|
_ _ . L.. _ -I - I
<br />1' '11,11 11
<br />END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE,
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE
<br />SAFETY do E-Z HANG STORM PANEL (1) SYSTEMS
<br />1 1
<br />h- //�� ppIXOMIRNED
<br />1 'v.7J DR-r.4*[O BLFOR
<br />•©a .® 2' . ]' ..093' ],� 11-1a a /
<br />VARIES 1 6063-T6 ALA/ COW. KtAI
<br />O & ®
<br />S me, REOLRIYD ANGLE WITH ,/4'• . 131e )
<br />1 2 1/2 TA�CAII a 1Y O.C.
<br />- _
<br />CRIVIL CONCRETE IT - W.
<br />BLOCK ORPOURED �l•WOOO IRAYC ' POIAIED 1 1 ,/•'• • 1 ]/4' tA,•CON ]-t
<br />ROXXXVID CONCIET[ NatK DR --` i 1-_ _P.. ,Y G.2-'. 2 „Y Tl_ , T
<br />FRAME - K - �J i
<br />YM• WOOD
<br />CAP
<br />J
<br />CUT PAVEL (TAP1 ANCHOR ! TERNAIE LED LOCATION
<br />MN, % e 12, O.C. 1 2' . 2• a .055' CO -
<br />VARIES
<br />r Ie. 2' . 5' L115' CSM, .
<br />WG L ALLRL AMOLF OR
<br />G�
<br />41.E ,
<br />i AIM 3105-H154 SHEET PIXX® CONCRETE. CONCRETE
<br />_ ----
<br />-�- N 1_ TAA[Ht METAL ALUM. (FAT RACE BLOCK OR 2'14' WOOD TRW
<br />J,OS-H,• OR 1 2 112' REaJRm
<br />�••
<br />6063-n Alm• 1 2• 1 '/�Z
<br />CONT. ALLY. ANGLE Min.
<br />,//% ---- -------Alma.---- J Mo . CM
<br />1/4- • ear 4• . •• ..on'
<br />O f2. O.C-- )1pS-n,4 OR W63-r6 Alm
<br />M/UCINUT CPnI- A,Pn. ANOE
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />SCAB 1/4"-1' SCALE 1/4'.1' SCALE 1/4•-1• SCALE 1/4--l-
<br />- - SOLD -SE( OR TJWI-N
<br />a ELCO PAMEL ATE
<br />` J 'O POM[D CONgETE._ _E%6/PID TIMI Al FEMALE ND ( E
<br />I.5x \ POURED 1 - ; --- 1 OR
<br />OR�Y..4' 1Naoo sonor rOPOSM SCHEDULE 01 5i1EE7S e.
<br />- _ (MN. PANEL -;= CONCRETE BLOCK VARIES„1 O ® FWA1E REOINIEO AS APPLM/AE 10 • il)
<br />OVERLAP BEYOND YH' W000 FTANE 5• M.
<br />'. OPENING m67N)
<br />'.Y. Loll
<br />_
<br />�®
<br />1 WISHES ly •© �eElrt R/ ANCHORED FRONT k
<br />r Ma 1 mWl (NNEEVER END PILANGES �AEL)m
<br />X . 8.0E DISTANCE --�/-7- - - 1 iNO1
<br />-seu eai.s "� ,..•,,TO,µµ, CASE G (GLEAN)
<br />SCALE 1/4•-1•
<br />iw-W
<br />•.5w i`�.•'�\GENs '. ✓9 VNJD FOR DIRECT MOUNT INSTALLATION ONLY k
<br />WAe4'ac
<br />=a
<br />i F '•' s CERTIFIED PANEL INSTALLATION AT WALLS W/
<br />N0. 44167 •'; SURFACE LEVEL VARIATIONS WITHIN 3/4-
<br />i * * ; * ? FLORIDA BUILDING CODE Non ITT h Velocity Hurricane Zone
<br />CASE E (PLAN) CASE F (PLAN) _ 9'•.TE OFA C0 "G 24 CAGE GALVANIZED STEEL STORM PANEL
<br />1/4•-1' '. O,N�. f�OR10�'
<br />SCALE 1/4'-1' SCALE
<br />\HIV
<br />A5' SPi ILL E� C O PROTECTKNI PRODUCTS. LLC.
<br />NNE.OL09AL
<br />,BP illlT TpiWle R ONOIIK[MW C0IMANY IL 5I 51RFET
<br />R Y i V5r •I06•. R ]H� LANK,
<br />20-175
<br />W m (
<br />.. .,.. INN m-tI . a : tuo m-,An PHO,E (55.)M-Cale. nun (65.>.R-5Fn
<br />- oR•rRA x•
<br />MM710
<br />Pt. Y4,90141V.C/WTE a-00067 J �•-
<br />rIar A /IMF Jr_ Pt. Y,T-W 2NK1 a O' Is
<br />Ml
<br />(VALID ONLY FOR PANEL 101NSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 k 7)
<br />MA(. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P-SET.)
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 It 7
<br />APP TUCDA6IE
<br />IE14u
<br />k A,O,
<br />C
<br />OF THEM
<br />MApyuy
<br />PA/EL
<br />IEHICTN
<br />t'
<br />(N.)
<br />TAPCON
<br />LAD SCREW
<br />PAIIEUMATE
<br />FEMALE ID
<br />PAFELMATE
<br />PLUS
<br />WOOD WSNO
<br />t3'
<br />tY
<br />Ir
<br />13'
<br />13"
<br />Iw (TOP)
<br />13
<br />13•
<br />13•
<br />13•
<br />13'
<br />IOU (BOTTOM)
<br />6 1/2-
<br />6 1/2-
<br />8 1/2-
<br />6 1/2'
<br />6 1/2-
<br />PW W)
<br />_
<br />_
<br />8 ,/4'
<br />t2 1/2-
<br />6 1/4•
<br />(Wr1-)
<br />5-0•
<br />If.
<br />8. ----
<br />8.
<br />--- - 8.
<br />-
<br />-- _
<br />cm)
<br />L�
<br />-
<br />e-
<br />-
<br />e•
<br />_
<br />3Y (BOTTOM)
<br />OP
<br />445. -45
<br />OR
<br />LESS
<br />13-
<br />13'
<br />13•
<br />13'
<br />iJ"
<br />4W (BOTOW)
<br />13'
<br />13'
<br />13•
<br />IS•
<br />a 1/2•
<br />IW (TOP)
<br />13•
<br />Ir
<br />13•
<br />13•
<br />r
<br />LW (BOTTOM)
<br />6 1/2'
<br />6 1/2•
<br />6 1/2•
<br />6 1/2'
<br />6 1/2'
<br />(TOP)
<br />-
<br />-
<br />8 1/4•
<br />t2 1/2•
<br />6 1/4'
<br />SIN (W".•)
<br />>5'-0-
<br />4 I/2'
<br />4'
<br />8 1/2'
<br />6 1/2'
<br />-
<br />(TOP)
<br />,4-4.
<br />4 1/2'
<br />4 1/2'
<br />7•
<br />7'
<br />-
<br />3w MOTION)
<br />10 1/2•
<br />9 1/2-
<br />12•
<br />12•
<br />4'
<br />W (TOP)
<br />13•
<br />13•
<br />8 1/2
<br />4w (BOTTOM)
<br />• SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER ® IS
<br />USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE RATING
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 k 7
<br />APPLICABLE
<br />TO
<br />I k ANY
<br />OF THEM
<br />MAXIMUM
<br />lPANEL
<br />1
<br />(H_)
<br />TAPCON
<br />LAG SCREW
<br />PANELMATE
<br />FEMALE O
<br />PANELMATE
<br />PLUS
<br />W0W BUSHING
<br />13•
<br />13•
<br />tw (TOP)
<br />13,
<br />13•
<br />13•
<br />13•
<br />r
<br />IOU (WITC61)
<br />6 t/2•
<br />6 1/2-
<br />6 t/2-
<br />6 1/2•
<br />6 1/2'
<br />pw UQF)
<br />6 1/4'
<br />12 1/2"
<br />6 1/4'
<br />2w (BOr
<br />5'o"
<br />-_
<br />7•
<br />7 1/2•
<br />e"
<br />6_
<br />-
<br />DOE)
<br />LESS
<br />7 1/2-
<br />e'
<br />01OROu)
<br />13•
<br />13"
<br />13-
<br />_
<br />13-
<br />13,
<br />(top)
<br />445. -45
<br />TO
<br />.75--Is
<br />13"
<br />13'
<br />13-
<br />_
<br />13•
<br />13'
<br />4W (BOTTOM)
<br />13*
<br />13'
<br />13'
<br />11'
<br />10'
<br />1W
<br />.
<br />13'
<br />13-
<br />13•
<br />13•
<br />6 1/4•
<br />ITT (BOrTOY)
<br />6 1/2'
<br />6 1/2'
<br />6 1/2•
<br />4 1/2"
<br />6 1/2'
<br />2w (TOP)
<br />-
<br />-
<br />6 1/4'
<br />12 1/2"
<br />6 t/4•
<br />211 (BORE•)
<br />>5'-V
<br />4 1/2'
<br />5'
<br />7 I/2•
<br />7 1/Y
<br />-
<br />(LOP)
<br />7• v
<br />s•
<br />5 1/2-
<br />e•
<br />e•
<br />-
<br />3w wrroM)
<br />LT
<br />,Y
<br />7J'
<br />tJ"
<br />5 I/2'
<br />(LOP)
<br />13"
<br />13•
<br />13•
<br />Ir
<br />To'
<br />4w (BOTTOM)
<br />• SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS k MAX. PAPIEL LENGTHS WHEN SPACER ® IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />TAKE
<br />It A
<br />A.S.D. DESIGN LOAD
<br />MIUMIUN 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 />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE ffAkE ID OR PANEL MATE PLUS
<br />ANCHORS k W/ S HMHiwN, 1/2" O.C.
<br />INSTALLATION DETAILS
<br />INTO POURED CONCRETE
<br />FOR UFE SAFETY PANEL n
<br />OR CONCRETE BLOCK STRUCTURES
<br />I/4.0 TMCON_ OUSTING POURED
<br />ANCHOR • 9. D.C. - -OONCwm OR
<br />�'. CONCRETE BLACK
<br />1 REDUWED.
<br />i
<br />1/4'0 TAPCON oS7NG�POt1NED
<br />ANCHOR O 9, 0 C. M
<br />% CONCRETE BLOCK
<br />REQUIRED.
<br />2
<br />J/
<br />E.D-
<br />I
<br />I
<br />O
<br />N I
<br />N I
<br />Aw
<br />S 1
<br />I 1
<br />� ,MAN O4W 7Hn
<br />N I
<br />PANEL LENGTH
<br />(SEE ELtNATON
<br />ON SHEET 12)
<br />L/2
<br />EXISTING POURED_. E D 0
<br />CO
<br />NCRETE
<br />REOIBLOCK
<br />KNED.
<br />I
<br />I/4'0 PANEIANTE PLVS
<br />ANCHOR 4012 1/2' O.C. 0 REGULAR PANELS
<br />SEE SHEETS 15 R 16 FOR ANCHORS TYPE k BANGING FOR
<br />INSTALLATIONS 111,11 WOW FINE IUDOM
<br />IIIINRIN ANI>011 SPACINGS AND YMMM CODE OWANLY
<br />ARE NOICLIED ON THIS SCHEDUE FOR E.O. LESS TWIN
<br />NOrA= ON SCHEDULE REDUCE ANCHOR SPAONC By
<br />MLAIRYM SPM1D SHOWN ON SCHEDULE BY THE
<br />FOLLOWING FACTORS POI THE OPEINDIOM TO K
<br />REDUCED SACW OBTAINED USK FACTOR SHALL HOT K
<br />LESS TWIN MINIMUM 9VCM MRriT1D Foa EACH ANOW
<br />TYPE ON TE SCHEDULE.
<br />1/C•
<br />1/•'0
<br />$Memo ENE
<br />"wca
<br />FrT tk,E
<br />IHefYY A,OOR VIA= PU
<br />3
<br />3
<br />-wommurwK /M•Y• D.)
<br />3
<br />3
<br />se-41 AI w ON
<br />OII.4Y
<br />3
<br />3 1n
<br />NON( SK N I Ora)
<br />R1aroR
<br />ors -
<br />_ ,n.
<br />W,
<br />_
<br />i.o_
<br />ED.-
<br />.
<br />71
<br />I
<br />I
<br />I /• Mn. 1
<br />1 SEPANAKTIOti-
<br />TO CLASS. I __
<br />,/4•FmY
<br />u ea
<br />C � ft.i..
<br />NG
<br />I 1
<br />USSSO'II i
<br />�
<br />l
<br />I
<br />'L' MAX.
<br />a i
<br />4 6' PANEL LENGTH
<br />I 1
<br />(SEE ELEVATION
<br />ON SHEET 12)
<br />I 1
<br />IT i
<br />I
<br />^
<br />1
<br />0 /�l I
<br />I
<br />EXISTING POUIIED %�
<br />CONCRETE I
<br />CONCRETE BLOCK /
<br />REQUIRED.
<br />1
<br />PLUS
<br />AM
<br />(BEYOND) O
<br />ANCHOR (BEYOIO)
<br />ANCHOR
<br />NEL
<br />WALL MOUNTINGS
<br />SCALE 3/8-1-
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING a f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL() INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5)
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />(P.. T,)
<br />MAXIMUM ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW
<br />APPLICABLE
<br />TO SECTIONS
<br />k
<br />MAXIMUM
<br />PM41L
<br />L mm"
<br />(nCMOM
<br />MWL A.S.D.
<br />DESIGN
<br />PRESSURE
<br />(P,O,T,)
<br />MAXIMUM ANCHORS SPACING FOR MN ED. PER SCHEDULE BELOW
<br />AAPPLIC/'8E
<br />TO
<br />k
<br />MAXIMUM
<br />AREL
<br />PLENGTH
<br />(K)
<br />TALON
<br />50UD-SET
<br />PANEIANKTIE
<br />FED O
<br />I PANELMATE
<br />PL,�
<br />-MYUN
<br />CIW(-N
<br />TAPCON
<br />SOLID -SET
<br />` FEMALE m
<br />P �
<br />INMO-PWLH1
<br />CNx-IN
<br />m mmwwi
<br />allTo
<br />mom
<br />Ofmcum
<br />m
<br />m
<br />ro
<br />DOW
<br />OF THEM,)
<br />ro
<br />m
<br />m
<br />ro
<br />to
<br />ro
<br />Di THEM
<br />4a5, -43
<br />LESS
<br />IS'
<br />1J'
<br />17•
<br />13'
<br />Ir
<br />13'
<br />Ir
<br />13'
<br />•
<br />3
<br />tY
<br />, 3
<br />(ITp
<br />W.
<br />ME53
<br />445, -45
<br />To
<br />465, -IS
<br />13'
<br />13'
<br />7J'
<br />3
<br />J
<br />3
<br />r
<br />]
<br />r
<br />3
<br />,-
<br />J
<br />„ , / 2
<br />, (T00)
<br />Olt8'
<br />LESS
<br />Ir
<br />13'
<br />13'
<br />13'
<br />Ir
<br />13,
<br />Ir
<br />13'
<br />r13
<br />13•
<br />13•
<br />13•
<br />1 (BOTTOM)
<br />1r
<br />,3.13•
<br />13'
<br />13•
<br />13,
<br />13•
<br />13'
<br />13"
<br />13'
<br />1J-
<br />11 1/2
<br />t (BOTTOM)
<br />tr
<br />IS'
<br />13•
<br />13-
<br />IS•
<br />13-
<br />Is-
<br />tr
<br />13•
<br />13•
<br />13•
<br />2 (TOP)
<br />lY
<br />1r
<br />13-
<br />13•
<br />tr
<br />13•
<br />tr
<br />Ir
<br />,Y
<br />13'
<br />13.
<br />11 1/3
<br />2(TOPIr
<br />Is.
<br />,r
<br />13"
<br />I
<br />13•
<br />13•
<br />13•
<br />13-
<br />13•
<br />13'
<br />2 (BOTTOM)
<br />,3'
<br />13•
<br />111'
<br />13•
<br />1r
<br />13•
<br />tr
<br />U'
<br />Ir
<br />13•
<br />13'
<br />11 1/2
<br />2 (BOTTOM)
<br />1}•
<br />1S"
<br />,Y
<br />W-
<br />tY
<br />t3'
<br />13'
<br />13'
<br />13•
<br />3 (TOP)
<br />13•
<br />13,
<br />13'
<br />13'
<br />,3•
<br />13•
<br />13•
<br />13'
<br />1Y
<br />,3•
<br />13•
<br />11 1/2
<br />3 (TOP)
<br />12 1/
<br />12 1/2
<br />6 1/4•
<br />8 1/4'
<br />12 1/2
<br />12 1/2
<br />-
<br />6 1/4-
<br />6 1/4-
<br />3 (BOTTOM)
<br />-
<br />-
<br />2 t/2'12
<br />1/2
<br />6 1/4'
<br />6 1/4"
<br />2 1/2-12
<br />1/2
<br />-
<br />-
<br />6 1/4•
<br />6 1/4•
<br />3 (BOTTOM)
<br />e'
<br />6•
<br />r
<br />e•
<br />r
<br />e'
<br />r
<br />e'
<br />e'
<br />7 1/2'
<br />4 (TOP)
<br />8'
<br />5 1/2"
<br />S'
<br />W
<br />6'
<br />6 1/2'
<br />e'
<br />7 1/2'
<br />e'
<br />6'
<br />8•
<br />5•
<br />4 (TOP)
<br />6'
<br />-
<br />8'
<br />-
<br />6'
<br />-
<br />8'
<br />-
<br />6'
<br />_
<br />6•
<br />_
<br />(BOTTOM)
<br />6•
<br />13'
<br />_ -
<br />8•
<br />_
<br />6•
<br />_
<br />6•
<br />_
<br />_ 6•
<br />-
<br />6•
<br />-
<br />4 (BOTTOM)
<br />13'
<br />_--13•
<br />13' --
<br />13''
<br />t3'
<br />Ir
<br />13,
<br />IS•
<br />tr
<br />_
<br />'3'
<br />13"
<br />13'
<br />S (TOP)
<br />1]'
<br />13'
<br />,]'
<br />'r
<br />'r
<br />lY
<br />13'
<br />13'
<br />tY
<br />1S'
<br />11 I/2
<br />5 (TOP)
<br />,r
<br />13•
<br />13'
<br />13•
<br />Ir
<br />13•
<br />I-Y
<br />f3'
<br />13•
<br />t3•
<br />13•
<br />13,
<br />5 (BOTTOM)
<br />13'
<br />13,
<br />13•
<br />13•
<br />13'
<br />13•
<br />Ir
<br />13'
<br />IY
<br />13•
<br />I3'
<br />it 1/2
<br />5 (BOnOY)
<br />tr
<br />13•
<br />13-
<br />t3'
<br />13-
<br />13•
<br />Is-
<br />a (TOP)
<br />Ir_
<br />Ir
<br />13'
<br />Ir
<br />U'
<br />Ir
<br />,Y
<br />13'
<br />13•
<br />13'
<br />13•
<br />11 1/2
<br />6 (TOP)
<br />-
<br />5 1/4•
<br />5 1/4-
<br />6 1/4•
<br />6 ,/4-
<br />-
<br />-
<br />-
<br />-
<br />6 1/4-
<br />6 1/4-
<br />6 (YOTT.-)
<br />_
<br />-
<br />5 1/4•
<br />0 t/4•
<br />6 1/4'
<br />6 1/4•
<br />-
<br />-
<br />-
<br />6 1/4-
<br />6 1/••
<br />6 (wrr.••)
<br />1J'
<br />S'
<br />13'
<br />10 1/2
<br />13'
<br />7'13.
<br />7'
<br />7 1/2
<br />5 1/2
<br />13•
<br />4 1/2'
<br />1 (TOP)
<br />>5,-8•
<br />70
<br />14 -4'
<br />1
<br />t3•
<br />6•
<br />13'
<br />Ir
<br />13'
<br />8 1/2•
<br />lY
<br />6 1/2'
<br />0 I/2'
<br />6 1/2•
<br />13'
<br />5 I/Y
<br />t (TOP)
<br />>5'-8-
<br />M
<br />9-6-
<br />Ir
<br />7'
<br />13'
<br />13•
<br />Ir
<br />9 1/2
<br />13'
<br />9 112
<br />t0 1/2
<br />7 I/2
<br />IY
<br />6•
<br />1 (BORON)
<br />t3'
<br />7 t/Y
<br />13'
<br />13•
<br />13•
<br />,0•
<br />13.
<br />10'
<br />,1-
<br />6•
<br />13•
<br />6 1/2'
<br />1 (80TTOY)
<br />T3'
<br />r
<br />13•
<br />10 1/2
<br />13'
<br />7"
<br />13'
<br />r
<br />7 1/2
<br />5 1/2
<br />tY
<br />4 1/2'
<br />2 (TOP)
<br />13•
<br />6•
<br />13•
<br />13•
<br />13-
<br />8 1/2-
<br />IY
<br />6 VY
<br />9 1/2"
<br />6 1/2*
<br />13•
<br />5 I/2'
<br />2 (TOP)
<br />7-
<br />13•
<br />13•
<br />13•
<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 (BOTTOM)
<br />13•
<br />7 1/2'
<br />Is,
<br />13'
<br />Ir
<br />10`
<br />t3'
<br />10"
<br />IT-
<br />1 8•
<br />13'
<br />6 1/2'
<br />2 (BOTTOM)
<br />13'
<br />7'
<br />13'
<br />13'
<br />13'
<br />9 1/2
<br />13'
<br />0 1/2
<br />10 1/2
<br />7 1/2
<br />13•
<br />6 1/2-
<br />3 (TOP)
<br />I3•
<br />7 1/2"
<br />13'
<br />13•
<br />1Y
<br />70•
<br />13•
<br />le•
<br />11'
<br />8•
<br />13"
<br />6 1/2.
<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 />6 1/4'
<br />-
<br />-
<br />6 1/4•
<br />6 1/4.
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1/2.12
<br />1/2
<br />6 1/4'
<br />6 1/4'
<br />12 1/2
<br />f2 1/2
<br />-
<br />-
<br />6 1/4-
<br />6 1/4'
<br />3 (BOTTOM)
<br />5 1/2'
<br />7'
<br />3 1/2•
<br />8'
<br />4•
<br />4 1/2'
<br />3'
<br />6 1/2'
<br />3'
<br />4 (TOP)
<br />7 1/2-
<br />3-
<br />8'
<br />6'
<br />71
<br />4•
<br />e•
<br />4•
<br />4 1/2-
<br />3 1/2•
<br />6 1/2•
<br />3-
<br />4 (TOP)
<br />a*
<br />8'
<br />e'
<br />5 /,2"
<br />--
<br />7 t/2'
<br />4 (BD7To1H)
<br />I
<br />If.e'
<br />e'
<br />5 ,/Y
<br />7 1/Y
<br />4 (BOTTOM)
<br />13.
<br />7•
<br />13"
<br />13•
<br />13•
<br />9 7/2'
<br />13'
<br />9 1/2"
<br />10 1/2-
<br />7 1/2•
<br />t7•
<br />6'
<br />(TOP)
<br />Ir
<br />8 1/2'
<br />13'
<br />13•
<br />13'
<br />,0•
<br />,r
<br />to'
<br />if'
<br />8'
<br />13'
<br />13'
<br />13'
<br />9 1/2'
<br />13'
<br />9 1/2'
<br />10 1/1
<br />7 1/2'
<br />13'
<br />8 1'2'
<br />S IBDTTOM)
<br />13•
<br />8 1,2•
<br />13•
<br />13'
<br />13•
<br />10•
<br />IY
<br />10•
<br />11-
<br />6'
<br />i3'
<br />S'
<br />1]'
<br />1D 1/2
<br />1J'
<br />r
<br />»•
<br />T
<br />7 1/2'
<br />S 1/2'
<br />,J'
<br />4 i/2'
<br />8 (TOP)
<br />13'
<br />e•
<br />,S"
<br />13"
<br />13'
<br />6 I/2'
<br />13'
<br />a t/Y
<br />9 1/Y
<br />6 t/Y
<br />1J•
<br />5 ,/2'
<br />6 (TOP)
<br />6 1/4-
<br />5 1/4'
<br />6 1/4'
<br />6 1/4'
<br />a t/4'
<br />6 7/1'
<br />6 (BOTH.^)
<br />6 1/4•
<br />9 1/4•
<br />6,/4'
<br />a t/4'
<br />-
<br />6 1/4'
<br />a t/{'
<br />6 (BIOTIC«)
<br />SEE BMW I IN ANOIONS TYPE k SPACING FOR INTIANLATONS 11110 MM FTWE ILKOPI05
<br />• LI6OMM ANCHOR SPACINGS AND seem EDGE owANZ AN: NDMArm ok,MS SCHEDULE FOR ED
<br />LESS INN 409:4ED ON SOEDUt REDUCE ANCHOR SACM N ,AATtPLYW SPACM SHOW ON
<br />SCHEOLRE BY THE FOUAWM FMTOW FOR INS OPERITON TO K MSML REDUCED SPACING
<br />OB(M4D LOW FAUN SMALL NOT BE LIS TWA WORM SPACING INDICATED TON EACH ANCHOR T1W
<br />ON THIS SCHEDULE
<br />A1ICNOR TYPE
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<br />tp••
<br />tp•.
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<br />P'w0 B
<br />MINIMUM AINC QR SPACING (h)
<br />]
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<br />3
<br />3
<br />2 ,n'
<br />2 ,/2
<br />INPTNIIF2 (Cal Bm1
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<br />3 ,/2'
<br />3 1n•
<br />1 3 1n
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<br />FACTOR
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<br />n0oT
<br />aft
<br />3 17
<br />" SPACINGS ONLY VALD NRfEP1 fS USED. SEE WE /1 FOR MAX. A.S.D.
<br />LirNfi'T1S
<br />DESIGN LOADS k MAX. PANEL LENCiiHS WHEN SPACER @Aj) IS USED.
<br />USLAI A
<br />A". DESIGN LAND
<br />MAXIMUM UM PANEL
<br />LEM=
<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 />A MAX. PANEL LENGTHS ARE ON VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS k W/ SPACER AT 12 1/2- O.C.
<br />FLORIDA BUILDING CODE (Non I
<br />- _.. _--..-.. .... ANCHORS (SEE SECTIONS k ALTERNATIVES ON SHEETS 13. 14. 15 k18) -.
<br />Y MAX. R-1A/13, R-2A/13, R-3A/14, it-10/13. R-28/13, R-30/14. 31 MAX.
<br />I
<br />R-1AW/15• R-2AW/13, R-3AW/16. R-1BW/15. R-28W/15, R-3BW/16. �
<br />M„'
<br />D.j).
<br />OHO
<br />O O O O O O 0
<br />I
<br />1 � 1 I T I I I -7 1
<br />I' t
<br />1 I j j L/2
<br />1/4'0-20.1' S.S. BOLTS W,�j111 : t•
<br />(USE FOR PANEL LENGTH MAX,
<br />1 OVER V-67 : PANEL LENGTH
<br />.REGULAR STORM PANEL , REGULM I. PANEL O 440.0. -40.0 "J
<br />OVEWLAP MD PANEL LENGTH YOU)
<br />l
<br />_
<br />- - 7 • -54.0 LIFE SAFETY FORM PANEL 1
<br />(W/O OVERLAP MID PANEL LENGTHBOLT)
<br />A- - - MSC 2INN. PANEL LENGTH 1/4'0-20.1' : "1� ____ __ ____ ________ AT MOUNTINGS___ ... - _ _ AT ALLMOUNTINGS
<br />-
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<br />Or ® WING NUT AT WING NUT AT
<br />MBIOR
<br />LE ---
<br />J• MAX. LEFT PANEL - OlY� -RICH PANEL J• WILE t INSTALLATIONS ONLY VALID FOR WIND
<br />r MN. R-W13, R-2A/13, R-3A/14, R-18/13, R-29/13. R-30/14, r NNE, SPEED UP TO 170 ,n.p.h.
<br />R-MAW/15, R-2AW/15. R-3AW/16. R-18W/15• R-201111/15• R-3901/16.
<br />_.ANCHORS (SEE SECTIONS k ALTERNATIVES ON SHEETS 13, 14. 15 R16)...
<br />1/4• MAX. GA
<br />(t)
<br />LIFE SAFETY STORM PANEL n ELEVATIONREGULAR
<br />2.581.
<br />(LIMN OVEMAP T64E WSLEYj SCALE 1/4'.,' OREGUL AR
<br />STORM PANEL STORM PANEL -
<br />Hu„ti
<br />1/4 7r ......MAIL
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<br />__
<br />__________.___.. __ ___:_______._=-_-.a ..ce------ ..___e__
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<br />LIFE SAFETYPANEL i'o' . 5 FLORIDA BUILDING CODE Non High Vaimity Nu cam Zone
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<br />N cN --_-- 1L EI C O EKE. GLOBAL PROTECTION PRODUCTS, LLC. 6T/DD E..O1e
<br />_
<br />SECTION A -A �/ CNlANR )1m1 s.M. 31 9TWw
<br />oAW_ n. 33314 20-175
<br />SCALE 1/4--1• / n,.. p.y A,-,m. � (HMI m-+O, ANON: (WNW-7814 FN. (65.%5M-B297
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<br />INSTALLATION DETAILS
<br />INTO
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<br />WOOD HEADER -_._ , I,I WOW HEADER
<br />TfiO1JIRE0 I REWIRED
<br />FOR LiFE SAFETY
<br />WOOD STRUCTURES
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<br />/ •� �'
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<br />_.1 - PANEL LENGTH
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<br />I PANEL LENGTH
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<br />-1J4'1
<br />. MCHOR O Q• GC. NCHOR • 9' O.C.
<br />STAGGERED W/ STUD l STAGGERED w/ STUD
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<br />REWIRED
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<br />ANCHOR O 9. OC.
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<br />O REGULAR PANELS
<br />ALTERNATIVE R-18W
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<br />WALL MOUNTINGS
<br />SCALE 3/8-1'
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<br />-
<br />WALL MOUNTINGS
<br />SCALE 3/8-1-
<br />DENS ' Wk
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<br />tffiIES
<br />1. INSTALLATION ARE ONLY VALID FOR AS.D. DESIGN
<br />PRESSURE LION ON (H ET AND PANEL LENGTHS AS
<br />PER ELEVATION ON SHEET 12.
<br />BUILDING CODE Non NI h Velocity NurHDone Zone),
<br />mm
<br />0.44167 tn1E00 24 CAGE GALVANZED STEEL STORY PANEL y'Q
<br />_ * • _
<br />* L STATED IL E C O EKE. GLOBAL PROTECTION PRODUCTS, LLC. 5""'2m
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<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC
<br />/
<br />9'• F tc
<br />�' O,t: •. LORIO •,•�.thJ
<br />k agIPAHY
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<br />DENSITY OF 0.55 OR EQUAL
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<br />SCHEDULE FOR REGULAR STORM PANELn, INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5)
<br />MAX. A5.D.
<br />DESIGN
<br />PRESSURE
<br />(P-.1
<br />MAXIMUM ANCHORS SPICING FOR MN E.D. PER SCIEOIAE BELOW
<br />APPLICABLE
<br />TO SECTIONS
<br />I
<br />k ANY
<br />MAOAkkJ
<br />PANEL
<br />LENGTH
<br />(R•)
<br />MAX. A.S.O.
<br />DESIGN
<br />PRESSURE
<br />((aT•�
<br />MAXIMUM ANCHORS SPACING FOR MN EA PER SCHEDULE BELOW III
<br />APPLICABLE
<br />TO
<br />k
<br />MAXIMUM I
<br />PAREI.
<br />LE,NGiH
<br />(k)
<br />TAPCON
<br />I SOUR -SET
<br />PANELMATE
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<br />I PA1 IOLIAN
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<br />ZMLAC-MJLN
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<br />>465. -65
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<br />,75E q5
<br />11'
<br />13'
<br />13'
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<br />13'
<br />13'
<br />13'
<br />12'
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<br />13'
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<br />i]'
<br />1]'
<br />13'
<br />13'
<br />1]•
<br />13'
<br />12'
<br />13'
<br />10'
<br />1 (BOTTOM)
<br />13'
<br />1
<br />6 /2
<br />17'
<br />1 3
<br />tY
<br />9'
<br />t3'
<br />9'
<br />10•
<br />7 1 2'
<br />/
<br />1J•
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<br />1 BOTTOM
<br />(BOTTOM)
<br />13-
<br />Vl-
<br />Ir
<br />13'
<br />Ir
<br />13,
<br />13"
<br />13,
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<br />12•
<br />13'
<br />10•
<br />2 (TOP)
<br />Ir
<br />5-
<br />Ir
<br />10 1/2
<br />13'
<br />6 1/2•
<br />,Y
<br />6 1/2•
<br />7 1/2•
<br />5 1/2'
<br />q'
<br />4 1/2.
<br />2 (COP)
<br />13,
<br />II'
<br />13•
<br />1Y
<br />13•
<br />13-
<br />i3-
<br />13•
<br />13-
<br />12•
<br />13-
<br />10•
<br />2 (BORON)
<br />Ir
<br />Y
<br />13'
<br />Is-
<br />Ir
<br />9 1/2'
<br />13'
<br />9 1/2•
<br />t0 t/2'
<br />7 1/2•
<br />1J'
<br />6 7/2'
<br />2 (BOTTOM)
<br />13'
<br />11•
<br />Ir
<br />13•
<br />,r
<br />tJ•
<br />,r
<br />Ir
<br />,r
<br />12'
<br />Ir
<br />to'
<br />3 (TOP)
<br />lr
<br />T
<br />13•
<br />Ir
<br />13-
<br />9 ,/2"
<br />13'
<br />9 I/2•
<br />tO 1/2'
<br />7 1/2'
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<br />p•
<br />3 (TOP)
<br />-
<br />12 1/2.12
<br />1/2
<br />6 1/4•
<br />6 1/4-
<br />12 17P
<br />ix ,/2
<br />-
<br />-
<br />6 1/4'
<br />6 1/4-
<br />3 (BOTTOM)
<br />-
<br />-
<br />2 1/2'12
<br />1/2
<br />5 1/4.
<br />6 1/4'
<br />2 1/2-
<br />6 1/IV
<br />-
<br />-
<br />6 1/4.
<br />6 1/4-
<br />3 (BOTTOM)
<br />0'
<br />S•
<br />e'
<br />6'
<br />6'
<br />6'
<br />e•
<br />6 i/x"
<br />7'
<br />S'
<br />6'
<br />4 I/2'
<br />4 (TOP)
<br />7'
<br />3'
<br />8•
<br />5 1/2,
<br />7'
<br />3 1/2•
<br />e'
<br />4'
<br />4 1/2'
<br />Y
<br />6 1/2-
<br />2 1/2'
<br />4 (TOP)
<br />e
<br />-13'
<br />-
<br />e'
<br />e'
<br />-
<br />6'
<br />6'
<br />B"
<br />-
<br />e•
<br />_
<br />4 (BOTTOM)
<br />e
<br />13•
<br />-
<br />6_1/2'
<br />6 1/2•
<br />-
<br />e'
<br />-
<br />If.
<br />-
<br />s V2•
<br />-
<br />Y
<br />-
<br />(BOTTOM)
<br />,t'
<br />Ir
<br />1S'
<br />IS-
<br />13•
<br />13•
<br />13-
<br />12-
<br />13•
<br />TO-
<br />5 (TOP)
<br />+3-
<br />13'
<br />IJ•
<br />9'
<br />13•
<br />9'
<br />To'
<br />7 1/2'
<br />13'
<br />6'
<br />5 (TCP)
<br />13'
<br />11'
<br />_
<br />13•
<br />_1]•
<br />13•-
<br />13'
<br />73'
<br />13•
<br />lY
<br />tr
<br />tY
<br />fY
<br />to"
<br />(80TTOM)
<br />it
<br />7•
<br />13•
<br />Ir
<br />13'
<br />9 1/Y
<br />13'
<br />9 1/2'
<br />10 I/2
<br />7 1/2•
<br />Ir
<br />e'
<br />5 (BOTTOM)
<br />13-
<br />11•
<br />17-
<br />13'
<br />13•
<br />13'
<br />13'
<br />IJ•
<br />13'
<br />12'
<br />13•
<br />10•
<br />a (TOP)
<br />13•
<br />.- S.
<br />,3-
<br />10 trl
<br />13•
<br />a in•
<br />u•
<br />a in•
<br />7 1/2'
<br />s 1/2•
<br />_13•
<br />4 I/Y
<br />a tiDP)
<br />_
<br />_
<br />6 1/4'
<br />6 1/1'
<br />a I/4'
<br />6 1/1'
<br />_
<br />_
<br />_
<br />_
<br />6 1/4•
<br />6 1/4'
<br />p (80TT«)
<br />_
<br />_
<br />_
<br />6 1/4•
<br />6 1/4'
<br />6 1/4•
<br />6 t/.•
<br />6 1/4'
<br />a 1/4'
<br />-
<br />-
<br />e t/I'
<br />6 1/4'
<br />6 (BOTT.••)
<br />13'
<br />7 ,/2'
<br />1J'
<br />13'
<br />i]•
<br />10'
<br />Ir
<br />IO'
<br />1t'
<br />e'
<br />13'
<br />0 1/2'
<br />1 )
<br />>5,-8"
<br />To
<br />e-o•
<br />13"
<br />s•
<br />,J'
<br />10 1/2
<br />Ir
<br />6 1/2•
<br />7]•
<br />B t/Y
<br />7 1/2'
<br />S 1/2'
<br />1Y
<br />a ,/Y
<br />i (TOP)
<br />>S-6'
<br />TO
<br />T-5•
<br />13-
<br />7 1/2•
<br />13•
<br />,3•
<br />13•
<br />10 1/2
<br />13•
<br />10 1/2
<br />I, 1/2'
<br />6'
<br />13'
<br />Y
<br />I (BOTTOM)
<br />Ir
<br />5 1/2'
<br />13•
<br />13'
<br />W
<br />9•
<br />IY
<br />9•
<br />10'
<br />7 1/2'
<br />Ir
<br />G.
<br />1 (BOTTOM)
<br />13'
<br />7 1/2'
<br />13'
<br />13•
<br />13•
<br />TO-
<br />13,
<br />TO'
<br />11'
<br />6'
<br />13"
<br />6 1/2'
<br />2 (YOP)
<br />t]'
<br />S•
<br />I]'
<br />10 1/2
<br />13'
<br />0 1/2'
<br />Ir
<br />6 1/2•
<br />7 1/2•
<br />5 1/2'
<br />+Y
<br />4 1/2'
<br />2 (TOP)
<br />13'
<br />7 1/2'
<br />13•
<br />13•
<br />13'
<br />/0 1/2
<br />13'
<br />10 1/2
<br />11 1/2'
<br />6'
<br />13'
<br />7•
<br />2 (BOTTOM)
<br />/]'
<br />Y
<br />13•
<br />13'
<br />13"
<br />9 1/2'
<br />tr
<br />9 1/2'
<br />10 1/2'
<br />7 I/2•
<br />Ir
<br />6 1/2'
<br />12 (BOTTOM)
<br />13'
<br />7 1/2'
<br />I]'
<br />IT
<br />1J'
<br />,0 1/2
<br />Ir
<br />10 1/x
<br />,1 1/2
<br />e'
<br />13"
<br />7•
<br />3 (TOP)
<br />13'
<br />7'
<br />13'
<br />13'
<br />tr
<br />9 ,/2•
<br />1J"
<br />9 i/2'
<br />10 t/7.
<br />7 t/2•
<br />13'
<br />6'
<br />7 (TOP)
<br />12 1/2
<br />12 1/2
<br />6 1/4.
<br />8 1/4'
<br />12 1/2'
<br />6 1/4"
<br />-
<br />-
<br />6 1/4•
<br />6 1/4'
<br />3 (BOTTOM)
<br />-
<br />-
<br />2 ,/2-
<br />12 1/2
<br />6 1/4•
<br />0 1/4.
<br />12 1/2'
<br />6 1/4'
<br />-
<br />-
<br />6 1/4'
<br />6 1/4.
<br />3 (BOTTOM)
<br />7 1/2-
<br />3 1/2-
<br />8•
<br />6-
<br />7 1/2•
<br />4•
<br />e•
<br />4 1/2•
<br />5-
<br />3 1/2•
<br />7'
<br />3•
<br />4 (TOP)
<br />7•
<br />3'
<br />C
<br />5 1/2'
<br />7•
<br />3 1/2"
<br />e-
<br />4•
<br />4 1/2•
<br />3-
<br />6 1/2-
<br />12 1/2'
<br />4 (TOP)
<br />e
<br />-
<br />e
<br />-
<br />e
<br />-
<br />. Mariam)
<br />6'
<br />-
<br />6 I/Y
<br />-
<br />B.
<br />-
<br />6•
<br />-
<br />5 1/2'
<br />-
<br />(BOTTOM)
<br />Ir
<br />7 1/2•
<br />13'
<br />ur
<br />13'
<br />10 1/2
<br />13'
<br />10 1/2
<br />11 t/2
<br />8'
<br />13'
<br />r
<br />5 (TOP)
<br />13'
<br />11/2'
<br />13'
<br />il'
<br />13'
<br />9'
<br />lJ'
<br />9'
<br />10'
<br />7 VY�1�35
<br />crop)
<br />13•
<br />7 t/Y
<br />13'
<br />iJ'
<br />1J'
<br />10 1/2
<br />13'
<br />/0 t/2
<br />t, t/2
<br />p'
<br />I]•
<br />7•
<br />5 (BOROAI)
<br />13•
<br />Y
<br />13'
<br />13'
<br />f7'
<br />9 t/2'
<br />1Y
<br />9 1/2'
<br />10 ,/2'
<br />7 1/2-S
<br />(eortGM)
<br />13•
<br />7 1/2'
<br />13'
<br />13'
<br />i3'
<br />10 1/2
<br />73'
<br />/0 t/2
<br />11 1/
<br />6'
<br />13'
<br />Y
<br />e (TOP)
<br />lY
<br />5'
<br />13'
<br />1T
<br />6 1/Y
<br />iJ'
<br />8 1/2•
<br />7 1/2'
<br />S 1/2'
<br />6 (TOP)
<br />1/•'
<br />6 1/4'
<br />6 1 •'
<br />6 t/4'
<br />6 1 4'
<br />0 1/a'
<br />6 (80TT.••)
<br />5 1/a'
<br />0 t/4'
<br />6,/•'
<br />B 1/a'
<br />6
<br />6 (EDIT.••)
<br />SEE SHEET I I RA A CHIM TYPE • SYfAD IDR INSTALLATIONS INTO WOOD MINE ILRaMML
<br />• MNINM ANCHOR SPK63GS AND MNMM OW D6TANi AK INDICATED ON THE Sd1mIAL FOR E0
<br />LB{ YAft ROWO ON SOMEDULE REDUCE ANCHOR SACM We MATwRYW SNOW SOWN ON
<br />•3OEOAE W, THE TOUDWI o FACTORS rm TUS O'EPLAION TO WE P0630UE, R[ SPNCMG
<br />OBEK® USING FACTOR SOUL NOT K LESS TAWN HARM SPACING RdCATD FOR EACH ANCHOR TIME
<br />ON THE S]EDIAE
<br />IVRIQR 179E
<br />-I1MtA8 ..
<br />SaLPKf
<br />- S IIY TO
<br />NKIYRn
<br />RHYOyMSN
<br />OYII-N -
<br />MINIMUM ANCHOR SPACING (la)
<br />3
<br />3
<br />3
<br />3
<br />2 ,/Y
<br />2 ,/2
<br />II6MMIle 608E (M)
<br />]
<br />] yr
<br />r
<br />3
<br />3 ,n•
<br />3
<br />1113TM10 w•oJ mO!=Fsmt
<br />3
<br />3tlr
<br />3'Ir
<br />3,12
<br />3,n•
<br />ALTIMI. ®G dIOWR't E.D.
<br />FACTOR
<br />-jr
<br />D.M
<br />_
<br />_ -R5]5_
<br />,.W
<br />•• SPACR4S ONLY VALID WPIEN SPACER IS USED. SEE T/�BIE 11 FOR MAX. A.&D.
<br />DESIGN LOADS k MAX. PANEL WHEN SPACERSUSED.
<br />A.S.D. DESIGN UDAD
<br />IM1016�TH PANE1.
<br />LENG
<br />40 PSF OR LESS
<br />W-8'
<br />> 40 PSF TO 50 PSF
<br />W-2-
<br />> 50 PSF TO 60 PSF
<br />5'-10'
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ SOUD SET ANCHORS k W/ 0 SPACER AT 12 1/2. O.C.
<br />INSTALLATION DETAILS FOR UFE SAFETY PANEL in
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4.0 TAPCON -__ XE EPo{MED 1/4-0 TAPCOEL._ _._ XISTING POURED 1/4.0 TAPCON . -. p(151Y3G POURED 1/4.0 TAPCp1 _ QOSfMIG POLAIVD
<br />ANCHOR O 9' O.C. CONL OR ANCHOR O 9. O.C. CONCRETE OR ANCHOR O 9' O.0 CONCRETE OR ANCHOR O 9 OC. �NCRE'TE OR
<br />CONCRETE BLOCK CONCRETE BLOCK �. CONCRETE BLOCK .. CONCRETE BLOCK
<br />/i REWIRED. REOUNED. / REOUIRED.
<br />1/4'( /(,/1. (...410
<br />1/4' F 1/2' 1/4Ali. IT
<br />t
<br />II 1 O I
<br />EKSTNDJI (.- __ 1. eaLn M . GLASS LL
<br />GLASSN a
<br />1 i a� I
<br />n I
<br />if
<br />IT L I
<br />n I M L.
<br />Nm.
<br />II 1 PANEL LENGTH19 p
<br />_ _ _
<br />- (SEE ELEVATION p
<br />u -..., .^y.,.n.' .. I 1 ON SHEET 12) 1
<br />RCOlMEO.
<br />J
<br />E.D*
<br />1
<br />I
<br />I
<br />If
<br />ON- ! If
<br />A (. _ -EELS 61X.15 • E7O5TVr!( /, V r . , AEA G1A35 -'-Nt
<br />II
<br />MAX. n
<br />PANEL LENGTH
<br />- I 6• (SEE ELEVATION yNN-..-VA-
<br />I ON SHEET 12)
<br />I .. - 1 II--SEpARAY10N
<br />_ ! If TO CLASS.
<br />IT -. _.l 6
<br />1 6.
<br />ED• j / I �1 ED.• /i I �l
<br />!�- 1 •III/! /' �� I •IIVlK
<br />1 ) 1 BSI I
<br />1/4'0 TAPCON '_ 1/4.0 TAPCON
<br />ANCHOR O 9' O.C. ANCHOR • 9. O.C.
<br />EKISTRK. POURED CONCRETE OR EXISTING POURED CONCRETE OR
<br />._ CONCRETE BLOCK REOUIREO, ..))-LNNONCRRRE��TEggBLOCK REQUIRED.
<br />O EGU�ELS O LJ%%%"PANEL
<br />WALL MOUNTINGS
<br />SCALE 3/8-1•
<br />SEE SHEETS Ia t /6 FOR ANCHORS
<br />AIIOI011 TYF[
<br />,,..
<br />TYPE k SPA FOR NSTAW7ORS R7f0
<br />wL�
<br />AME OU
<br />,MOOD RIME 91INDLLN0B
<br />MIHINM ANCHOR LPACNGS AND 4INIRM
<br />MINIMUM. NDOR 7Wam 0.)
<br />3
<br />,�W,r, oN.•I, P•J
<br />•RNTAIRIW
<br />l
<br />AREnDSA7ED ON TIE
<br />SCH ULLDISIANCE
<br />WOOED
<br />FOR E.O. LESS ANCHOR
<br />ON SCHEDULE REDVCE A1IC/MDR S/•IILIwID
<br />ON SCHEDULE
<br />of • Y•W 00
<br />3
<br />BY MULTIPLYING SPACING SHOWN ON
<br />SC14MME 9Y M FOLLOWM FACTORS
<br />Amm OK mwm OW
<br />�
<br />,n'
<br />a3I
<br />FOR THE OPERATION TO K POSSIBLE.
<br />REDUCED SPACING OBTAINED USN0
<br />FACTOR SHALL Nm K LESS THAN
<br />-.... - - 3 +n• _
<br />oWi
<br />ANCHOR SPACTYPE O ROS'A7ED FOR EACH
<br />MOOR TYPE ON THIS 9CHEOULE
<br />Y -
<br />-._ - - _ _
<br />..
<br />likes
<br />3 t
<br />_
<br />O
<br />140-
<br />,ALL
<br />r
<br />I 1' M
<br />PANEL U
<br />(SEE ELE
<br />ON SHEE
<br />O
<br />OL/2
<br />3
<br />KA13 •
<br />1• MAX.
<br />6' PANEL LENGTH
<br />(SEE ELEVATION
<br />ON SHEET 12)
<br />1
<br />8'
<br />E.D.• // % I ED.• // 1
<br />+ EON 1. ! 1 EQ
<br />EQ i / 3aaSnHc• NS EO j - WIN; N.s,
<br />e 12 ,/!' O.C. • 12 2.
<br />- I/4.4 TAPCON _ 1/4.0 TAPCON
<br />ANCHOR 0 9' O.C. ANCHOR O S' O.C.
<br />COSTING POURED CONCRETE OR EXISTING POURED CONCRETE OR
<br />CONCRETE BLACK REQUIRED. -CONCRETE BLOCK REQUIRED.
<br />L00
<br />O S,S,FSrI1ON R-2B
<br />PANELS O LIFE SAFETY PANEL
<br />WALL MOUNTINGS
<br />IIIIININ,�_ $GALE J/6-1•
<br />FLORIDA BUILDING CODE (Non Niah Velocitv Nurrieane
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL
<br />INTO WOOD STRUCTURES
<br />'i ROOD HEADER, RwOppppp HEADER
<br />._. $GLARED
<br />1 OUIRED
<br />/
<br />II
<br />/ �4Y TAPCON 1 4'0 TAPCON
<br />`
<br />I ANCHIOR a 9• o.a • e• D.C.
<br />) r
<br />.. t/2• 1/4• 1/Y 1/4.
<br />MAX-- MAX. - --- _1
<br />1 2•
<br />' ken I W. I
<br />'
<br />1 1
<br />Oiaa,
<br />u. IO14
<br />DoSTINj,j 1 1/4'P-3h,' 1_ `: l
<br />GLASS I RD
<br />w LIVE ION IwL c
<br />SST
<br />IT 1 IDIOM 0.O, 7•-V) A 1 ,
<br />II 1 tl I L* MAX.
<br />6. PANEL LENGTH
<br />PANEL LENGTH
<br />1 1 t ( ELEVATION LL 1 (SEE ELEVATION
<br />ON SHEET 12)
<br />_ - _ _ -
<br />.T ON SNEET 12)
<br />8 -
<br />0
<br />If
<br />TD wAss. 10 I O
<br />e /DI - SEPAMTON
<br />n n 0 GLASS. I
<br />6.
<br />I L/2 ��-i-I,
<br />EQ. / •avr E0. '. j •IIvr oc I
<br />1
<br />EO w I! .._-_! _.I EO -
<br />( � L
<br />I I
<br />1-K4 WOOD 26.4- WOOD
<br />PLATE : j PLATE
<br />REQUIRED _ 1/4.0 PANELMATE PLUS REQUIRED 1/4'0 PANEL -PLUS
<br />--ANCHOR
<br />O 12 1/2. O.C. ANCHOR O 12 1/2. O.C.
<br />ALTERNATIVE R-3AW -
<br />O REGULAR PANELS
<br />WALL L6�R��6muPS HIIIIINIIA
<br />SCALE 3/8-1*
<br />• 41667 �= FLORIDA BUILDING CODE (Non High VelocityNu can* Zone
<br />lrl4�: i * ; * 01070 nTma INC, rA'
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />I. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. _ ..Op STATE OF i�� _ mwV M NM
<br />DESIGN PRESSURE RATINGS (p.e.f) AND PANEL �%' "O'• Al r -" - WM/ M
<br />IL ECO GLOBAL PROTECTION PRODUCTS, LLC.
<br />LENGTHS AS PER ELEVATION ON SHEET 12 3,a N - INC MA:
<br />NI'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ` /,0NAL F• (✓-I.. Lv M ,� ,,,, ,.� � p� we. n. M,.
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC Ma1NnwNUNM` / ( N`.: (NR�my-+,MI r-: PM) m-w+ naNc (W)eN- . rAc (W)w-em 20-175
<br />DENSITY OF 0.55 OR EOIAL a�Hxne7,6 w Ofte" -
<br />Pt. 9EAL/wGNnUIF/pAIE f•LTER A TXllf M +T-,A
<br />, ,Im u a n
<br />a�
<br />a)
<br />c
<br />f
<br />_
<br />Q
<br />(D
<br />U
<br />4)
<br />CZ
<br />O
<br />C
<br />.�
<br />Cu
<br />C
<br />-0
<br />RCn
<br />CV
<br />O
<br />-
<br />O
<br />O
<br />O
<br />^^''
<br />W
<br />�a0
<br />O
<br />-v
<br />LL-
<br />-Cu
<br />O
<br />•Cn
<br />f )
<br />/♦}�JA
<br />/1�1
<br />-0
<br />._
<br />U)
<br />Q
<br />E
<br />Z
<br />Z
<br />w
<br />J
<br />OO
<br />, u
<br />J
<br />�
<br />L1J
<br />i f
<br />f=
<br />CG
<br />.0
<br />ku
<br />J w
<br />0 O
<br />�
<br />;
<br />U70
<br />>
<br />0 ui
<br />Cn}a
<br />ICU
<br />O
<br />}d
<br />c
<br />0
<br />U
<br />LLu
<br />G
<br />Z
<br />Z
<br />Q
<br />J
<br />d.
<br />SHEET NO.
<br />SH 1.4.
<br />
|