|
END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE.
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE
<br />E-Z HANG STORM PANEL (1) SYSTEMS
<br />SAFETY &
<br />` 1 I
<br />_ PORED COI4UE7E.
<br />OR - -2 6L
<br />2'. 3• ..WY 3105 N-tt OR
<br />VAIN, 1 1 006]-R AILa. CON,. I1161.
<br />O& ® AfOUOAro
<br />r hbL ANGLE MAIM t/4Y . 1 3/4" 1
<br />1 --2 1/2' TAPCDN • 111' O.C.
<br />POURED CONKIICIC. CONCMtF 10) min..
<br />BLOCK, 04 r.r w000 rWANE PLXAIEO UrowcRETc� 1 1 ,/.-• a , ]/.• TAPCON 2 „2• o- ��")
<br />CONCRETE MOtOR a 1Y 0.£ -
<br />R'EOU11® IN, `
<br />OR
<br />tr000 FRAME •A, TNNr AwEt •. ,:
<br />FRA 1 i - V' ®
<br />NEut on \
<br />, 1/
<br />O/r AtAAWl 'Y.PCON ANCHRR 1 TTAKATE LED LOCATION
<br />Mao ' • 12" O.C. 1 2' . Y . ASS' to -
<br />VARIES
<br />/1, ., 2" 1 2" . 5' . Ass' COME. ,
<br />1 1 s ON
<br />J f. Ya. �< L f6R t, 1 ALTO. NBYE
<br />I oeo' Jl os-N15a sNF1T POURED CONCRETE
<br />CONCRETE
<br />T
<br />Y % 4' X .125' Jf I -- 7----- 1 I- TAPE- WIX KW. NM PAN BLOCK OR 2'N• WOW FAME
<br />2' X 4'14' CA 1 1 1-) REDUCED
<br />2�2' / O 1063-Te ALLOT,
<br />CONE ALUM. ANGLE MOv. 1 T/41
<br />fm ----------------J MR.. GAP
<br />1/4' ° Ba? 4' * 4• ..072•
<br />'31M-Nt4
<br />e 12' PC. OR 8063-n Ala
<br />W/.MLNNUT Ca Munn, ANC{E
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />SCALE 1/4--1• SCALE 1/4•-1' SCALE 1/4•-1' SCALE 1/4--1-
<br />--- - --� BOUD-BET OR CMJt-M
<br />• OR E1.00 PANOIMTE
<br />1 ,x''�
<br />:\ 4. ,O pOgBQ iRY Al 7AMEL t NO
<br />1.ixOR 2'.4E�E'BIOa OP OR SCEWQE Pws (SEE
<br />-' PdREp CpNCR(7[ \ OR Y.4' tY00D SOFT OF OPOOO SCHEDULE ON 9EFI5 9.
<br />.-- (LAN PANEL CONCIaTE BLOC1t SAYE RECKAED AS APPLICABLE to !OVERLAP 11)
<br />2.4• WOOp FIMIIE
<br />OPPDON WOIN) _PRE CONCRETE CWER[TE REQUIRED
<br />REQUI W 2'a4' t100D R1AYC "
<br />RED X
<br />I {� ©�®
<br />VANES O-l:/REAR iIAT F PARALLEL 4
<br />r A_ 1 WALL, (NEVER CHIT END PANEL)
<br />K - B.O. DISTANCE --T
<br />1 (TY►.
<br />1 )
<br />O---
<br />1
<br />fl ---- "�'nn P' J "MAT CASE G (PLAN)
<br />°M'OO�Rai tB�LLRa >�'��•a J�,r SCALE 1/4'-1•
<br />•• ,.SF
<br />ONLY
<br />Art •.'nC �:''' �GEN ✓,Q VALE FOR DIRECT MOUNT INSTALLATION a
<br />\'
<br />'
<br />•� CERTFlED PANEL INSTALLATION AT WALLS W/
<br />N0. 4416E •; SURFACE LEVEL VARIATIONS WITHIN 3/4•
<br />FLORIDA BUILDING CODE Non High Velocity Hurrican* Zone
<br />CASE E (PLAN) CASE F (PLAN) } m •A°p016rm K' 24 GAGE GALVANIZED STEEL STORM PALL ram'
<br />DAea W.
<br />SCALE 1/4--1- SCALE 1/4'-1• 'f)>�.K;,CDRHDP •��.��
<br />SC • , 1�' mM/3w
<br />°AAv,,; IL ECO1Ne. CL08AL PROTECTION PRODUCTS. I.I.C.ae
<br />N _ / ,73 iTLiI11M A �IMIO ANY 400 M m sT11Q1
<br />! Y'/'2d'E(J AAOR, n XNf ORE. n. 353,4
<br />a a. r a 20-175
<br />AA- fW .n-,w A- 04O m_Ia, PNOME CeN)rN-r1W M(AS4xO.-•IeT
<br />PARIAHS -
<br />PE 4AL/SOMNIUR/OQF CA-°OB671B Y EM
<br />1.IL1ER A TALI J,„ Pi w 3YO1 ■ O ,6
<br />N
<br />(VAUD ONLY FOR PANEL 0 INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7)
<br />MAX. A.S.D.
<br />DESIGNPRESSURE
<br />RATING
<br />(P...I.)
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS a 6f 7
<br />APPtCATBIE
<br />TO
<br />t A+ry
<br />OF THEM
<br />PAN0.
<br />GTH
<br />LE11.
<br />00
<br />TAPCON
<br />LAD SCREW
<br />PAINEIANTE
<br />FEMALE 0
<br />PANELMATE
<br />PLUS
<br />WEER,SUSHN46
<br />13,
<br />1r
<br />13•
<br />Ir
<br />13,
<br />1W (COP)
<br />13'
<br />13"
<br />13"
<br />13'
<br />Ir
<br />aW (BOTTOM)
<br />6 1/2•
<br />6 1/2-
<br />6 1/2•
<br />6 1/2•
<br />6 1/2•
<br />21B (TOP)
<br />-
<br />- a.
<br />-
<br />r
<br />6 1/4•
<br />e. —
<br />12 1/Y
<br />5 1/4'
<br />(60TT.•)
<br />5'-0'
<br />L�
<br />-... a'
<br />-
<br />flop)
<br />13•
<br />,3'
<br />13•
<br />(FOP)
<br />+43. -45
<br />OR
<br />LEST
<br />Ir
<br />13•
<br />13•
<br />---- ICJ'
<br />13'
<br />4W )
<br />,3'
<br />1]'
<br />13'
<br />13'
<br />B 1/1'
<br />1W (TOP)
<br />13"
<br />13'
<br />13-
<br />13•
<br />6•
<br />aW (BOTTOM)
<br />6 1/2'
<br />6 1/2-
<br />6 t/2'
<br />a 1/2•
<br />_
<br />6 1 4'
<br />12 i 2'
<br />6 , 4'
<br />BOLT--•
<br />>5•-0•
<br />4 1/2'
<br />4'
<br />6 1/2'
<br />6 1/2"
<br />-
<br />(TOP)
<br />14*-4*4
<br />1/2'
<br />4 1/2'
<br />T
<br />r
<br />-
<br />31' (BOTTOM)
<br />10 1/2"
<br />9 1/2-
<br />12'
<br />t2'
<br />4
<br />PW Pop)
<br />13'
<br />ICJ-
<br />U'
<br />11'
<br />8 I/2•
<br />(BOTIOY)
<br />• SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS A MAX. PANEL LENGTHS WHEN SPACER " IS I
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8
<br />MAX. ALS.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />cp••.I.)
<br />MAXODUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 ! 7
<br />APPLICABLE
<br />TO
<br />TE/UM
<br />OF THE3M
<br />NAXMM
<br />LEEN EL
<br />NGTT+
<br />(N.)
<br />TAPCON
<br />LAG SCREW
<br />PNNELHATE
<br />FEMALE ro
<br />PANELWTE
<br />PLUS
<br />WOOD BUSHING•L•
<br />13.
<br />13•
<br />13,
<br />13,
<br />tS"
<br />we OOP)
<br />13'
<br />13•
<br />13-
<br />13•
<br />e'
<br />,W (6aR0Y)
<br />6 1/2'
<br />6 1/2'
<br />6 1/2-
<br />6 1/2•
<br />6 1/2•
<br />2W (CAP)
<br />-
<br />-
<br />6 1/4'
<br />12 1/2-
<br />6 t/4'
<br />(Bart.•)
<br />5'�-0'
<br />7•
<br />7 ,/2.
<br />e_
<br />6.
<br />---
<br />311 CTOP)
<br />LESS
<br />-
<br />-
<br />JW
<br />t]"
<br />aJ'
<br />ICY --
<br />1J'
<br />/J-
<br />CROP)
<br />j
<br />+45. -45
<br />+75. -75
<br />13•
<br />13'
<br />- 13,
<br />-IJ•
<br />JJ'
<br />4W
<br />13'
<br />,r
<br />13'
<br />13•
<br />10'
<br />iw )
<br />13'
<br />13•
<br />13'
<br />13-
<br />6 t/4'
<br />IS (BOTTOM)
<br />6 1/2'
<br />6 1/2'
<br />6 1/2-
<br />6 1/2•
<br />6 1/2'
<br />2W (FOP)
<br />-
<br />-
<br />1 6 1/4'
<br />12 1/2'
<br />a t/4'
<br />2W (BOTH!)
<br />I To
<br />4 1/2'
<br />5'
<br />7 1/2-
<br />7 1/2•
<br />-
<br />3W (TOP)
<br />7 s•
<br />5.
<br />S I/Y
<br />B•
<br />a•
<br />-
<br />SW (BOTTOM)
<br />13"
<br />fY
<br />t7"
<br />13•
<br />5 1/2'
<br />4W (OP)
<br />13'
<br />,3•
<br />13-
<br />13•
<br />to-
<br />4W (BOTTOM)
<br />• SEE TABLE /1 FOR MAX. A.S.D. DESIGN LINOS aE MAX. PANEL LENGTHS WHEN SPACER ® IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8
<br />RSA. OEM LOAD
<br />MI XkW PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />W-8'
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />5'-10-
<br />e MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE�p FP�AM�qpLE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ " _ H1iA,INSA 1/2' O.C.
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL Cl)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/1'0 TAPtON_ - _�MG POURED 1p•• TAPCON LPOIxRED
<br />ANCHOR a 9' D.C. CA ANCHOR O o CC: OR
<br />. CONCRETE BLOCK r� r CONCRETE BLOCK
<br />REOLxTEO. REauREO.
<br />1 / H
<br />/4'
<br />"-`I-`-' ------- ,
<br />GA55 1 � A _ � JLi Rag18'r
<br />i 111 /Qn�
<br />I 1 U%Wt OM Y
<br />1 � �
<br />1 1
<br />tl
<br />Y I R •E• CAE..
<br />IL. - - 1_ PANEL LENGTH
<br />6 - - - (SEE ELEVATION
<br />MAN,. �.. ON SHEET 12)
<br />CAM
<br />1 TO C1A55
<br />L12
<br />%i
<br />EXISTING POUREp, E D ` // I
<br />CONCRETE
<br />REOUR"�m. BIDE% 1
<br />I
<br />a Vr 0C
<br />I
<br />f )
<br />_
<br />,/10 PAND,MTE PLUGS
<br />Q
<br />ANCHOR O 12 1/1' O.C.
<br />SEE SHEER 16 At 16 FOR ANCHORS TYPE a S/WCM MR
<br />INSTALLATIONS AVO W= FRAME MJ DNM
<br />WARMLY ACHOP SPMCWZ AND MINIMUM CAPE DISTANCE
<br />ARE NDA (roo 0. THIS SOEDAZ. FOP ED. LESS TITAN
<br />M"TO ON SCHEDULE REDUM ANCHOR SPAOM BY
<br />MMTPLYW SPACING SHOWN OR 110EOULE AT TIE
<br />FOLLOWING FAC70W FOR THIS, OPERATION TO BE POSSYPL
<br />RCAUaD SPACW JIofKIFD USING FACTOR SMALL NOT K
<br />LESS THNI WNYM SPACING MICATED TOR EACH ANCHOR
<br />TYPE ON TNB SCHEDULE.
<br />I-
<br />nomm rot
<br />vom
<br />1
<br />IeE.AL A = OMLMp 0.)
<br />3
<br />3
<br />•N.WY40P hI14,w 01)
<br />]
<br />1 3
<br />3
<br />1 3 1/2
<br />OWA,rA W CWsi Y W
<br />Ac+IBt R RIMIQ W
<br />FPmBR
<br />14r,
<br />RJA
<br />2 yr
<br />3•
<br />oAO tA0
<br />a t '
<br />ED•
<br />1 TO Cl/L55. AL ii Ann r/A9
<br />2 ,r l t___ d G MORAF
<br />e
<br />B I
<br />cIXiwSs
<br />B i' MAX.
<br />6' PANEL LENGTH
<br />1 1 (SET. ELEVATION
<br />ON SHEET f2)
<br />6 I
<br />T _. T - 7
<br />6•
<br />ED- 1
<br />IXISTWIG POURED / / I _ ^
<br />CONCRETE OR /. +--ALS71
<br />,ECON(IREIE BLOCK �/ .- � �I
<br />f/ 1
<br />1
<br />1/4'.•�E PLUS
<br />ANCHOR
<br />--' O MA rANEL
<br />WALL u�O'�.effA}}NEMH6�MO�3R(BEYOND) MOUNTINGS
<br />9SCALE J�
<br />FLORIDA
<br />Hurricane
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL In INSTALLATIONS INTO CONCRETE AE CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MAX. ".D.
<br />PRESSURE ES
<br />(P..J.)
<br />INXWM ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW
<br />APPLICABLE
<br />TO SECTIONS
<br />a I
<br />ANY
<br />WXIWIY
<br />PANEL
<br />00
<br />MAX. A.S.O.
<br />DESIGN
<br />PR
<br />�E.SSU,
<br />TING
<br />(P.•f.)
<br />MAXIMUM ANCHORS SPACING FOR MAN E.O. PER SCHEDULE BELOW LIF
<br />AAPPUCABIE
<br />m
<br />a
<br />ANEL
<br />LPD/10•iN
<br />(rL)
<br />TAPCON
<br />SOLID -SET
<br />PANIELMARATING FEMALE TE
<br />PANSMATE p
<br />LUS
<br />ZANAC-MUM
<br />—
<br />CALK -IN
<br />TAPCON
<br />SOMA -SET
<br />f���
<br />P�NE
<br />ZAYAC-NACU)
<br />CALK-N
<br />W
<br />W
<br />W
<br />W
<br />omcmmt
<br />To
<br />W
<br />(
<br />TO
<br />W
<br />ro
<br />To
<br />W
<br />ro
<br />OUBMTM
<br />ai THEM
<br />-45
<br />LESS
<br />1T
<br />13'
<br />13'
<br />U'
<br />t!•
<br />,]'
<br />IS•
<br />1]'
<br />1]'
<br />,•
<br />3
<br />1]'
<br />, r
<br />1 (TOP)
<br />5,,
<br />0R�
<br />LESS
<br />+•5, __0
<br />+as._Ba
<br />,r
<br />,r
<br />u•
<br />1 s
<br />1 3
<br />1 ]'
<br />1 r
<br />, s
<br />1 r
<br />1 3'
<br />,'
<br />3
<br />1 / 2
<br />1 (TOP)
<br />5,�,
<br />OR
<br />LESS
<br />Ir
<br />13"
<br />13'
<br />13'
<br />Ir
<br />13•
<br />tr
<br />13,
<br />13,
<br />13'
<br />13•
<br />1r
<br />I (BOTTOM)
<br />13"
<br />17-
<br />Ir
<br />IJ•
<br />it
<br />13,
<br />tr
<br />13'
<br />Ir
<br />IT.
<br />13-
<br />it 1/2
<br />1 (sarro )
<br />,r
<br />13'
<br />13•
<br />,r
<br />13,
<br />13•
<br />13:_13'
<br />13'
<br />r
<br />r
<br />13•
<br />2 (TOP)
<br />1r
<br />13'
<br />13'
<br />13•
<br />t3•
<br />13•
<br />Ir
<br />13•
<br />Ir
<br />13'
<br />13'
<br />17 1/1
<br />2 (TOP)
<br />U•
<br />13•
<br />13-
<br />13•
<br />13•
<br />13-
<br />13•
<br />13•
<br />tr
<br />Ir
<br />,]•
<br />13'
<br />2 MOTION)
<br />13'
<br />13'
<br />1r
<br />13'
<br />Ir
<br />Ir
<br />13'
<br />ICY
<br />13,
<br />13,
<br />I3•
<br />It 1/2
<br />2 (BOTTOM)
<br />13•
<br />Ir
<br />1r
<br />U•
<br />13'
<br />13'
<br />13'
<br />13'
<br />13'
<br />13'
<br />13•
<br />Ir
<br />3 (TOP)
<br />t3'
<br />13•
<br />Ir
<br />13'
<br />it
<br />U•
<br />13'
<br />13'
<br />Ir
<br />13'
<br />13•
<br />tt t/2
<br />]GOP)
<br />-
<br />-
<br />12 I/
<br />12 1/2
<br />5 1/4-
<br />6 1/4-
<br />12 1/2.
<br />12 1/2
<br />-
<br />-
<br />6 1/4-
<br />6 1/4.
<br />3 (y0r10M)
<br />-
<br />-
<br />12 1/2-12
<br />1/2
<br />6 1/4•
<br />5 1/4.
<br />12 1/2-12
<br />1/2-
<br />16 1/4'
<br />6 I/4'
<br />3 (60T10M)
<br />6•
<br />6'
<br />B'
<br />a•
<br />a•
<br />a'
<br />a-
<br />a-
<br />a-
<br />e-
<br />r
<br />7 1/2
<br />4 (TOP)
<br />a•
<br />S 1/2•
<br />B-
<br />a•
<br />a•
<br />6 1/2-
<br />1 a'
<br />17 1/2•
<br />a'
<br />r
<br />a•
<br />S'
<br />4 (rap-)
<br />e•
<br />-
<br />e•
<br />4 (BOTTOM)
<br />a
<br />IJ'-
<br />- _
<br />e
<br />!1
<br />a
<br />-_
<br />a _
<br />-
<br />6'
<br />-
<br />4 (BOTTOM)
<br />13•
<br />13'
<br />13'
<br />13"
<br />t3'
<br />,3'
<br />13'
<br />:]'
<br />t]'
<br />73'
<br />S (TOP)
<br />13•
<br />13•
<br />IJ'
<br />13-
<br />13'
<br />13•
<br />13•
<br />13•
<br />_ ,]•
<br />13•-
<br />11 1/2'lc(m
<br />13•
<br />tr
<br />_
<br />Ir
<br />_
<br />Ir
<br />_ir
<br />13-
<br />_13'
<br />I3•
<br />13-
<br />13-
<br />13-
<br />1r
<br />5 (BOTTOM)
<br />I7
<br />13'
<br />Ir
<br />13•
<br />13•
<br />13•
<br />tr
<br />/J'
<br />13•
<br />,J•
<br />13-
<br />11 1/2/3'
<br />lJ'13'
<br />13•
<br />Ir_
<br />,r
<br />13'
<br />13,
<br />17•
<br />13'
<br />13•
<br />a (TOP)
<br />13•
<br />13•
<br />,r
<br />,3'
<br />Ir
<br />1]•
<br />13'
<br />1J'
<br />13'IJ'
<br />,I In!.45.
<br />-
<br />8 1/4-
<br />6 1/4'
<br />61/4'
<br />_Ir
<br />6 1/•
<br />-
<br />-
<br />-
<br />-
<br />6 1/4'
<br />6 1/4.
<br />6 (BOTT.••
<br />-
<br />-
<br />6 1/4.
<br />6 1/4-
<br />6 1/4.
<br />6 1/4•
<br />-
<br />-
<br />-
<br />-
<br />9 1/4.
<br />6 1 4-
<br />13•
<br />5.
<br />13•
<br />10 1/1
<br />13'
<br />7•
<br />,r
<br />7'
<br />7 1/2
<br />5 1/2
<br />,]'
<br />14 1/2.
<br />1 (TOP)
<br />>6,-6'
<br />M
<br />14'-4'
<br />1
<br />Ir
<br />6•
<br />13'
<br />13'
<br />Ir
<br />/ 1/Y
<br />Ir
<br />9 1/2•
<br />0 t_2
<br />6 1/1'
<br />13•
<br />3 1/2.
<br />1 I—
<br />>S'-S•
<br />W
<br />y -e'
<br />tr
<br />7-
<br />13•
<br />13•
<br />13•
<br />9 1/2
<br />IV
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13'
<br />r
<br />, (BOTTOM)
<br />13,
<br />7 I/Y
<br />13'
<br />13•
<br />13'
<br />10'
<br />13-
<br />to,
<br />If.
<br />1'
<br />13•
<br />6 1/2'
<br />1 (BOTTOM)
<br />I]•
<br />5•
<br />13•
<br />10 1/2
<br />13•
<br />r
<br />13-
<br />r
<br />7 1/2
<br />5 I/2
<br />13•
<br />4 1/2-
<br />2 (TOP)
<br />13•
<br />6•
<br />Ir
<br />13'
<br />Ir
<br />8 1/2'
<br />it
<br />6 1/2'
<br />9 1/2•
<br />6 1/2'
<br />13"
<br />5 I/r
<br />2 (TOP)
<br />Ir
<br />7-
<br />11'
<br />13•
<br />15'
<br />9 1/2
<br />13'
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13•
<br />6 1/2'
<br />2 (901TOY)
<br />13,
<br />7 7/r
<br />13•
<br />13"
<br />Ir
<br />10-
<br />,Y
<br />to'
<br />it'
<br />a'
<br />13'
<br />6 1/2.
<br />2 (BOTTOM)
<br />13,
<br />7'
<br />1]'
<br />13-
<br />Ir
<br />9 1/2
<br />13•
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />Ir
<br />6 1/Y
<br />3 (TOP)
<br />Ir
<br />7 1/2•
<br />13•
<br />t1.
<br />13•
<br />so-
<br />IY
<br />TO-
<br />If-
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<br />13•
<br />6 1/2.
<br />3 (TOP)
<br />-
<br />12 1/2"12
<br />1/2o
<br />6 1/4-
<br />6 1/4'
<br />12 1/2-
<br />5 1/4•
<br />6 1/4•
<br />6 1/4'
<br />3 (BOTTOM)
<br />12 1/2.12
<br />1/2.
<br />6 1/4•
<br />6 1/4•
<br />12 1/2-12
<br />1/2
<br />-
<br />5 1/4•
<br />6 1/4'
<br />3 (BOTTOM)
<br />7'
<br />3'
<br />a
<br />15 1/2'
<br />7"
<br />3 1/2•
<br />S'
<br />4•
<br />4 1/2-
<br />7-
<br />6 1/2-
<br />Y
<br />1 (TOP)
<br />7 1/2-
<br />3•
<br />8-
<br />A.
<br />7•
<br />4'
<br />/'
<br />4'
<br />a 1/2'
<br />3 t/2•
<br />6 1/2"
<br />J'
<br />♦ (TOP)
<br />a•
<br />-
<br />a•
<br />a'
<br />5 1/2'
<br />7 1/2•
<br />4 (BOTTOM)
<br />/•
<br />-
<br />a'
<br />8'
<br />a•
<br />S 1/2'
<br />7 1/2'
<br />4 (BOTTOM)
<br />1S'
<br />70
<br />13'
<br />13'
<br />IY
<br />9 1/2•
<br />13'
<br />9 t/2•
<br />ID 1/2
<br />7 t/2'
<br />13'
<br />6'
<br />5 (TOP)
<br />13"
<br />8 1/2•
<br />Ir
<br />13•
<br />Ir
<br />to*
<br />Ir
<br />'a.
<br />11'
<br />,3•
<br />7•
<br />t3•
<br />,3•
<br />13'
<br />9 ,/2'
<br />t/2.
<br />10 t/2'
<br />7 I/T'
<br />13'
<br />0 ln!'
<br />S (BOTTOM)
<br />Ir
<br />a 1/r
<br />13'
<br />1!•
<br />13'
<br />f0'
<br />17'
<br />10'
<br />11'
<br />e•
<br />1J'
<br />/
<br />(BOLtOM)
<br />13,
<br />1O 1/2
<br />13'
<br />T
<br />,3'
<br />7'
<br />7 1/2'
<br />3 1/2'
<br />13•
<br />14 1/2-16
<br />(TOP)
<br />13'
<br />/•
<br />13"
<br />13'
<br />13'
<br />0 1/2'
<br />13'
<br />a 1/Y
<br />9 I/Y
<br />6 1/Y
<br />1J'
<br />S 1/2*16
<br />CLOP)
<br />6 1/Y
<br />6 1/4•
<br />11 1/4'
<br />6 1/4'
<br />B 1/4'
<br />B 1/4'
<br />6 (lOTT.-)
<br />6 t/4'
<br />6 1/1•
<br />6 1/.•
<br />6 1/4'
<br />6 1/4•
<br />6 1/4"
<br />16 (---)
<br />SEE SHEET II FDA AMCxCWS TOE t SPACING FOR 41SIAIATO6 M10 HOOD FOIE BUILDINGS.
<br />• MA1YY ANGKOR SMCNDS AND MINIMUM EDGE DISTANCE ARE KNOVED ON TAPS SCIENCE FOR ED
<br />LESS THAN INDICATED ON SOEOAE AM" ANCHOR SPACING N MULTIPLYING SPACING SHOWN M
<br />SCHMU or TIE FOLORNO FACTORS. MR THIS OPERATION TO K POSIRE• REDUCED SPICING
<br />OBTAINED t*W FACTOR PALL NOT K LESS TWA W IMM SPACING WO,FA}]p FOR EACH ANCHOR IYPE
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<br />•• SPACINGS ONLY VALID WHEN SPACER®5 USED. SEE AX /1 FOR M. A S.D.
<br />DESIGN LOADS NI MAX. PANEL LENGTHS WHEN SPACER IS USED.
<br />3• MAx.
<br />D.M., ,• �.
<br />O OEO
<br />O O O O O O b
<br />r----------- --------i-- ----r ---------------- - --------- ---��
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<br />ASA. DESIGN LOAD
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<br />LENGTH
<br />40 PSF OR LESS
<br />6'-B'
<br />> 40 PSF TO 50 PSF
<br />V-2'
<br />> 50 PSF TO 80 PSF
<br />5'-10'
<br />A MAIL. PANEL LENGTHS ARE 0 VALID FOR INSTALLATIONS
<br />W/ SOLID SET AN A W/ SPACER AT 12 1/2. O.C.
<br />FLORIDA BUILDING CODE (Non Hlah Velocity Hurricane
<br />_-- ANCHORS (SEE SECTIONS B ALTERNATIVES ON 9EETS 13, 14. 15 &IG)-.
<br />R-tA/13, R-2A/13, R-3A/14, R-iB/13. R-28/13. R-36/14, 3' MAX.�R-CAW/15, R-2AW/15, R-3AW/16. +R-1BW/15, R-29W/15, R-36111/16. 1•'-I
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<br />1/4•e-20.1• S.S. BOLTS WQ t'
<br />(USE FOR PANEL LENGTH /� WAX.
<br />OOVER 7'-G') 1 t 1 PANEL LENGTH
<br />REGULAR STORM PANEL REGULAR STORM PANEL B'-B• • +40.0. -40-0 p.•.f.
<br />(W/ OVERLAP MID PANEL LENGTH DOLT)
<br />__.__.___ 1 --------------
<br />LIFE
<br />- _ - - _ -
<br />5 �RM PANEL i r-e• a +SORT. -54.0 PALI.
<br />(W/O OVERLAP MID PANEL LENGTH BOLT)
<br />A A : USE 2'-6' Mel PANEL LENGTH
<br />_ .._ - AT ALL MOUNTING$
<br />S.S. BOLTS
<br />AT EA
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<br />I' MAN. R-1 A/13. R-2A/13, 0-3A/14, R-18/13, R-28/13. R-30/14, 1' MOP.' SPEED UP TO 170 m.p.h.
<br />R-1AW/15. R-2AW/1ST R-SAW/16. LOIR-1BW/15, R-2BW/15• R-3BW/16.
<br />----- - _. - -. - ANCHORS (SEE SECTIONS t ALTERNATIVES ON SHEETS 13. 14. t5 O16)
<br />1/4- MAY. SAP
<br />cr: LIFE SAFETY STORM PANEL CCU ELEVATION
<br />2.68T SCALE 1/4'-1•
<br />O STORM PANEL (MIS o40LAP -, YORE ,6NIEVI O REGULAR STORM
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<br />6
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<br />a r w TIARA aura n : M.0 rL 33314
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<br />SCHEDULE FOR REGULAR STORM PANEL (1)INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK_ STRUCTURES
<br />(VALID ONLY FOR PANEL @ INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MAX A.&D.
<br />SIGNRATING
<br />PRESSURE
<br />MAXIMUM ANCHORS SPACING FOR BAN ED. PER SCHEDULE BELOW
<br />APPLICABLE
<br />To socnom
<br />! rVn
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />(ti),H1Gl
<br />MAX. A.S.O.
<br />DESIGN
<br />PRESSURE
<br />MMMUM HONORS SPACING FOR YIN E.D. PER SCHEDULE BELOW'
<br />APPISABLE
<br />To SECTIONS
<br />!
<br />MINIMUM
<br />PANEL
<br />LENGTH
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<br />TAPCON
<br />SOUR -SET
<br />PAEtAYAO
<br />PLL6
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<br />SOLID -SET
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<br />m
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<br />m
<br />—
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<br />10 cocwt
<br />W
<br />W
<br />m
<br />W
<br />ro
<br />>+65, -a
<br />TO
<br />+7s. -75
<br />13"
<br />„•
<br />Ir
<br />13,
<br />1r
<br />1r
<br />13•
<br />13'
<br />13•
<br />12•
<br />13•
<br />1 to'
<br />1 (TOP)
<br />S,_Nr
<br />OR
<br />LESS
<br />>•73.-75
<br />•1,4-„ab
<br />Ir
<br />Y
<br />13'
<br />10 1
<br />13'
<br />6 1/2•
<br />13•
<br />6 1/2'
<br />7 1/2'
<br />5 1/2'
<br />13'
<br />4 1/2'
<br />1 (TOP)
<br />5,_-
<br />all
<br />�
<br />13•
<br />it'
<br />Ir
<br />13'
<br />13•
<br />Ir
<br />Ir
<br />tr
<br />13'
<br />12•
<br />13•
<br />1 10'
<br />1 (BOTTOM)
<br />13'
<br />0 1/2'
<br />13'
<br />13*
<br />13'
<br />r
<br />13•
<br />9•
<br />to'
<br />7 1/2"
<br />13-
<br />a•
<br />I (BOTTOM)
<br />13-
<br />It-
<br />13•
<br />ICJ•
<br />13•
<br />Ir
<br />13•
<br />IS-
<br />13•
<br />12•
<br />t3,
<br />to'
<br />2 (TOP)
<br />Ir
<br />51
<br />13'
<br />10 I/2
<br />13•
<br />4 1/2'
<br />13•
<br />6 1/2'
<br />7 1/2'
<br />S 1/2'
<br />13'
<br />4 1/9'
<br />2 (TOP)
<br />Ir
<br />1,-
<br />13•
<br />13•
<br />13"
<br />Ir
<br />t3-
<br />13"
<br />U'
<br />12'
<br />13'
<br />t0'
<br />2 (BOTTOM)
<br />13•
<br />r
<br />13'
<br />Ir
<br />,r
<br />9 1/2•
<br />13•
<br />9 I/r
<br />10 ,
<br />7 1/2"
<br />13•
<br />6 1/2•
<br />12 (BOTTOM)
<br />13•
<br />1t•
<br />Ir
<br />13,
<br />$3•
<br />13'
<br />fr
<br />13"
<br />13•
<br />12'
<br />tr
<br />'0•
<br />J (TOP)
<br />IJ•
<br />T
<br />Ir
<br />13"
<br />13-
<br />9 1/2'
<br />13-
<br />9 1/2-
<br />10 1/2'
<br />7 1/2•
<br />Ir
<br />6•
<br />3 (TOP)
<br />-
<br />-
<br />12 1/2'12
<br />1/2
<br />6 1/4'
<br />6 1/4'
<br />12 1/2
<br />12 1/2
<br />-
<br />-
<br />6 1/4'
<br />6 t/1'
<br />3 (BOTTOM)
<br />-
<br />-
<br />1'
<br />1 /2
<br />1 ,
<br />7 /2
<br />t 4-
<br />6 /
<br />t {•
<br />6 /
<br />t 1
<br />1 /2
<br />6 1 1•
<br />/
<br />-
<br />-
<br />1
<br />6 /{
<br />6 1/ 4•
<br />] (BOTTOM)
<br />1"
<br />6•
<br />5-
<br />6 1/2-
<br />7•
<br />Y
<br />B'
<br />4 1/2'
<br />4 (TOP)
<br />7•
<br />3
<br />a'
<br />5 1/2'
<br />Y
<br />3 1/2
<br />4•
<br />a 1/2•
<br />3•
<br />6 1/2•
<br />2 1/2.
<br />/ (Top)
<br />13•
<br />6'
<br />-
<br />6'
<br />r
<br />a•
<br />-
<br />/•
<br />-
<br />4 (BOTTOM)
<br />e'
<br />6 1-/2'
<br />-
<br />8"
<br />_ -
<br />_a
<br />_e
<br />-
<br />5 1/2'
<br />-
<br />r
<br />-
<br />4 (WITO)
<br />11•
<br />13'
<br />13'
<br />13•
<br />,3"
<br />13•
<br />13'
<br />it
<br />12-
<br />17•
<br />10'
<br />5 (TOP)
<br />13-
<br />6 1/2•
<br />13•
<br />13'
<br />tr
<br />9•
<br />13'
<br />9•
<br />to'
<br />7 1/2'
<br />_ 13'
<br />6•
<br />S (TOP)
<br />13'
<br />11'
<br />13'
<br />13-
<br />13'
<br />1]'
<br />1J'
<br />73•
<br />1]'
<br />12•
<br />13'
<br />to'
<br />5 (BOTTOM)
<br />,J•
<br />T
<br />t3'
<br />13'
<br />1J'
<br />9 1/2•
<br />IJ•
<br />9 1/2'
<br />ty 1/2'
<br />7 1/2'
<br />17'
<br />6'
<br />S (BOTidI)
<br />1,'
<br />TJ'
<br />1J'
<br />17'
<br />t3'
<br />_
<br />13'
<br />1_3_•
<br />,2•
<br />17-
<br />TO-
<br />6 (TOP)
<br />17'
<br />t3•
<br />ly 1/1
<br />13_'
<br />a 1/2'
<br />13'
<br />6 1/2'
<br />7 1/2'
<br />S 1/2'
<br />13'
<br />1 1/2'
<br />6 (TOP)
<br />-
<br />-
<br />6 1/4'
<br />6 1/4•
<br />6 1/4-
<br />6 1/4'
<br />_Ir
<br />-
<br />-
<br />-
<br />e I/4'
<br />a 1J4'
<br />6 (BOLT.")
<br />-
<br />_S'
<br />-
<br />e i/1'
<br />6 1/4'
<br />6 1/4'
<br />6 I/4'
<br />a ,/•'
<br />a 1/4•
<br />-
<br />-
<br />6 I/1'
<br />6 1/4•
<br />a (BOIL.••)
<br />13•
<br />T t 2-
<br />/
<br />13'
<br />13-
<br />Ir
<br />t0'
<br />13•
<br />f0•
<br />it,
<br />B•
<br />,3'
<br />6 ,/Y
<br />1 (TDI'
<br />>S'-6'
<br />TO
<br />B -O'
<br />13'
<br />S.
<br />1J•
<br />10 1/2•
<br />tr
<br />6 1/2'
<br />13•
<br />6 t/Y
<br />7 1/Y
<br />S 1/2'
<br />1]•
<br />4
<br />>5'-6'
<br />TO
<br />'r-5,
<br />t]'
<br />7 tn!'
<br />13'
<br />13'
<br />U'
<br />10 1/2
<br />tT
<br />t0 1/2
<br />i, 1/2'
<br />8'
<br />13•
<br />r
<br />I (BGrtoM)
<br />tr
<br />6 1/2'
<br />13'
<br />IS•
<br />,r
<br />9•
<br />1]'
<br />9'
<br />,0'
<br />7 1/2'
<br />aJ'
<br />a•
<br />t (BOTTOM)
<br />13'
<br />7 1/2•
<br />13•
<br />13-
<br />IS'
<br />for
<br />t3.
<br />to'
<br />it*
<br />6.
<br />13•
<br />6 1/2'
<br />2 (TOP)
<br />13'
<br />3•
<br />1]-
<br />/0 t/2
<br />13'
<br />6 1/2'
<br />IY
<br />5 1/2•
<br />7 t/2•
<br />5 1/2'
<br />13'
<br />4 1/2'
<br />2 (TOP)
<br />13•
<br />7 1/2'
<br />,]-
<br />11•
<br />13'
<br />10 1/2
<br />13'
<br />t0 1/2
<br />11 1/2
<br />S'
<br />13'
<br />r
<br />2 (BarTOM)
<br />13•
<br />r
<br />tr
<br />13'
<br />13'
<br />0 1/2'
<br />Ir
<br />9 1/2•
<br />0 1/2
<br />7 1/2"
<br />I]•
<br />6 1/2'
<br />2 (BO7WM)
<br />13'
<br />7 1/2'
<br />13'
<br />13•
<br />13•
<br />t0 1/2
<br />11'
<br />,0 1/2
<br />11 1/2'
<br />8•
<br />13'
<br />r
<br />3 (TOP)
<br />13'
<br />7•
<br />1r
<br />13•
<br />ICJ"
<br />9 1/2'
<br />13•
<br />9 1/2*
<br />.10 1/2.
<br />7 I/2'
<br />13•
<br />6'
<br />3 (TOP)
<br />12 1/2.12
<br />1/2
<br />5 1/4"
<br />6 1/4'
<br />12 t/2
<br />6 1/4'
<br />-
<br />-
<br />6 1/4'
<br />8 1/4.
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1/2-12
<br />1/2
<br />6 1/4-
<br />a 1/4.
<br />12 1/2.
<br />6 1/e-
<br />-
<br />-
<br />6 I/4-
<br />6 1/4.
<br />3 (BOTTOM)
<br />7 1/2•
<br />] 1/2'
<br />8-
<br />5'
<br />7 1/2'
<br />4'
<br />6•
<br />4 1/2•
<br />5' j
<br />3 1/2'
<br />r
<br />V
<br />4 (TOP)
<br />7-
<br />r
<br />S"
<br />5 1/2'
<br />7•
<br />3 1/2'
<br />r
<br />4•
<br />4 1/2'
<br />J•
<br />6 1/2"
<br />2 1/2.
<br />4 (TOP)
<br />S.
<br />-
<br />/-
<br />-
<br />a'
<br />-
<br />4 (BOTTOM)
<br />a•
<br />_
<br />-
<br />6 1/2•
<br />-
<br />1•
<br />-
<br />6•
<br />-
<br />s 1/2'
<br />-
<br />r
<br />-
<br />4 (BOTTOM)
<br />I
<br />7 1/2'
<br />13•
<br />13'
<br />13'
<br />to 1/2
<br />1Y
<br />10 1/2-11
<br />I/2
<br />a-
<br />,]'
<br />T
<br />5 CLOP)
<br />1r
<br />6 1/2•
<br />13'
<br />tr
<br />_
<br />1J'
<br />r
<br />13•
<br />9•
<br />Io-
<br />7 1/2-
<br />13-
<br />6'
<br />5 (TOP)
<br />13-
<br />7 1/2'
<br />1r
<br />13•
<br />13•
<br />10 1/2
<br />tr
<br />10 1/2
<br />11 ,/1
<br />a'
<br />IJ'
<br />)'
<br />5 (BOTTOM)
<br />Ir
<br />7-
<br />13'
<br />13•
<br />13•
<br />9 1/2•
<br />,7'
<br />19 1/2'
<br />10 1/2'
<br />T 1/r
<br />13'
<br />6"
<br />S (BQRTOI)
<br />13•
<br />7 1/2•
<br />13'
<br />1 13•
<br />13•
<br />10 1/2
<br />13•
<br />to 1/2,11
<br />Ilr
<br />o'
<br />1 13'
<br />1 r
<br />6 (TOP)
<br />,r
<br />5'
<br />Is,
<br />13'
<br />6 1/2'
<br />13•
<br />B 1/Y
<br />7 1/2-
<br />S 1/i•
<br />13'
<br />14 1/2-16
<br />(TOP)
<br />6 f/4'
<br />6 1/4'
<br />B 1/t'
<br />6 1/4'
<br />6 1/t'
<br />6 1/4'
<br />16 (BOTT ••)
<br />6 1/4-
<br />16 1/4-
<br />16 I/4•
<br />6 1/4•
<br />6 1/4'
<br />16 1/4*
<br />16 (BOTT.-)
<br />SEE MEET II FOR AMCHORY TYPE At SPACING TOM 04IAlA1ONS AIIO Race FIM E BULD110/.
<br />• MNW NOOe VVIC°16S ARC M IAMI CAPE 06TANCE ARE AOKWITI D OR THIS SOELME PORE EA.
<br />LESS THAN MICA70 ON SCHMU REMADE ANCHOR SPACING In WATOLVIK7 SPACING SHOWN M
<br />SO[OAE N THE FouvooO rACtO6, no THE OPERATION TO K POSSIBLE. NOWCFD SPACING
<br />OBTAINED PIANO FACROP SMALL NOT BE tts THAN MINIMUM SPACING BOGGED MR EACH IMCIOR TYPE
<br />ON Tab SCHEDULE
<br />1/41
<br />1/4.
<br />I/a•.
<br />1/41
<br />1/4•.
<br />AIJUM rtm
<br />-1/4•.
<br />9Pa5R
<br />Ban-mu"LAROLMICE
<br />-..
<br />TIYRAiOE
<br />LEEP-AREA
<br />w-«
<br />MNARAL ANCHOR SPACING Ca)
<br />3
<br />)
<br />3
<br />3
<br />S I/T
<br />A ,n
<br />AARaAOMEOK O♦)
<br />3
<br />] ,n-
<br />r
<br />3
<br />3 1n•
<br />3
<br />ONANOOAJ eca
<br />!
<br />! ,n'
<br />a 1n•
<br />3 1n
<br />3'Ir
<br />AMA OK BO0610E .)
<br />FACM
<br />„n•
<br />ale
<br />-
<br />-
<br />-
<br />-
<br />-
<br />---
<br />6A3
<br />__._,.
<br />-- - -- __..
<br />1,
<br />-
<br />--
<br />,m
<br />Im
<br />-
<br />,m
<br />m
<br />•' SPACINGS ONLY VALID WHEN SPACER USED. IS SEE 1 FOR MAX. ALSO.
<br />DESIGN LOADS k MAX. PANEL WHEN SPACER IS USED.
<br />7Ai -IL
<br />e
<br />A.S.D. DESIGN LOAD
<br />M1>d1UM PANEL.
<br />LENGTH
<br />40 PSF OR LESS
<br />8•-8'
<br />> 40 PSF TO 50 PSF
<br />6'-2'
<br />> 50 PSF TO 60 PSF
<br />V-10•
<br />A MAX. PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS h W/ SPACER AT 12 1/2. O.C.
<br />1/4•0 TAPCON .__
<br />INTO
<br />O(ISTND POURED 1/4. TAPCON._ -_
<br />OR
<br />INSTALLATION DETAILS
<br />POURED CONCRETE OR
<br />EXISTING POURED
<br />FOR LIFE SAFETY PANEL n
<br />CONCRETE BLOCK STRUCTURES
<br />1/4.0 TAPOON.... _ EXISTING POURED
<br />1/4-0 TAPCON -_ - EIOSTNC POIAi[p
<br />ANCHOR a 9. D.C.�`ONCRETE
<br />ANCHOR
<br />CONCRETE BLOCK
<br />a 9' D.C.CONCRETE
<br />OR
<br />CONCRETE BLOCK
<br />ANCHOR O Y D.C.CONCRETE OR
<br />COMCRETf &LOCK
<br />ANCHOR O 9 O.C. CONCRETE OR
<br />� '- CONCRETE BLOCK
<br />REOURED.
<br />REQUIRED.
<br />REQURED.
<br />j REOILM D.
<br />H
<br />1/1• 1/4.
<br />N /
<br />_.J
<br />1/Y 1/4•
<br />1 - -
<br />,/2' t[4•
<br />r `/ ,/2• ,/4•
<br />_L(6>4. ,
<br />/
<br />///, _-- _
<br />I /� MINIS-_--.___-_ )
<br />E.D•
<br />E0.4,
<br />ED• � i
<br />E.D• �/ I
<br />1
<br />I
<br />If
<br />I
<br />1 1• MA.
<br />I
<br />0
<br />�S�C
<br />I
<br />�.__
<br />germ r ClL55�,1
<br />I-SEPAMTION
<br />TO C1A57.
<br />I t/a•f2m1•
<br />�.-- -� can r
<br />N I I/•'•-3m,•
<br />EIOSRNSJI .'T' u eous
<br />IX 0`SEPARATION 1
<br />r,.{ASS'•INI To G1A55. _ta n�J9 r
<br />_-.�'
<br />A2
<br />,% ! ,- - ONE W 1WWL
<br />LL/aN Oat 11-CI
<br />�i,.
<br />- t _ d u
<br />;
<br />MASS e f f i cMt Sae Rra
<br />; YTYN oA1 r-C
<br />n _
<br />11
<br />1
<br />t --
<br />"
<br />3j
<br />M...
<br />PANEL
<br />U -
<br />I i' MAx.
<br />PANEL
<br />11 1 L
<br />II +
<br />MAX 9 ; 1• MAX
<br />LENGTH
<br />II A
<br />1 LENGTH
<br />ISLE ELEVATION
<br />A
<br />6
<br />6' LENGTH
<br />I (SEE O"ATMNI
<br />.PANEL
<br />-_ _. _--__. ,/�. _t - (SEE
<br />A I 6' PANEL LENGTH
<br />ELEVATION p I (SEE ELEVATION
<br />1' Yin.
<br />ON SHEET 12)
<br />A
<br />- -I. ION SHEET 12)
<br />I' Yin. 1 ON SHEET 12) II I - -� ON SHEET 12)
<br />If
<br />Ir--SEP LA
<br />1
<br />y
<br />I
<br />55.
<br />TO CLASS.
<br />0 C
<br />1
<br />1
<br />�. -_...
<br />- _i
<br />I
<br />N TO GLASS.
<br />T-
<br />/ -r 3
<br />; I
<br />• /
<br />/i j'
<br />j
<br />%i
<br />E D
<br />I
<br />ED.-
<br />ED.• I
<br />E.G.-
<br />vrw
<br />LEOI
<br />3/4' f
<br />-.__1.--_.1
<br />/,
<br />1 1_ I
<br />I EQL /� R,�ipt LNs.
<br />-- w `•Mi
<br />1 "
<br />/
<br />MIS
<br />/
<br />1/4'0 TAPCON �J
<br />_1/4 -0 TA'CON
<br />1/4'0 TAPCON
<br />ANCHOR a 9' O.C.
<br />ANCHOR a 9. O.C.
<br />ANCHOR a 9' O.C.
<br />ANIIOR O C O.C.
<br />DUSTING PORED CONCRETE OR
<br />EXISTING POURED CONCRETE OR
<br />EXISTING POURED CONCRETE OR
<br />EX611NG POURED CONCRETE DR
<br />__CONCRETE BLOCK REOUIREO.
<br />MOM
<br />O REGULAR PANELS
<br />.-CONCRETE
<br />O LI
<br />BLOCK REQUIRED.
<br />PANEL
<br />_ _
<br />-CONCRETE BLOCK REOIRRIED.
<br />_
<br />CONCRETE BLOCK REOINRED.
<br />LI E�ANEL
<br />WALL MOUNTINGS
<br />SALE 3/M,'
<br />WALL MOUNTINGS
<br />LHunMAA,A.- SCALE 3/8-1-
<br />SEE SEE SHEETS 16 t to NOR ANCHORS
<br />AIoaIR SESE
<br />TYPE ! SPACINGou MR INSTALLATIONS Nm
<br />W:�H
<br />MEOW MOOR srAAQ 0.)
<br />1
<br />M HAM FRANC NC OR SNG6
<br />11BiUY ANCHOR SPACINGS NO NAWNeeM
<br />•A.IORN•NN CeII•M 0",
<br />011,AQ�, OSIar O•a OR)
<br />3
<br />[ODE 06D•NCE ME AOCARD ON =
<br />ED
<br />ON CME Fo1 EU LESS ANCHOR
<br />ON SCIEOXE REDUCE ANCIOII SPALY40
<br />SPACING
<br />3
<br />of MALTIPLYW sNCW SHOWN ON
<br />SCHEDULE BY THE FOLLOWING FACTOM
<br />AMA m pm gyp,)
<br />FAD=
<br />FOR HMS OPERATION W K POSSIBLE.
<br />REDUCED SPACING OBAAED LOW
<br />FACTOR SILL NOT DI LEES 71AAM
<br />2 in•
<br />--_-- _ - .---
<br />-----
<br />__ __ ... _
<br />MOAN 5►ACNDTHSCH NOR EACH
<br />INDICATED
<br />ANCHIOII TYPE ON THE SCHEDULE.
<br />r
<br />aW
<br />Hurricane
<br />—'p�P
<br />(D
<br />W
<br />VJ
<br />CV
<br />O
<br />a)
<br />�6
<br />N
<br />Q
<br />0
<br />O
<br />C
<br />(6
<br />-
<br />O0-
<br />O
<br />O
<br />C
<br />O
<br />W
<br />//SIC
<br />\ �A
<br />O
<br />_O
<br />'t-°
<br />LJ._
<br />U.-
<br />O
<br />//�'���
<br />\ V
<br />>
<br />U
<br />.�
<br />/ )
<br />L-
<br />O
<br />(1)
<br />} A
<br />0-
<br />/_
<br />1c-
<br />Cu.)
<br />-0
<br />.=
<br />-I1L%R
<br />)
<br />a
<br />z
<br />z
<br />W
<br />J
<br />N
<br />- C)
<br />N
<br />zL
<br />a
<br />'Y
<br />a d fa
<br />V,
<br />t1,
<br />Tn
<br />a
<br />W
<br />Lq
<br />F C
<br />C
<br />L)
<br />INSTALLATION DETAILS FOR UFE SAFETY PANEL (1)
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL Cif INTO WOOD STRUCTURES
<br />INTO WOOD STRUCTURES
<br />-- ii I• -- •..i7 PT -- - --
<br />WOOD HUOFJI II000 HeI1DER w000 HEADER ''t W000 HEADER ! WOOD HEADER 'MOOD HEADERCn
<br />tx2nED REa REO ; �� �Eou uD 7FEauneO — ouwED IffawlcD �^^,,
<br />\ \ W
<br />1[4'. TAPCON ! _ /4Y TAPCON / �4'0 TAIII r 1 P• TAPCON
<br />ANCHOR a 9' O.t. , ANCHOR O 9. O.C. ICI AINCHOR a 9' O.C. I OR O 9. O.C. 114Y 7APCON _ 1 IY TAPCON
<br />) N / / f ) j AMC110H O 9. O.C. HIOR a 9' O.C.
<br />O z0 �'', ' '� - -
<br />.6 _, i i ! Q
<br />. ,/z' i/4' l ',"Big •.i 1/2' I,/4• ,• IN tj2• „4• 1/T• ,/4• ,, _) 1
<br />q ]
<br />' — ---� 2 MAx_-- - 1 ', �T•. I MAIL-- ._ 2 1i. . 1�AIx -) ,.., 1/z• 21/4. L,. i�.! 1/2• 1/4-
<br />2. `11 p
<br />AAA% Wn. i.l , � el'! _ _.-_.Wn �1�I .... -.. i MAX
<br />IfI N I ,/4Y- / 1
<br />1 6 1 9 I >I O + IO N
<br />q j t/BIM-2d,• a 'A_. i� A u`� r R I ,/••s-20.I• � ,r - is t_. a w� R 1 p 1 /4•a 6tR,• OR
<br />GIASSIe _ 1 -- Q Bean R Ex6tlyyy I /�,.6 f, - I 13. p I Exlsn('lizp I ,/r•.->s,• k 1�' i i L n B°L
<br />1 1 u I EX6nN(�,I , GL/LSS p T Si Nln r J a`
<br />1 1 I 18NOe OiOR Y-e7
<br />B ,Tf11A� - 1' MAX
<br />N I 2 1 R 1• MA2 a. f .: : M1a wIR FWa cLXA55' II 1
<br />1- (PANE ELEVATION ii - -_ _ I v YEA. PANE) IFRCTH n I LOGIN oAR r-rj n ' 1 -
<br />,/� . aK roM 1NB cols
<br />6If I R •L• MAX.
<br />PANEL
<br />PANEL LENGTH
<br />'� PANG LETCIN B , CL
<br />ON SHEET 12) I:_ ___ :. _ ELpLENGTH 0 I - aN SHEET ELEVATION 11 1 1 PANEL LENGTH _ _._- -- _ r- o' (SEE ELEVATION
<br />'(oN�i SHEET ELEVATION 0 1 -- �_. - -==i ON SHEET 12)---�--- - - { �_ -_ 1 --- (SEE
<br />ESHEFTAI2N L _1. - -..) oN SHEET 12)
<br />� -
<br />T_. o'--SEPARATION •_--.iJ'-- _ _ __ I R I
<br />IIr- OP CLA55. I L/ F._ 1' Min. OO IRA TO C1A55tom, T AMTION i '2 SEPAMTOH- R I 1 0 1' Wn.
<br />I AMARATION 1NM- I
<br />Y , (-��, TO CRASS 6. B I L/2 1-57OA55 �. O 6' B To GLASS. O q SEPAMnON ; }+
<br />l—J '," 1 e ,® t - .'- i e I2 I/2• i i L/2 GU55. i e
<br />N I i
<br />I. CEO. - _ - 1 _ J. fo -. ;' t/2' ,/0.-2o.lr EO. - - i eYt?oc EC. eE,/t Oc
<br />u
<br />w�� _._.- i �" 'NCR Ib lIO0 Ni 0
<br />' ) •an W/IYOe°� 16Q tn•/�� EO t Et
<br />\J REOUNEO R0 12 an c 2'.4 WOOD 2'.a' WOO)
<br />Ja'W TAPCON - 1/4•R TApC011 �/ i TAPCON 9. Yaa• WOQQ PLATE PLATE
<br />AINCHHOR O 9' O.C. ANCHOR O R' O.C. ANCHOR O 9. O.C. PLATE
<br />STAGGERED N/ STUD I STAGGERED W/ STUD REWIfED __I/{'I TAPCON REQMRED 1/4'A PANELWIE PLUS REQUIRED 1/4'• PAAELAATE PLUS
<br />ANC Oa • 9 O.G ANCHOR O 12 1/2' O.C- ANCHOR O 12 1/2 QC WOOD
<br />LATE PlA E W
<br />i
<br />r
<br />REQUIRED
<br />ALTERNATIVE R-111W NW"VAs�p iiIIVVEE RR�_��@�r
<br />O LIFE SAFETY PANEL O-t-i. FE AO& PANEL M„HHUHnA,I
<br />SAFETY PANEL
<br />WALL MOUNTINGS A. TI W�MWNTINGS WALL_l�INGS �1EA,AETI4j W
<br />SALE 3/8-,• ... S3/8-1' SCALE 3/s-I•
<br />,.....'%D ALE 's C
<br />3; ' GENs FLORIDA BUILDING CODE Non High Velocity Hurricane Zone)..44167 1 FLORIDA BUILDING CODE Non High VelocityHurricane Zone G
<br />!�. .4416E 'z exoro n,aa LO. ORY PANEL"'yt.. _ * * N1202a nl[ca AO. F.P. Q
<br />I. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN 24 GAGE GALVANIZED STEEL ST i 21 GAGE GALVANIZED STEEL STORY PANEL
<br />PRESSURE RATINGS ' * C - 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. i STATE OF : 4 _ O+V1M e^
<br />(p.R.l AND PANEL LENGTHS AS * : -` O/3T/>e>e DESIGN PRESSURE RATINGS Z
<br />PER ELEVATION ON SHE IL ? * -12.� � '-
<br />GLOBAL PROTECTION PRODUCTSM UC. (p.s.t AND PANEL ; Nr IL ECOYNe GLOBAL PROTECTION PRODUCTS, I.I.C. �y
<br />STATE D I L E C O INe. OIL ) ,mac' CORE ---.-
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD i T 4e6o 1W. s, sT LENGTHS AS PER ELEVATION ON SHEET yA
<br />�•' f R t CPM►ANNr ,$ •• — ie, III STOW
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC O,e• (ORIO 1 J .a aw a r s W� N Wo, n a,N o"'a•'L �1. 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 4' JONAL �'1 �-L>'2Lt ,u 3N, W, r a a°wM ale. n- nI,4 z
<br />DENSITY OF 0.55 OR EQUAL w.-. trw o�-,w� .N-uH PLIOMIG (e4)e.-TSN0. SAX ryee,er-e7s2 MEMBERS 70 BE SOUTHERN PINE No 2. W/ SPECIFIC HNNPAHYEAM G ,... vw AI-wN r.: am m-Nm rTONe (RNXAFTs.a rll (RaP)Ees-eTST 20-175
<br />SJ "� NQ r
<br />U-OSAIT j DENSITY OF D.SS OR EQUAL �yppp-"„s .t�� oWBNa w. Q
<br />ANNAN NLtE1 A ttLLR .N.i P.E. I>"Q w IRNMT MAT 16 IE. XIL/SIIRNnO[/OAR APLtEl1 A lYitT A.. IE
<br />COLT'. a I.
<br />I..L
<br />SHEET NO.
<br />SH 1.4.
<br />
|