ'
<br />Ar
<br />Ir
<br />tr
<br />tr
<br />tY
<br />I3'
<br />11 1/2
<br />T (BOTTOM)
<br />Ir
<br />is,
<br />13•
<br />IY
<br />tr
<br />13•
<br />Ir
<br />13'
<br />13•
<br />it
<br />Ir
<br />or
<br />2 VOM
<br />13'
<br />13•
<br />Ir
<br />Ir
<br />Ir
<br />13,
<br />,r
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />11 t/2
<br />2 OOP)
<br />lr
<br />1r
<br />tr
<br />Ir
<br />�r
<br />13'
<br />13'
<br />13•
<br />Ir
<br />it
<br />Ir
<br />Ir
<br />2 (BOTTOM)
<br />fr
<br />Ir
<br />Ir
<br />1r
<br />13'
<br />I3'
<br />Ir
<br />13•
<br />Ir
<br />13'
<br />13'
<br />11 I/2
<br />2 (BOTTOM)
<br />13•
<br />13'
<br />it
<br />,r
<br />I]•
<br />Ir
<br />1r
<br />13'
<br />td'
<br />,3'
<br />t3'
<br />1!•
<br />] (1aP)
<br />1!'
<br />1r
<br />,3'
<br />U•
<br />1]'
<br />tJ'
<br />t]'
<br />13'
<br />tr
<br />Ir
<br />Ir
<br />1
<br />1 n
<br />5 crop)
<br />12 1/2
<br />12 1/2
<br />6 1/Y
<br />6 1/4'
<br />2 1/
<br />12 If
<br />-
<br />-
<br />6 t/4'
<br />6 1/4'
<br />3 (BOTTOM)
<br />-
<br />-
<br />2 1/2-12
<br />1/2
<br />6 1/1•
<br />6 1/4`
<br />2 tn•12
<br />i/2
<br />-
<br />-
<br />6 I/f•
<br />6 I/4'
<br />3 (BOTTOM)
<br />e'
<br />6'
<br />r
<br />r
<br />e'
<br />r
<br />r
<br />a
<br />r
<br />a'
<br />r
<br />T 1/2.
<br />4 (TCP)
<br />a'
<br />5 Ilr
<br />6•
<br />a•
<br />r
<br />6 In'
<br />r
<br />7 1/r
<br />r
<br />r
<br />6
<br />5•
<br />4 (TOP)
<br />r
<br />-
<br />e
<br />-
<br />a'
<br />-
<br />r
<br />-
<br />e'
<br />-
<br />e•
<br />-
<br />(eonah
<br />6_
<br />lr
<br />-
<br />�
<br />a
<br />-
<br />r
<br />-
<br />r
<br />-
<br />a'
<br />-
<br />-
<br />e
<br />-
<br />4 (BOTTOM)
<br />Ir
<br />1r
<br />/r
<br />/r
<br />1r
<br />Ir
<br />�U•
<br />1]•
<br />,r
<br />,r
<br />13•
<br />I7!'.
<br />5 (TOP)
<br />Ir
<br />-1J•
<br />13•
<br />it
<br />,3•
<br />lr
<br />13-
<br />tr
<br />tr
<br />Ir
<br />It ,n
<br />5 (w)
<br />tr
<br />13•
<br />Ir
<br />1r
<br />13.
<br />Ir
<br />1r
<br />Ir
<br />Ir
<br />Ir
<br />UtOTTOM)
<br />13•
<br />,r
<br />13'
<br />it
<br />Ir
<br />Ir
<br />,r
<br />13,
<br />it _
<br />_
<br />Ir
<br />Ir
<br />it I12
<br />D (BOTTOM)
<br />s 90-F
<br />U_
<br />-
<br />it
<br />Ir
<br />Ir
<br />13•
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />- Ir
<br />1r
<br />13•
<br />6 OOP)
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />tr
<br />Ir
<br />Ir
<br />tr
<br />Ir
<br />fir_
<br />v-
<br />13
<br />n 1n
<br />-
<br />a 1/f"
<br />t 1/4'
<br />6 / 4•
<br />6 //r
<br />-
<br />-
<br />-
<br />-
<br />a 1/4'
<br />6 1/a'
<br />a (801T.••)
<br />-
<br />_
<br />6 //{'
<br />6 TIC
<br />6 Ile
<br />5 1/4'
<br />-
<br />_
<br />-
<br />-
<br />6 Ifs•
<br />6 1/4.
<br />6 (BOir.-)
<br />13•
<br />S•
<br />Ir
<br />to 1/2
<br />Ir
<br />T
<br />I]•
<br />r
<br />7 1/2
<br />5 ,n
<br />Ir
<br />4 In'
<br />i (TOP)
<br />>6H�,
<br />14
<br />Nd'
<br />1J'
<br />a•
<br />Ir
<br />Ir
<br />Ir
<br />a 1 r
<br />Ir
<br />a 1f
<br />9 1/Y
<br />6 In
<br />Ir
<br />S 1
<br />, (TOP)
<br />TO
<br />]
<br />•
<br />I•
<br />9 I n
<br />,
<br />t
<br />9:
<br />/
<br />1 1
<br />o
<br />7 7
<br />,r
<br />r
<br />1 t10nW
<br />/r
<br />7 /2'
<br />1•
<br />s
<br />1r
<br />I'
<br />!
<br />1 D
<br />T r
<br />1 o
<br />I 1•
<br />a•
<br />u
<br />6 1 n
<br />TTOY
<br />(BD )
<br />,]•
<br />r
<br />w
<br />o 1
<br />,]-
<br />r
<br />u•
<br />r
<br />T ,/2
<br />5 v:
<br />+r
<br />4 1 n
<br />-
<br />x crop)
<br />,r
<br />r
<br />Ir
<br />,r
<br />,r
<br />e t n
<br />tr
<br />Ilr
<br />6 /
<br />9 t /r
<br />6 Ilr
<br />!
<br />,r
<br />5 t '
<br />n
<br />2 crap)
<br />it
<br />7•
<br />Ir
<br />13,
<br />,Y
<br />9 1/2
<br />1r
<br />9 1/2
<br />,0 1/2
<br />7 1/2
<br />Ir
<br />6 1n•
<br />2 (BOTTOM)
<br />Ir
<br />7 1/r
<br />tY
<br />- 13•
<br />Ir
<br />to•
<br />tr
<br />to'
<br />11'
<br />W
<br />Er
<br />Ilr2
<br />(BOTTOM)
<br />Ir
<br />7•
<br />Ir
<br />13'
<br />,r
<br />9-1/2
<br />13'
<br />9 1/2
<br />10 1/2
<br />7 In
<br />13•
<br />6 1/2*
<br />3 (TOP)
<br />tr
<br />7 tn'
<br />1}'
<br />U•
<br />Is,/r
<br />tr
<br />10•
<br />11•
<br />rIr6
<br />1/2'
<br />! (TOP)
<br />+2 1/2
<br />,2 A
<br />e 1/4•
<br />a f/{•
<br />2 1/2'
<br />6 1/4•
<br />-
<br />-
<br />4 t/4•
<br />6 1/4•
<br />3 (BOTTOM)
<br />-
<br />-
<br />2 /n
<br />2 1/2
<br />6 1/4'
<br />6 1/4'
<br />2 t
<br />12 In
<br />-
<br />-
<br />e t/4•
<br />6 1/4•
<br />] (BOTTOM)
<br />Y
<br />J•
<br />e'
<br />5 t/2'
<br />r
<br />3 1/2•
<br />r
<br />4'
<br />4 1/2•
<br />3•
<br />5 1/Y
<br />r
<br />(LOP)
<br />i t/Y
<br />3'
<br />r
<br />r
<br />Y
<br />4•
<br />6'
<br />4'
<br />4 fn•
<br />3 1/r
<br />a 1/2•
<br />3•
<br />4 (TOP)
<br />Ir
<br />-
<br />e
<br />-
<br />s
<br />5 1/2"
<br />-
<br />1 1/2•
<br />_•
<br />(IOTTOIQ
<br />e•
<br />-
<br />r
<br />_
<br />a'
<br />-
<br />r
<br />-
<br />5 Ilr
<br />-
<br />7 1/2
<br />-
<br />(BOTTOM)
<br />/r
<br />7
<br />Is,
<br />13•
<br />Ir
<br />0 1/Y
<br />tr
<br />a ,/Y
<br />O 1/2
<br />7 1/2•
<br />11
<br />6'
<br />5 POP)
<br />13•
<br />a ,/r
<br />lr
<br />Ir
<br />,r
<br />,r
<br />it
<br />to'
<br />it'
<br />a'
<br />,r
<br />6 1/2T(Td)
<br />13•
<br />7•
<br />lr
<br />Ir
<br />jr
<br />9 Ilr
<br />3'
<br />9 1/2'
<br />0 1/2.
<br />7 Ilr
<br />Ir
<br />6 Ilr
<br />5 (BOTTOM)
<br />tr
<br />a I1r
<br />Ir
<br />tr
<br />tr
<br />To.
<br />Ir
<br />to•
<br />11'
<br />r
<br />1]'
<br />. 1/Y,r
<br />5'
<br />Ir
<br />0 1/2
<br />tr
<br />r
<br />tT
<br />r
<br />7 1/2•
<br />5 t/Y
<br />tr
<br />4 1/2
<br />6 (TOR)
<br />13'
<br />a•
<br />,r
<br />I]•
<br />I}•
<br />A 1/2'
<br />13
<br />6 ,/2'
<br />9 1/Y
<br />6 1/2'
<br />1J'
<br />S If2
<br />OOP)
<br />e 1/4'
<br />a 1/4•
<br />a 1/4'
<br />S 1/4
<br />6 1/4'
<br />6 1/1'
<br />8 (e07T-)
<br />-
<br />-
<br />6 1/{`
<br />6 1/4•
<br />6 1/.-
<br />6 1/4•
<br />-
<br />5 1/4'
<br />6 1/1'
<br />4 (90TTY)
<br />3' VAX.
<br />ID.M..02 . -'• wN.
<br />O or (
<br />TAM I IAAE RMDan
<br />DH Id SCHEDULE FDA ED
<br />Pi— SPADIIIG SNDW O.
<br />SSW. REDUCED SPI
<br />)CAT ED FOR [ p ANCHOR TYPE
<br />IR614><
<br />PLAN
<br />En4c-•Ter
<br />au-N
<br />3
<br />21n•
<br />2 I/z
<br />3
<br />A
<br />lip
<br />3 I/Y
<br />9.6E
<br />,ae
<br />---'.
<br />� /1 FOR MAX.
<br />9 't USED.
<br />ff).
<br />�': TATE
<br />O�r•. [DROOP.• s
<br />TABLE At A
<br />A.S.D.DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6.-e•
<br />> 40 PSF TO 50 PSF
<br />6'-2'
<br />> 50 PSF TO 60 PSF
<br />5'-10'
<br />A MAX. PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS 8 W// SPACER AT 12 1/2. O.C.
<br />ANCHORS (SEE SECTIONS 6 ALTERNATNES ON SHEETS 13, 14, 15 616)
<br />R-IA/13, R-2A/13, R-3A/14, R-18/13, R-28/13. R-38/14,
<br />R-TAW/13, R-2AW/15, R-SAW/15. R-1BW/15. R-2BW/15, R-3810I
<br />O O O O O
<br />l
<br />! i i I, 1 I
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />-,
<br />Mww'ar.
<br />L ETC O \
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />PTn711`
<br />ENc.
<br />•900 it S, 511FA
<br />D`"E• a,•
<br />nRc
<br />NG • LN0IMEEIWNO C04OAMY
<br />., r mA ,eN aYerrt 4Pw
<br />I -.I- . am n,.,n,
<br />.Las (e6•jew-7u5. TAR .A.-n9r
<br />20-175
<br />d-Om6�-'T9-'u
<br />r
<br />MHWG IY.
<br />m 17'•a
<br />OW 9 Or ,e
<br />fill A 1MIAI x_ PC
<br />OND4 i
<br />v
<br />L/2
<br />B9n
<br />f i / IY-20Ni•S.S. BOLTS WNQ_ l•
<br />O I (USE PANEL LENOTH '\ ^ PANELL LENG.-
<br />V
<br />REGULAR STOW PANEL , REGULAR STORM PANEL j e'-s O ♦400. -40.0 p.,,t
<br />(W/ OVERLAP MO PANEL LENGTH BOLT)
<br />------------------------
<br />i LIFE SAFELY 1 OA4 PANEL OVER O MID P -54 ELL P...r
<br />(W/0 OVERLAP MID PANEL LENGTH BOLT
<br />�-: 1/4:-20.1• --0_ - - _ _ i I�A 115E 2'-8- WN, PANEL LENGTH
<br />AT NL MOANTINGS
<br />---% I Al E11 VWlR1.AP
<br />12
<br />(ti
<br />I I
<br />0 LIFE SAFETY
<br />t C P(L BOTTOM CORNERS
<br />O
<br />D.M. 3
<br />O,EIaM- _ OVERLAP
<br />orO WIND NUT AT Se I,vn WING MITT AT
<br />r MIA% LEFT PANEL RICH: PANEL 3' 4A1( t INSTALLATIONS ONLY VAA FDR W1ND
<br />I' MAN, R-1A/13, R-2A/13. R-U/14, R-16/13. R-28/13, R-38/14, t' YIN. SPEED UP TO 170
<br />R-UAW/,S, R-PAW/15, R-3AW/16. R-18W/15, R-28W/15, R-38W/16.
<br />ANCHORS (BEE SECTIONS a ALTERNATVE5 ON SHEETS 13. 11. 15 a16)
<br />1/4' MAX. GAP
<br />LIFE SAFETY STORM PANEL I) ELEVATION (t)
<br />2•�„ SCALE 1/4".1•
<br />O REG" REGULAR
<br />STORM PANEL (MIN 0(tRLAP .1 ww teeLLT) ■ STORM PANEL
<br />I 1 ...
<br />/!�
<br />wX GAP-ovERLAPsk' �1C `�9s •.
<br />- fa =
<br />*
<br />LIFE SAFETY PANEL i j * r # ; FLORIDA BUILDING CODE Non High VE
<br />EXTE �
<br />A -A
<br />SCALE t 4".1'
<br />:iSK2
<br />PL. 5[AL/9NMTMW/pAT[
<br />_ _ __ ..
<br />L ECOGLOBAL
<br />TALL ,CGNPANY•am
<br />+-. tmi-'•a��. a°iva 1'L
<br />G 000AT1Y
<br />wLFER A KUUY i PEMORK
<br />M H16T
<br />24 GAGE G+LLVANIZED STEEL STORM PANEL
<br />6r„Iri
<br />PROTECTION PRODUCTS, LLC.
<br />S,r. ]I SfPE.fT
<br />w,1[, n ]33+/
<br />PHaIL rosA)Etr-7r3, P.tL Jwlew-6Rr
<br />OinOnESECTION
<br />20-175
<br />0W,e1,0 M•:
<br />—
<br />WeII ,2 O to
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL i
<br />INTO WOOD STRUCTURES
<br />WOOD HEADER I iY HEADER WOOD SEAM �. f 1 Wppp�11EAOFR
<br />- 41OU RED AfOU RED I - TFECIRRED 'aC kEEGODU I �
<br />t--- 1/.-. TAPCON ' - t '/4: TAPCO+ ;- ---- .. ,/4'e TARCON II i 4•• TAPCON
<br />ANCHOR O 9. O C. ANCHOR O 99'�' O.0 - ANCHOR O 9. OCC I O 9. O.C.
<br />120
<br />1/2• 1 11/4
<br />MAX -t/Y 11/4• In• 1/4• "1/2- ),/p
<br />Mtn. 1 u I M.n N''.I � N•• �
<br />1 I I 1
<br />I ! 1
<br />1 � 1
<br />1 F
<br />I01
<br />T � i LJ� 6 I n•P-2r1• � I t II I ( +/A'rao.,•
<br />EX,Sny1pR - i SYTOM 0M 1-P7 E.r1wG_IT f �.' t - I ... ulRaMr� G1A55 'u OAIlRNa,01 F% ' ✓ I e A 4 0
<br />G.
<br />u ` .. A M ` a•wx
<br />_.- 1•
<br />(+S I'� -•• CLASS_ a GLASS i
<br />MAY
<br />p PANEL LENGTH I PANEL LEND7H
<br />R— --
<br />p -r 'L' MDR. a - F ` (SEE ELEVATION 6 tl 1- .. 11 PANEL LENGTH (SEE ELEVATION
<br />II I .WAM
<br />SEE ELEVATION e 1 PANOL ON SHEET 72) :1 _ —•-_ FlEhILTla04 _ I ; ON BnEET +2,
<br />_
<br />II t ON SHEET 12) i i_ 9 j ' 1� 1
<br />II 1 AINTiO1 -O M TO GLASS. v2 ►----SDP-- ARA71O1
<br />t T- t
<br />O GLASS. 1 t v: , ,r
<br />_ 9 r e® EG- ..: i-. ; �fi ,n-6• 0 TO GLASS 1 0 a.
<br />` r a I I I ,... ED
<br />.`1 EL 1 1 J� 1 1 LL lElf. .. Y_
<br />ea
<br />EO E0.
<br />IRE r
<br />!_.+., I _.i� 2'K4` WGL70 .. I,' ♦ u I oc 0 ,4 �++ i'r9
<br />u ..J PLATE ]if • F-�" IRE r.0
<br />• q +
<br />1 4'A TAPCON 1 1jf•• TAPCON REOURWp - `+ �1'9 TAPCON PLAT' WOOD h Pc
<br />1 ANCHOR O 9` 0 C- 1 ANCHOR O 9' O G. AmrOR O r O.0 PLATE
<br />STAGGEREC W/ STUD STAGGERED W/ STUD REOVrREO _.1/4: TAPCON
<br />1 MCI" • 9. O.C.
<br />Pu*E w00C ) _...-PUT; WOW i -
<br />! REOUNEU REQUIRED
<br />ALTERNATIVE R-UAW ALTERNATIVE R-i8 ALTERNATIYE R-2AW ALTERNATIVE R-28W
<br />O REGULAR PANELS �ilfLSSEETY PANEL O REGULAR PANELS O LIFE SAFETY PANEL
<br />WALL MOUNTINGS WALL MOUNTINGS
<br />...Illlll,rlrl„•,
<br />5[µC 3/6-1• •filpl�•P A. TIN(/l .p SCALE 3/11
<br />✓ r•
<br />+3?:' ICENS '' 9 S FLORIDA BUILDING CODE (Non Nigh VelocityHurraone Zone)
<br />NOTES
<br />t, INS7ALIAnON ARE ONLY VALID FOR A.S.O. DESIGN = 0.4416 7 L z 47mo TX11w ec. 24 GAGE GALVANIZED STEEL STORM PANEL oRA.�'er
<br />PRESSURE RATINGS (P•9.1) AND PANEL LENGTHS AS * * . Or/77/POUT
<br />PRO PRODUCTS,
<br />GLOBAL PROTECTION CTS LLC. PER ELEVATION N H F lEV i10N 0 SHEET 12. ': •o'• STATE 0 F 110 E C O INc. DATE
<br />2. FOR NEW WOOD FRAME CONS'RuCTtON. WOOD % 9'• F • XAY •eop S.W. 51 STREI
<br />MEMBERS TO RE SOUTHERN PINE No 2. W/ SPECIFIC '�., OH;• ., [ QR10 � 31N :. r ,N FRww 4TReaa A 91. DLNE, ti a33u 20-175
<br />�,F�7fT zn n,•,�IAM r , /Am sn-IM, PIKRK:. t96A)N9-750. FAR (es•N64-6747
<br />DENSITY OF 0.55 OR EOLIAL ISJ " -+` + •w...., p1r.,o .LION,
<br />CA-00c4119 �•�
<br />t I M,aKrtXITE •-. r e. — r
<br />FAA1/1/N111� -In A OUP M.. PE m n•'N • NeXT 15 OF 1. i
<br />1/4•0 TAPCON
<br />EXISTING POURED
<br />ANCHOR O 9 O.0
<br />CONCRETE OR
<br />%.
<br />CONCRETE BLOCK
<br />REOUNtED.
<br />i!)
<br />T
<br />1/2• 1/4'
<br />Ilfl
<br />WX
<br />f
<br />EA• /
<br />I
<br />i
<br />T
<br />N
<br />EX61PICy
<br />LASS :
<br />u
<br />n
<br />n 1
<br />N
<br />I1
<br />fl 1' Mi,
<br />ESIG PRESSURE RATING .o.f) AND CORRESEQIJDING MAXIMUM ANCHOR SPACING
<br />AR STORM PANEL j]INSTALLATIONS INTO CONCRETE &CONCRETE BLOCK STRUCTURES
<br />VAUD ONLY FOR PANEL) INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 h 5)
<br />PER SCHEDULE BELOW Or
<br />ApPL1FANE
<br />TO
<br />CIO TNUN
<br />MAXIMUTA
<br />LENGTH
<br />(it)
<br />MA%. A5.0.
<br />DESIGN
<br />PRESSURE
<br />(O.IID)
<br />MAXIMUM ANCHORS SPACING FOR YIN E.D. PER SCHEDULE BELOW
<br />APPLICABLE
<br />me
<br />COOwBelA710N
<br />THEM
<br />IAA%14 Al
<br />LENGTH
<br />(_)
<br />, �
<br />2A1NC-NNLIN
<br />CALK-N
<br />TAPCON
<br />SOUO-SET
<br />PA
<br />VALEaSEtCTI01
<br />PLPNNEL
<br />P P�115h
<br />ZAMAC-N+ALN
<br />CRX-IN
<br />CQmCmm
<br />f
<br />m,NCTR1
<br />ro
<br />Cte�iL
<br />IfRR
<br />ro
<br />W
<br />m
<br />m
<br />m
<br />m
<br />13•
<br />tJ'
<br />tT
<br />1J'
<br />10'
<br />i (,OP)
<br />OR
<br />I�
<br />TO-76
<br />♦ILA-naa
<br />f3'
<br />S•
<br />/S•
<br />10 t/i
<br />I]'
<br />0 In`
<br />13'
<br />6 1/2
<br />7 Ilr
<br />5 1/2•
<br />1r
<br />4 1/2'
<br />1
<br />on
<br />Lm
<br />>6
<br />r-6
<br />13'
<br />is'
<br />1Y
<br />13•
<br />to*
<br />, (90ROY)
<br />1]'
<br />6 ,/Y
<br />13•
<br />Ir
<br />13•
<br />r
<br />Ir
<br />r
<br />tr
<br />7 Ilr
<br />Ir
<br />r
<br />I (owTow)
<br />,r
<br />Ir
<br />Ir
<br />Ir
<br />to'
<br />2 (TOP)
<br />Ir
<br />r
<br />1r
<br />to 1n
<br />it
<br />6 1/2•
<br />Ir
<br />6 1/r
<br />7 tn'
<br />3 1/2•
<br />t3'
<br />• /n•
<br />2 (TOP)
<br />+r
<br />,3
<br />Ir
<br />,r
<br />to'
<br />2 (aOTToM)
<br />Ir
<br />r
<br />Ir
<br />Ir
<br />,r
<br />9 1/2
<br />,r
<br />9 t/r
<br />10 t/Y
<br />7 1/2'
<br />13•
<br />6 ,/2.
<br />2 (BOTTOM)
<br />I •
<br />Ir
<br />,
<br />, •
<br />t0•
<br />3 TOP)
<br />Ir
<br />r
<br />1]•
<br />1r
<br />1
<br />9 1
<br />1r
<br />9 1 2
<br />1 I
<br />0
<br />7 1 •
<br />2
<br />7J'
<br />6•
<br />3
<br />12 ,/r
<br />-
<br />-
<br />6 I/4•
<br />6 1/A'
<br />S (a17TT0Y)
<br />-
<br />-
<br />2l/2
<br />2 1/2
<br />6 7/r
<br />6 ,/4'
<br />2 T/2.
<br />6 ,/{•
<br />-
<br />-
<br />6 1/4•
<br />6 1/4'
<br />3 (BOTTOM)
<br />6 Ilr
<br />Y
<br />S•
<br />a'
<br />4 1/7'
<br />4 (TOP)
<br />7•
<br />r
<br />r
<br />S I/2•
<br />7'
<br />S t/r
<br />r
<br />4'
<br />4 1/2•
<br />r
<br />a 1/2•
<br />2 1/z'
<br />♦ tt!)
<br />B'
<br />B•
<br />-
<br />a•
<br />--
<br />. (BOTTOM)
<br />_
<br />e•
<br />-
<br />e tn•
<br />-
<br />a'
<br />-
<br />!"
<br />-
<br />S ,n'
<br />-
<br />Y
<br />- -
<br />I (BOrtOY)
<br />13'
<br />Ir
<br />it
<br />,r
<br />10•
<br />3 (TOP)
<br />Ir
<br />9 In•
<br />Ir
<br />,r
<br />Ir
<br />9'
<br />Ir
<br />9'
<br />10•
<br />7 Ilr
<br />13•
<br />6'
<br />(Top)
<br />Ir
<br />7r
<br />,2"
<br />tr
<br />to*
<br />S (eDTTOIQ
<br />tr
<br />r
<br />t]•
<br />t]•
<br />1r
<br />9 //r
<br />I3'
<br />8 ln'
<br />10 ,n
<br />7 ,n•
<br />1]'
<br />6•
<br />S (BOTTOM)
<br />73'
<br />tr
<br />/3'
<br />to'
<br />6 {TOP)
<br />U•
<br />r
<br />Ir
<br />0 In
<br />tY
<br />a t/2'
<br />Ir
<br />6 1/Y
<br />T 1/Y
<br />S ,n'
<br />1r
<br />4 ln•
<br />a OOP)
<br />/
<br />/
<br />OlorT -)
<br />0 I/P
<br />a, 4
<br />6 Ile
<br />6 1 4•
<br />a ,/4•
<br />6 1 4•
<br />6 t 4
<br />6, I
<br />s (Ban
<br />Tr
<br />,I`
<br />r
<br />IF
<br />6 1/2
<br />, (TOP)
<br />>6,-6_
<br />TO
<br />8 -W
<br />Ir
<br />r
<br />IJ'
<br />0 1/2
<br />Ir
<br />6 1/2•
<br />Ir
<br />a 1
<br />7 ,/r
<br />5 I/2`
<br />Ir
<br />4 1/2•
<br />, (TOP)
<br />to 1/2
<br />1 1
<br />e'
<br />Ir
<br />Y
<br />1 (e0T1011)
<br />Ir
<br />• t/r
<br />it
<br />Ir
<br />1r
<br />9•
<br />Ir
<br />r
<br />to,
<br />1 ,n'
<br />13'
<br />6'
<br />1 teolmM)
<br />to'
<br />IT-
<br />e'
<br />13•
<br />6 1/2'
<br />2 (TOP)
<br />Ir
<br />51
<br />U'
<br />to 1/
<br />tr
<br />a +n•
<br />lr
<br />6 ,/r
<br />7 ,72•
<br />S V2•
<br />I]•
<br />4 ,n•
<br />x OOP)
<br />10 I/
<br />II ,
<br />6•
<br />Ir
<br />7•
<br />2 (BOTTOM)
<br />- Ir
<br />r
<br />tr
<br />13•
<br />13•
<br />9 t/2•
<br />tr
<br />9 1/2'
<br />.10 1/2.
<br />7 1/2•
<br />Ir
<br />6 1/2.
<br />2 (BOTTOM)
<br />10 1/2-11
<br />In
<br />a•
<br />13'
<br />r
<br />]OOP) -
<br />U-
<br />r
<br />Ir
<br />Ir
<br />Ir
<br />• ,/2'
<br />t3'
<br />9 1/2-10
<br />1/2
<br />7 7/r
<br />13•
<br />a'
<br />3 (OP)
<br />- -
<br />-
<br />-
<br />5 1/4"
<br />6 1/4'
<br />}(BOTTOM)
<br />-
<br />-
<br />2 1/2.
<br />12 1/2
<br />6 1/4•
<br />6 1/4
<br />2 1/2'
<br />6 1/C
<br />_
<br />-
<br />a 1/4•
<br />6 ,f{'
<br />3 (BOTfOl1)
<br />r 1/2'
<br />S'
<br />3 'n•
<br />7'
<br />r
<br />4 (.yTO•P.�)
<br />r
<br />r
<br />r
<br />S 1/2"
<br />7•
<br />3 117'
<br />a`
<br />4•
<br />4 1/Y
<br />r
<br />6 Vr
<br />2 1/2'
<br />4 (TOP)
<br />-
<br />e•
<br />-
<br />r
<br />-
<br />p
<br />- \.`•"..-)
<br />r
<br />-
<br />8 1/2-
<br />-
<br />6•
<br />-
<br />r
<br />-
<br />5 in•
<br />-
<br />Y
<br />-
<br />4 (BORON)
<br />10 1/2-11
<br />,
<br />r
<br />Ir
<br />7'
<br />S (TIiI)
<br />Ir
<br />a Ix
<br />it
<br />Ir
<br />IF
<br />9'
<br />13,
<br />r
<br />10•
<br />7 I/2'
<br />13"
<br />6•
<br />(TOP)
<br />(BOTTOM)
<br />,r
<br />r
<br />,J'
<br />1]'
<br />13,
<br />a 1/2•
<br />1r
<br />9 //2'
<br />O t/2'
<br />7 ,n•
<br />,]'
<br />6'
<br />S (BOTTOM)
<br />to fn
<br />, 1
<br />a•
<br />U•
<br />7•
<br />6 OOP)
<br />tY
<br />5'
<br />I3•
<br />13•
<br />6 1/2'
<br />1Y
<br />6 In•
<br />7 1/2-
<br />15 tn•
<br />73"
<br />4 1/2•
<br />(TOR)
<br />6 1/4`
<br />6 A/1'
<br />6 (BOR•`)
<br />6 If4'
<br />a 1/4•
<br />a t {'
<br />6 1/C
<br />6 t/1'
<br />t 1/4•
<br />6 (IIOTT••)
<br />no .000 nvm @team
<br />TO ON TWS SOTUARL FOR, ED.
<br />mTe.LYRIr SPACING so" ON
<br />: POSSIRE. REDUCED SPOCeIi
<br />A 71:O FOR tAON ANCKR "PE
<br />-
<br />PMe
<br />IAMC-NMr
<br />OEM,-N
<br />3
<br />2 'n•
<br />2 1n
<br />3
<br />3 1/r
<br />]
<br />3 +A2
<br />3 s/9•
<br />E TABLE �I FOR MAX.
<br />R ® IS USED.
<br />TAI�41
<br />A
<br />A.S.D. DESIGN WAD
<br />1tA1011UN PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-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 ONLY VALID FOR INSTALLATIONS
<br />ItfN•11HnnnM W/ SOLID SET ANCHORS & W/ Dail SPACER AT 12 1/2- O.C.
<br />�"METE A.
<br />VGENS '' ✓�
<br />FLORIDA BUILDING CODE Non High Velocity Hurricane Zone
<br />•
<br />0. 44167 =
<br />`'1°QD 1L1°'°' A'C 24 GAGE GALVANIZED STEEL STORM PANEL
<br />STATE z -=
<br />-
<br />/ IL ECOINC. GLOBAL PROTECTION PRODUCTS, LLC.
<br />OR-'w.
<br />}OrE
<br />�[ORIOP :'�Tj2vK
<br />* allo . c�m"Y..Nraaw oaEE x13��
<br />20-175
<br />a
<br />4A'
<br />-mow-
<br />ENRAIjScw„ua/V,rz _.-
<br />i n,_ r� n,-,an EY ac Les•pep-Fa.e Or (66•)Tee-s n
<br />'
<br />Wwo r..
<br />u.aooer l9 u�r-w
<br />.N'Ei A TAtfT M. PC
<br />norm. 4 n
<br />F��N/
<br />ow 16 Y Is
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL i)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4.0 TAPCON EXSTING POURED 1/4.0 TAPCON EXISTING POURED 1/1: TAPCON EX15rING POURED
<br />ANCHOR O 9' OZ. CONCRETE OR ANCHOR O r O.C. CONCRETE OR ANCHOR O 9. O.0 CONCRETE OR
<br />// 1. CONCRETE BLOC- / CONCRETE BLOCK CONCRETE BLOCK
<br />. REQUIRED. REWIRED. RECLAIM.
<br />N# l
<br />CI 0 2
<br />1 ,
<br />1/2 N�,�/2- 1/�4• - --- 1/4-
<br />E.D* , f DO
<br />YY 1 /-
<br />1 !1 :
<br />9 1' min. I �If p O II I i (1
<br />9•-SEPARATION, I 1 M.^ I
<br />i1- EXISTV�6 t0 GLASS. 1 ,/.'P-Po-.• N 1 1/4ti-A,f• ETIRT R- SEaARAT10N I
<br />IRE a EXtSNHG-4i 'T 'at. en29- _ OLAss 9 To CdAss. ficA�snAitf rota
<br />Peak
<br />ein Y-C C i Ar EA cuss / i ti raLa6rrraw q i i Ai a aWwAA'
<br />6 1 II 1 Tom an Y!n N 1
<br />I T - f Il ; R 1 ' Itf 1
<br />I 'L• MIX. o i 't' MA%. D I F 1 'r-' MAx_ r ' •L• MAX.
<br />PANEL LENGTH A - 1 6• PANEL LENGTH II I PANEL. LENGTH p -
<br />SEEON SELETATt� R 1 6• PANEL UHDFN
<br />.. 1 (SEE H ET 12) yy ,JI .f _... (SEE ELEVATION 12T u I (BEE ELEVATION
<br />H '
<br />____
<br />0 .T _ _ _ -. ON SHEET t2\ ,I /' MITT. t ON SHElT 12) I 1 _. 1 ON
<br />STILLY 12)
<br />y I I q /0 CIA55. 1 11 1 1
<br />e'IF
<br />ED.°% LD-° j -{ A9-��,� E.O• l 1 E.D.• I
<br />� I 1
<br />oC2+/t I •WAIF
<br />V
<br />I I 1 to 1 EQ 1-
<br />3/4 :, J I I _ I 1 EO }, __� IOIM3 •'Y.S ED - �S ,QI 4•MS
<br />90LR J, ITS
<br />1 � � • 19 •n OC.
<br />I' ..)/4.1 TAPCON 1/4: TAPCON 1/4'4 TN'CON 1 1/4'f TAPCON
<br />ANCHOI O B' O.0 ANCHOR O r O.C. ANCHOR O 9' CC ANCHOR a 9. O.C.
<br />EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR EXISnNC POURED CONCRETE OR EXISTING POURED CONCRETE OR
<br />CONCRETE BLACK REOL-RED CONCRETE BLOCK REQUIRED CONCRETE BLOCK REOUNIED CONCRETE BLOCK PEED.
<br />SECTION R-1A SECTION R-18 5=110Hg� SECTION R-28
<br />O REGULAR PANELS O LJFE SAFETY PANEL O REGULA—EELS O LIFE SAFETY PANEL
<br />WALL MOUNTINGS WALL MOUNTINGS
<br />SCALE 3/6-!- •M.a4uuRNN„•_ SCALE 3/a.1'
<br />SEE SHEETS 15 a 16 FOR AAX.HORS
<br />ANCHOR 1191
<br />I/4'•
<br />Pr PE a S."G OR INSTAUATUM -WO
<br />WPM
<br />WOW FRAME BUADIN25
<br />IFNINi:N A,NCrILW SPACT.C3 .0 MIN.-
<br />I.IIY1r I90TIM WYCnO ILL-)
<br />3
<br />•4ewer6rN oFIW.W chi
<br />3
<br />EDGE DISTANCE ARE INDUTED ON TH6
<br />SOAR 1 CDR ED. LESS THAN PAIC.FED
<br />ON SCHEDLLE REDUCE ANCHOR SPACM
<br />unAF,aarl ORrw, 0, W
<br />3
<br />B, NU:I,A+ING SPACIAL 5,P3WN 011
<br />SCHEDul B, n,E EOi0wW0 FACTO%
<br />AaWI ou olaMtN Ito)
<br />rAOM
<br />_ tn•
<br />= 1/2'--
<br />p3e
<br />_Wp
<br />FOR lWS OpEgriXlk m u POSSEL
<br />REDUCED SPAM OB,ANO LAM
<br />Acura swlt MBE a tan IMAM
<br />3•
<br />----.- -
<br />-MUN SPACMO 9=am to EACH
<br />ANC,OR TYPE O4 tHIS SCMEOLLG
<br />Air: vGENSF �P✓� ;s
<br />• No. 44167
<br />a
<br />= : * � P2o2o nlrm. INc
<br />S STATE OF 'Q.
<br />A ' 4 //-
<br />''''� a S/DIALIECO
<br />L" 'L//�.', / Itmwrgro
<br />BUILDING CODE (Mon High Velocity Nurr(cons Zon
<br />24 GAGE GALVANIZED STEEL STORY PANEL rr.
<br />OR- n`
<br />OBAL PROTECTION PRODUCTS, U.C. 0/n'a m...
<br />•em SW. St STNW
<br />DOME' R =14 20-175
<br />nIO[' M34)tl-75R. FAX: t9e•)eN-9R7
<br />t
<br />a6 r- o
<br />m
<br />r 0N.a
<br />M.
<br />J
<br />O/ N
<br />i of 0,
<br />a
<br />L
<br />c
<br />Et
<br />c
<br />a
<br />V 3 La
<br />sip
<br />61 0 CD
<br />A O
<br />LL �
<br />NY -
<br />INSTALLATION DETAILS
<br />INTO
<br />FOR UFE SAFETY PANEL
<br />WOOD STRUCTURES
<br />•J_;
<br />W000 HEADER
<br />°. 1 4.6 TAPCON
<br />.. i_ WOOD HEADER
<br />REQUIRED
<br />I 14'6 T/WC011
<br />_
<br />ox
<br />O.0
<br />_Q
<br />1/4'
<br />1
<br />N 1
<br />I
<br />1
<br />L ILIIT
<br />�
<br />) i `J
<br />I
<br />n I 1
<br />R
<br />-XSTt,((j f
<br />1
<br />1 1�'1.1-7fl,11'
<br />I
<br />6 1/1•Y-3O1'
<br />1 A K R W
<br />GLASS p
<br />pI�ITs W
<br />!%151 11
<br />D
<br />11
<br />t %, MAX
<br />-_� PANEL LENGTH
<br />u 1 Y' MAX
<br />` -_ 6. PANEL LENGTH
<br />I , (SEE ELEVA170F1
<br />ON SHEET 12)
<br />N ( (SEE ELEVATION
<br />11 _T- _.__ I ON SHEET 12)
<br />E
<br />I
<br />ILL I
<br />11
<br />1 1�)
<br />N o1A45' 1 VJ
<br />It I• ten I
<br />11-� SEPNTATION-- I \J
<br />R IitASS. + s.
<br />•
<br />1 _ _..�+ L/2
<br />.I, 3V
<br />ITO
<br />EO
<br />4- V
<br />'. I e a V't 6c
<br />E'G.
<br />EO.
<br />,
<br />2'.4' WOOD
<br />2i4• W00D_
<br />_
<br />PLATE
<br />PLATE
<br />-
<br />RECURRED
<br />- _ 1/4-0 PANEILMAX PLUS
<br />�0
<br />1/4-0 PANELMA PLUS
<br />ANCHOR O 12 ln• O.0
<br />i
<br />ANCHOR O 12 1/2. O.0
<br />ALTERNATIVE R-3AW
<br />2HESEL!LE�_PANELi
<br />ALTERNATIVE R-3BW
<br />O LIFE SAFETY PANEL
<br />WALL MOUNTINGS
<br />uurH,y
<br />A.
<br />SCALE 3/8- I'
<br />1Ea
<br />.tP�V?:•• JGEN,�(:•I/'9�si
<br />zNo.
<br />44167 -
<br />FLORIDA BUILDING CODE (Non High Ye141c1 Nurrkone Zone
<br />NOTES
<br />'s 1t : *
<br />.2010 ,ERGO. •X
<br />24 GAGE GALVANIZED STEEL STORY PAl1El.
<br />FA
<br />T. INSTALLATION ARE ONLY vwD FOR MAX. A.s.D.
<br />I N PRESSURE RA .T AN PANEL
<br />DESIGN ESSU E CS e D EL
<br />m )
<br />TI
<br />LENGTHS AS PER ELEVA ON ON SHEET 1 2
<br />= .o'•, STATE OF ; �4 f
<br />=9 f *-- .
<br />%O C OR
<br />•, A•
<br />y�
<br />GLOBAL PROTECTION ORAL PRODUCTS LLC.
<br />I C O ewrt
<br />L E IN
<br />61wnN sr
<br />1'nnno
<br />2. FOR NEW WOOD FRAME CONSTRUCTION WOOD
<br />4 /A SJONAL EN
<br />mTNo A Ognl,= MNO COYIWr Lem sm 51 STREET
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />4r11N14HUMM"t /
<br />.. N•- a. r Am. 4•I®4 a a,w DIAL n. 1311.
<br />IN.. I>m!._',_,As neN n•_,u P,RXNE iP541�75n. 1Ac (eaMr-em
<br />20-175
<br />DENSITY OF 0.55 OR EQUAL
<br />' -
<br />R.
<br />rA-coee- 4P.. vW r rew. r
<br />1aR4.16 R•
<br />PE SEAL/SY. TORE/TMTE
<br />IIATE11 A TLLR M; P' , m ,7-,•R R
<br />•
<br />SIEEr's or 14
<br />-
<br />Q)
<br />O
<br />O
<br />S�
<br />Cu
<br />-0
<br />�
<br />j
<br />I`
<br />o
<br />(�
<br />0
<br />CQ
<br />�
<br />CAI
<br />-m
<br />O
<br />O
<br />O
<br />-
<br />�r
<br />LL
<br />4.
<br />V
<br />VJ
<br />(D
<br />CU
<br />p
<br />�v�
<br />_�
<br />O
<br />S^�
<br />a.
<br />•_
<br />U)
<br />Q
<br />W
<br />>
<br />O
<br />Q
<br />)
<br />CIO
<br />O
<br />0-
<br />U
<br />aaaaaaa�
<br />/�
<br />V /
<br />CIO
<br />W
<br />a
<br />Z
<br />Z
<br />Q
<br />J
<br />SHEET NO.
<br />S H 1.4
<br />
|