|
END C=URES DETAILS, FOR IN51ALLATIQN IN
<br />CONCRETE LOCK OR WOOD STRUCTURES: YAUQ FOR REGULAR, LIFE
<br />SAFETY & E—Z BANG STORM PANEL SYSTEMS
<br />I
<br />i._--.
<br />��],
<br />r aOr+cYIEtE
<br />! aLDG wR
<br />VARdf5 I I iR;' WOOD F/MAE r x 3• R ASS' 3105
<br />W. H-74«W3
<br />& AEOLAR" pabx ALLO4` 0M71-M44LL \
<br />4R7R1-i 4v ■ 1 4 s
<br />,,,.,_,2 1112':_ Tr N t t21 oc, ,_.
<br />,.
<br />POURED CanpffTE, LaNUeET.
<br />S1OC% OA 2"R$ WOW FNAYE 1 POURED I I 1J4v x t 3/4- TAPOCN
<br />REWJRW ANCHOR t 12"
<br />i
<br />(#
<br />2S4" 100p oVAE - S7' DR���y{7
<br />RENUIRW
<br />N7 P44f1: .. t 1 Y4 P. f 3/f' _ I •.•� 1 _. - w 1
<br />A®Wn A
<br />f N IERtIAi£ to LDCATION
<br />,t 13'O,F _ I 2''sTRLfpS'70
<br />VNICIVi2• I CONTI
<br />MtiW.6A1MtE�'op
<br />RI 1 N a60
<br />3. .....__.. _ POIXkO GONDiE1E
<br />rr�.m ky S.ONA'31L7f.
<br />3 OD- 164 SLATE
<br />ss _...t
<br />Y' % 4" % Car r t-ice ifTAt Ad1N. 4iNf PLATE s. Alarm �1' 2'x4' YA100 FRMAE
<br />310p-N14 Car 1 _.j SP13'±,7 .. '' ? AEOIAREa
<br />2 , 2 �.. I .• 1
<br />/
<br />baba-T6 AL301' L`1 .. .- 2 -7/4r
<br />CONR I t
<br />AllM. ANGLE 4
<br />1
<br />. Nos.
<br />M,u C;P
<br />I i 6p1T_ t! 4 4" r R f 0 i2' 0.77- 3ta6-NO
<br />x E3-T6 ALLl9r
<br />A
<br />N/AM'diNUN t1At At-ANGLCLE
<br />ME A (PLAN) C E_ B PLAN) A C N) CASE D (PLAN)
<br />( � (-1'
<br />SCALE 14"'<1" 4"-}' . 4"".
<br />/ SCALE 1J SY'Atf tJ4' 1' SCALE 1 f � 1"
<br />V T OR C"__lN
<br />I OP 1"1W PANF31NTE
<br />OR W C�RftE RAGS r W .- AT �i't:YsiE W Attp
<br />E
<br />ASIDE B F W IN f SCHEDULE
<br />f 3X CONCRETE
<br />ONC E ISO 214' Y70a4 ` SIDES +K A ENEIC SCEMRE C%t SIEtTt E,
<br />_ LRN. PINNEi. CONCR€1'E <e:0d1( w VARES }
<br />( fNMA R40110 ' AB APPt1UaiE I I
<br />: s t
<br />WRAP m Y'R4• N� I$LILFE S MmL K`S
<br />CONCRM
<br />OPENING DTFH) 1
<br />CON OR 214` tYm FRWE
<br />p[OLR1Ea .. _ i '3rC a4mx,
<br />i �' ,'`t 'v'p' i"' '-'f 7 lEENi ^MJ PRaNt k
<br />VARIES I _
<br />Y IAPL I WILL (HEAR CND ANT EPANEL)
<br />% • &Q.,DISIANCE
<br />o I (TmJ
<br />t
<br />` .s.. s..
<br />CASE G (PLAN)
<br />A• %�,,L%r. SCAB
<br />a RtrLP
<br />fur r v os. ON '. ,�9 y VALID FOR DIRECT MOUNT INSTALLATION ONLY NB
<br />sf ,,, �'+,
<br />CI RnM PANEL INSTALLATION AT WALLS W/
<br />i
<br />L' ;'• N0, 4Ai67 ': y SURFACE. LEVEL VARIATIONS W04N 3/0
<br />FLORIDA SUElING CODE Non Muh VoloWc HUrricone Zane
<br />CASE E (PLAN) CASE F (PLAN) tl, mtdo % u. WO $4 GAGE GALVANIZED STEEL STORM PANEL F.P.
<br />WU1H, W.
<br />SCALE. 1/4`-1' SCALE 1/4'-l' s O�;,!r,((1R)I}P';
<br />1�
<br />NIfII ILO E C 0 INo. GLOBAL PROTECTION PRODUCTS, UZ. � We
<br />} sii
<br />IN ,41 U oW MW'IL ri33i14 1
<br />d{{ s,rw-COO oFO Fi-tui THINE:(W)UN-7544, FW-(1M)AMI-6T47 20-175
<br />P.f. SAL/fADNSTUtR,/TTO2 CA-i'65b74% n.A, FR 4AR aur !gem Dam" f
<br />WALtEA A Aw P,€ 1RIECT 6 OY R.
<br />MAXIMUM A&D. DESIGN PRESSURE WINg (p.s.f.) AND CORRE29HOINg MAXIMUM ASHOR SPAGINra
<br />SCHEDULE FOR REGULAR mgm PANEL INSTALLATIONS INTO WOOD STR(I�,j'URES
<br />(VAUD ONLY FOR PANEL ,t0INSTALLATIONS AS PER ALTERNATIVES 1W THRII 4W, ON SHEETS 5 & 7)
<br />MAX. A.S.O.
<br />DESIGN
<br />PRESSURE
<br />MAXIMUM ANCHORS SPACING FOR ELL - AS SHOWN ON SHEETS 5 h 7
<br />'APPLICABLE
<br />TO
<br />TWK
<br />!i N4'f
<br />OF THEN
<br />MAXRIUM
<br />P
<br />(H•)
<br />7APCONN
<br />TAG SCREW
<br />FAHi1MATE
<br />FEMUR a
<br />PANELMAT£
<br />Plus
<br />*0130 WSHING
<br />73"
<br />IS"
<br />13"
<br />13,
<br />$r
<br />ISM
<br />Is.
<br />13'
<br />13•
<br />13'
<br />Ir
<br />tW (Wiru)..
<br />6 1/2•
<br />a 1/2•
<br />6 t1r
<br />6- lIr
<br />6 T/2"
<br />2W (TOP)
<br />i1r
<br />6 if4'
<br />(6ml
<br />9'
<br />6"
<br />e"
<br />s'
<br />(TOP)
<br />�'.
<br />IT.
<br />jr
<br />Is'
<br />it
<br />tr
<br />13,
<br />it
<br />'OF)
<br />445. -45
<br />13,
<br />73'
<br />it
<br />13`
<br />SY
<br />7M)LEESSS
<br />13
<br />13
<br />13,
<br />13"
<br />a 1/2•
<br />13"
<br />it
<br />13'
<br />11.6'TOM)B
<br />1/2"
<br />6 1/2'
<br />6I/r
<br />61/2"
<br />a 1/r1/4'12
<br />1/2"
<br />a tJ4',q
<br />mo—Imm,
<br />4 i/2"4"
<br />a 4/2
<br />6 1/2"
<br />4 1/2'
<br />4 1/2"
<br />r
<br />7`
<br />-
<br />10M)is
<br />7-
<br />11/r
<br />12,
<br />Tr
<br />IV
<br />-5Y'
<br />73'
<br />Ir"a
<br />iJ2`
<br />OM)
<br />' SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER TS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 21W ON SHEET 5
<br />1/4"6 T
<br />ANCHOR
<br />al S
<br />1/4 4'PANELLKTE
<br />ANCHOR O 12 11
<br />MAX. A.S.D.
<br />DESIGN
<br />lLVGAIUM ANCHORS SPACING FOR E:D, - AS SHOWN ON SHEETS 6. A 7
<br />APPLE
<br />In
<br />M6'
<br />OF THEN
<br />mommum
<br />PANEL
<br />TAPCON
<br />NAG SCREW
<br />PANELA44TE
<br />FEAMLE B)
<br />PIWELMAIE
<br />PLUS
<br />WOOD BUSHING
<br />Ir
<br />Ir
<br />1r
<br />13'
<br />13•
<br />teI1�Na,�P.),.,,,��
<br />it
<br />is,
<br />is,
<br />Ir
<br />6'
<br />IV 5REi)'
<br />6 1/2"
<br />a lIr
<br />6 I/2"
<br />5 1/2'
<br />2W.LION+)
<br />-
<br />6 114"
<br />12 1f27
<br />5 1/4'
<br />:)OR
<br />LESS
<br />a"
<br />r
<br />-aM)
<br />Rml
<br />13, -
<br />13'
<br />13'
<br />13•
<br />13"
<br />#ro-45
<br />+75. -76
<br />Ir
<br />Tr
<br />IQ"'
<br />13`
<br />IY
<br />4W (BOTTOM)
<br />-
<br />1Y
<br />13,
<br />13
<br />Ir
<br />IF
<br />IS,
<br />- -
<br />tY
<br />Ir
<br />13,
<br />13'
<br />6 Ile
<br />fit (BOTTOM)
<br />S Tf2'
<br />0 1/2'
<br />6 712'
<br />6 1/2'
<br />6 1/2'
<br />2W(TOP)
<br />-
<br />-
<br />6 1/4"
<br />1 12 1/2'
<br />B 1/4"
<br />2N (BOLT*)
<br />>
<br />4 1/2'
<br />1 5'
<br />T..t/2'
<br />7 1/2"
<br />-
<br />1
<br />3M' (TOR)
<br />TO
<br />"-I.
<br />6'
<br />5 1/2"
<br />d`
<br />e'
<br />3N {60T1OFi).
<br />fY
<br />12"
<br />Y3•
<br />tY
<br />8.1/^A'.
<br />W
<br />Ir
<br />13'
<br />t3`
<br />77
<br />Ha"
<br />4W (9D1TC6A)'�.
<br />• SEE TABLE fl FOR MAX. AS,D. DESIGN LOADS & MAX. PANEL LENGIM WHEN SPACER 0 IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />TABLE
<br />11 A
<br />A.S.D, OEM LOAD
<br />MAX " PANEL
<br />LENOTH
<br />40 PSF OR LESS
<br />6'--B'
<br />> 40 PSF TO 50 PSF
<br />W-2•
<br />> 50 PSF 710 60 PSF
<br />6`-IO'
<br />6 MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATT Ac� TO OR PANEL MATE PLUS
<br />ANCHORS & W/ ( .lti,,4a 1/2. 0.0,
<br />INSTALLO•QN DETAILS FOR UEE SAFETY P EL 6)
<br />INTO POURED CONCRETE OR CONCREJE�RLOCK
<br />ES£RUCTURE5
<br />Cp
<br />TK.A D At� OX. RRE OR CONCRETE OLD" 4 CONCRETE BLOCK
<br />?yy
<br />7�•-4i
<br />. N 9.• MAR,
<br />PAN& LENGTH
<br />. (5M ELEVAr
<br />ON 33EET f2)
<br />Tf2
<br />YJt2 M'L oC '
<br />SEE SHEETS 15 At 11 FW ANCHORS TYPE A, SWING FOR
<br />Bb7AttAigNi INTO 11000 FRAME MALDBRd.
<br />YIARAN ANCHOR SPWWM AND MMIMW ON M8TANCE
<br />ARE #0000 ION THIS SMI&L. f'OR EA LESS THIN
<br />BWIOATED ON RHFDIAE 12a6WE ANCHOR SPACM BY
<br />Ra1LTRLi'41G SPACFNG SFAfIM ON SC ODW BY TOE
<br />FOU00I7 FACTORS FOR TN6 OPiRAT%XN 70 SE POSSWIk.
<br />RFM=O SWING M IAMI) USMD FACTOR. SMALL NOT BE
<br />11% PAN MINIMUM SPACOW MCATEO R* EACH ANCHOR
<br />TYPE ON TINS sraaym
<br />1J4'4
<br />14'4
<br />A4110101111PE
<br />tAPWf/
<br />�i
<br />iOlVAU A60001 3WOIIW ,^�"1
<br />3
<br />3
<br />*RpMNNWY lcwww WR
<br />5
<br />3
<br />o1NANu W OF-a1R S.0 W
<br />3 1/2
<br />JOf14. IK I1 m CATS)
<br />IAD16R
<br />1 i/2
<br />am -
<br />Y I/r
<br />Nei -
<br />s,
<br />asa t.a
<br />3t
<br />—
<br />1/4'4 PANELMAIE
<br />ANCHOR (BEYOND)
<br />WTU,SC,L NQUN ms
<br />M:E J18-1`
<br />T
<br />1i• P,1RFL t.ENOtn
<br />(SEE ELEVATION
<br />011 SHEET 12)
<br />(VALID ONLY FOR PANEL (1, INSTALLATN)NS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5)
<br />OF.SBY+ND
<br />PRESSURE
<br />RATING
<br />(ps,G)
<br />ILAXaAUM ANdNiN(S .SPACING MR MIN E.D. PER-spNFJxTLE BELOW
<br />€
<br />MA%IYtiM
<br />PA}Ri
<br />1LNG1N
<br />tn.)
<br />TRAIN, AS.0.:.
<br />DESGN
<br />E
<br />RATING
<br />(pa.t,)
<br />NOGG M ANCHORS SPACING FOR UK E.D, PLR SCHEDUNE F�FAN
<br />A
<br />A.
<br />PANS
<br />:PFiFI
<br />L£"
<br />L
<br />(+k)
<br />"iAAC9N
<br />SgJD-SET
<br />.
<br />FEMALE
<br />TO
<br />PANELMATE
<br />Pug....
<br />71VAIAC-IIAILIN
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<br />TAPCCXN
<br />SOLE)-SETFEMALE
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<br />COMBINATION
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<br />7a
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<br />OFTHU
<br />445, -45
<br />Las
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<br />tY
<br />IJ ,
<br />13
<br />i3'
<br />13 .
<br />fS
<br />t3 .
<br />13
<br />r
<br />,.
<br />73
<br />tS
<br />SY
<br />13° '
<br />1 )
<br />$,_6,
<br />OR
<br />LESS
<br />. -15
<br />TO
<br />+65, -65
<br />lY
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<br />SY
<br />13
<br />13
<br />77
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<br />TS
<br />tY
<br />13 "
<br />1Y
<br />1 i 2
<br />1 /
<br />t
<br />5,-p'
<br />OR
<br />LOBS
<br />13`
<br />13'
<br />is'
<br />Ir
<br />13'
<br />Ir
<br />Ir
<br />1Y
<br />lY
<br />13`
<br />13,
<br />Ir
<br />7 (BOTTOM)
<br />lY
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<br />tY
<br />is,
<br />Ir
<br />13,
<br />Ir
<br />it
<br />Ir
<br />Ir
<br />Is'
<br />14 L/2
<br />1 (aOFW
<br />1Y
<br />IY
<br />13,
<br />IY
<br />13•
<br />is,
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<br />IS
<br />Ir
<br />17
<br />(TOP)
<br />Ir
<br />13,
<br />Tr
<br />tY
<br />Ir
<br />17
<br />13•
<br />13,
<br />13,
<br />TY
<br />13'
<br />11 1/2'.2
<br />(TOP)
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<br />1Y
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<br />IY
<br />13,
<br />is"
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<br />!3'
<br />2 (BOTOM)
<br />13"
<br />lY
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<br />1Y
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<br />TY
<br />17
<br />1Y
<br />IS"
<br />IY
<br />13
<br />17 1
<br />/2
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<br />1Y
<br />13'
<br />f7
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<br />/3'
<br />7Y
<br />13`
<br />13'
<br />13"
<br />13"
<br />t3'
<br />17
<br />3 (TOP)
<br />13`
<br />13"
<br />13'
<br />13'
<br />13'
<br />7Y
<br />tY
<br />IS'
<br />13"
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<br />13'
<br />t I /2
<br />3 (HID) _
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<br />-
<br />i2 1-
<br />12 #f2
<br />p tf#'
<br />6 1/4-
<br />12 iJ2
<br />12 -Tf2
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<br />(MR'704D
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<br />2 1%Y
<br />6 1J#"
<br />1."
<br />6 J4
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<br />(aOflOA1)
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<br />6 t1r
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<br />7 1/2,
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<br />73 `
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<br />t3
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<br />1
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<br />13'
<br />17
<br />73`
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<br />Ir
<br />Ir
<br />13`
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<br />tr
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<br />1Y
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<br />'13"
<br />13"
<br />13•
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<br />I1 1/2
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<br />t3`
<br />13•
<br />I S
<br />77
<br />t 3
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<br />13•
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<br />11'
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<br />S'
<br />3
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<br />13"
<br />17
<br />1'
<br />3
<br />i"
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<br />13'
<br />? 3
<br />1f t %2
<br />6 (TOP)
<br />lI
<br />-
<br />6 t/4•
<br />4 Ile
<br />6 1/4'
<br />6 1/4'
<br />-
<br />a 1/0
<br />6 1/4'
<br />p !•}
<br />_
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<br />6 1/4'
<br />6 i #
<br />6 1/4'
<br />6 1/#`
<br />_
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<br />_
<br />_
<br />6 Ile
<br />6 1 4'
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<br />5'
<br />13'
<br />10 1/2
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<br />7"
<br />7 1/2
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<br />14'-4'
<br />iY
<br />6'
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<br />6 t!2'
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<br />7'
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<br />13,
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<br />7"
<br />I 17
<br />1 tr
<br />IY
<br />6 1/2
<br />13"
<br />$ T
<br />10 1/2
<br />7 1/2
<br />IY
<br />6 4/2'
<br />2 (W1TT )
<br />13"
<br />7 I/r
<br />Ir
<br />is,
<br />17
<br />Ir
<br />13,
<br />it
<br />19"
<br />r
<br />IY It
<br />I/r
<br />i2 (BOTTOM)
<br />13
<br />7
<br />17
<br />13
<br />73
<br />1/2
<br />13
<br />9 1f2
<br />t0 1J2
<br />7 t/2
<br />13
<br />6 1/2
<br />3 CHID)
<br />13"
<br />7 7J2
<br />13
<br />fY
<br />1Y
<br />70'
<br />tY
<br />TO
<br />11
<br />- 8
<br />13
<br />/r
<br />('TAW}
<br />'. -
<br />-
<br />12 t 2
<br />/
<br />12 t j
<br />6 1 # "...
<br />/
<br />a t ; .
<br />t
<br />/2 1 a .
<br />/
<br />'6 7 4
<br />f
<br />-
<br />6 i-4 .
<br />!
<br />..
<br />6 14
<br />/
<br />(BOTTOM)
<br />�.
<br />_..
<br />, 1
<br />2 J"=..
<br />1
<br />12 /.
<br />6 r/4
<br />6 t *.1
<br />J4.
<br />7
<br />Y /
<br />12 I/
<br />�.
<br />_
<br />65 <'
<br />/
<br />61 4'3..
<br />f
<br />(}
<br />7'
<br />3'..:
<br />s'
<br />Stir..
<br />7'
<br />3 1/2"
<br />S"
<br />e
<br />4 1/2"
<br />Y
<br />6 1/2^
<br />r
<br />4 (TOP)
<br />7 1/2-
<br />r
<br />r
<br />v
<br />r
<br />e
<br />E'
<br />4`
<br />4 1 "
<br />3. I/r
<br />tits
<br />3"
<br />4 (TOP)
<br />r
<br />-
<br />a'
<br />-
<br />5 7/2•
<br />-
<br />7 1f2"
<br />..'
<br />4 {Sai m)
<br />M
<br />,-
<br />B'
<br />-"
<br />B"
<br />-
<br />it
<br />-
<br />5 11r
<br />-
<br />7 1/2"
<br />-
<br />4 (50110Y)
<br />tY
<br />7'
<br />1,3'
<br />13•
<br />Ir
<br />O t/2"
<br />tr
<br />4 :iJ2'
<br />10 4/2
<br />7 1/2`
<br />13"
<br />6'
<br />)
<br />13'
<br />6 fJY
<br />t3'
<br />73'
<br />- tl'
<br />40'
<br />13`
<br />SO`
<br />1T'
<br />$"
<br />7J`
<br />E t/2'
<br />4 (tOPj
<br />TS'
<br />7'
<br />13'
<br />13,
<br />Ir
<br />6 I/r
<br />13,
<br />O lIr
<br />O tfr
<br />7 Air
<br />IY
<br />6 iJ2.
<br />3 (BOTTOM)
<br />Ir
<br />6 I/r
<br />1r
<br />i3'
<br />SY
<br />to"
<br />IF
<br />TO`
<br />if-
<br />r
<br />tY
<br />a Ile
<br />5 {BOTTOM)
<br />13'
<br />$'
<br />I3'
<br />/0 1/2-.
<br />I3'
<br />r
<br />Ir
<br />7'
<br />7 iJ2'
<br />5 11r
<br />IY
<br />4 iJ2'
<br />6 (TOP)
<br />T3'
<br />4`
<br />13"
<br />6 lIr
<br />fY
<br />5 1A-
<br />5 {{
<br />-
<br />-
<br />6 1/4*
<br />6 1f4''
<br />6 Ile,
<br />6 1/4'
<br />-
<br />1.-
<br />-
<br />6 9f#`
<br />A iJ4`
<br />B (BOi'7.")
<br />6: ffL'
<br />IL 1 4'
<br />6 1/1'
<br />6 1J4
<br />-
<br />-
<br />-
<br />- le
<br />1 4'
<br />SAE %at t I FOR 004M it" * SP'ACIMG FOR 66TAW11018 INTO WOW FRNMC INALDW5.
<br />4 MIIIM181 ARNOR SPACINGS AND RMALRAM WOE IJI MICE ARE %6»CKOM OR INS SCHEDULE FOR E.O,
<br />LESS THAN WOKIED ON SCHEDULE REDUCE ANCHOR SPACM W 4 IftY%A SPACMV SHOWN ON
<br />$011E1tt" BY TIE MLOW04 EAR FOR THIS OINp wo 50 BE POSBRBE, ROTSCEU SPACLNO
<br />OVINNED LOW MOTOR SHALL NOT BE LESS THAN MINIMUM SPACM ESOWEO FOR EACH MOOR 15OE
<br />ON THIS SCEMR.E
<br />ANCHOR "M
<br />1/41
<br />1/00
<br />i/#•e
<br />1/4'4
<br />IJ4v
<br />I W*
<br />Tom
<br />Smse-LET
<br />"x_-IN
<br />II41KAf ATCIR SLVNCENO.ON
<br />3
<br />J
<br />3
<br />6
<br />1
<br />2 1/r
<br />]
<br />SWiyNaWW
<br />3
<br />$ tJY'
<br />S'
<br />S
<br />3 llr
<br />3
<br />PSIANCIOM) ✓•aP%
<br />S
<br />31/3"
<br />3 IN
<br />3 t/2
<br />4 ilr
<br />A
<br />IRL7Ntl E'Cf6RIl12T
<br />fiMCT04l.
<br />CAD
<br />�•
<br />SAO
<br />0:14
<br />-
<br />'4t
<br />-
<br />OAS
<br />3 i. y
<br />-
<br />t.00
<br />1 I'm
<br />-
<br />1D1
<br />ILO
<br />*• SPACINGS ONLY VALm WHEN BRACER.®IS Im, SEE ;Ii FDR MAX. AS.D.
<br />D€SM LOADS & MAX. PANEL ILEENGRTFMISB WHEN SPACER ll D,
<br />r
<br />c 01 0 0
<br />(SEE SEcmNS R ALT€RNATNEs ON SHEETS 13, 14, 19
<br />L/13, R-3A/14, R-16/13. R-20/13. 'R-30/14,
<br />2AW/15. R-3AW/16. H-ISWji5. R-29W/15, R-39W/16.
<br />.1--
<br />0 0
<br />"0. DE a Lew
<br />MONIUM PANEL
<br />Lowm
<br />40 PW OR LESS -
<br />6'-8"
<br />> 40 PSFTO 50 PSF
<br />W-2•
<br />> 50 PSF TO 6O PSF
<br />5'-10•
<br />A MAX: PANEL LENGTHS; ARE ONZ VAUD FOR INSTALLATIONS
<br />W/ SOW SET ANCHORS & W/ SPACER AT 12 1/2' D.C.
<br />3• MAX.
<br />I` moo
<br />1 4'Nf-200' &S BOLTS
<br />(U?E FOR PANEL LENGTH
<br />OVER V-S")
<br />i iREWL-k PANEL , I 1 jjj (REGULAR STORM AMU ,)♦-k j i 1
<br />i
<br />LIE:` SAT'k`FY STORM
<br />` ss. Bi ts W ` EA.
<br />OT kj) j" _ _ _ YANG NOT AT EKEERIORk___RIGHT
<br />NUT AT
<br />3' Wes. LEFT PANEL. RIGHT PANEL
<br />I' MIN, R-TA/13. R-2A/13, R-3A/14. R-1Bfi3" R-20/11 R-38/14.
<br />i Lolo�R-IAW/13, R-2Aw/15, 0-3AW/16. R-18W/15. R-26W/1% R-SOW/16,
<br />I. (SEE. SECTIONS k AVERMAVES ON SHEETS 13, 14. 15 6ef6)---..--•-.------------•---
<br />LIFE SAFETY STORM PANEL j, ELEV IION (t)
<br />-11 JREGULAR 2667•
<br />�•:s STORM PANEL CRIB O `I WPIE VALLEY) _. .
<br />LIFE SAF M PANELftA
<br />A
<br />EnERIOR S FS,S,ldA)t
<br />SECTION A —A
<br />SCALE 1/4*-1"
<br />6•-6' e PANEToo par.
<br />(N/ 0~MOo PANEL tENGR BOLT)
<br />1 0.Q, 45-54=0 P+ t
<br />(W/o oveRUP MID PANEL L omm BOLT)
<br />A67 USE
<br />2-W ON. PANEL LOOM
<br />AT ALL MOUNTINCS
<br />i
<br />3 /Aluii �' INSTALtATldNkS ONLY V74#1 FOR WINO
<br />t RWi•L SPEED LIP 70 f7a tN.ph.
<br />114' MAX GM
<br />REGULAR
<br />STORM PANEL
<br />to= Mm NC,
<br />24 "OE GALVANIZED STEEL STORM Pf4 AINVAM
<br />'aw
<br />L I E C 0.7
<br />GLOBAL PROTECOPDSUG
<br />48M 41
<br />20-175
<br />F YAAUw 4nePR:M1 a,-
<br />$M tlAtlio(ePq mHms
<br />NRY. FL 33314
<br />sltiML'. i4N64-4A44 TAR T4b4)E�-BTIi
<br />Ca-a06677i -
<br />GRW4RC Ns:
<br />_X #tr rrt
<br />+ 1
<br />AVd7 13 Or ib
<br />L A tR111`..Y,.::P;
<br />INSTALLADQ8 DETAIU
<br />INTO
<br />FOR, _LIEE SAFETY
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<br />1
<br />`�.`�./�'•,
<br />I �
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<br />i ;C"HAO
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<br />MAX. ,
<br />. ,
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<br />N
<br />( PLENGTHANEL(
<br />(SEEE� IT -j
<br />,7N SIft3:T 12) T�
<br />1
<br />(
<br />p _!,i ON SH&7 72)
<br />ON SHIFT T2) 6 t
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<br />ALGA.
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<br />7.J
<br />12) r } 7 I
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<br />i �•
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<br />STAGGERED 11f 57U0 W!
<br />I 2"WOODIE
<br />awaSEaANCFtaR
<br />' D.C.
<br />{
<br />-/ar----
<br />lGuEWOOD -i ;
<br />"'"
<br />REQUIRED REi)WRm
<br />ALTECC
<br />ALREGULAR
<br />�y�
<br />0 O
<br />0 LIFEFET PANEL
<br />WAL.� b1S21�NT1 cs
<br />SCALE 36.1•
<br />FAWELS
<br />Ht
<br />HNLAy
<br />IN,
<br />BEN
<br />WALL (1lOUNTTN65
<br />ASm?PANEL
<br />FLORIDA BUILDING: CODE (Non NI h Hit
<br />•
<br />i, INSTALLATION ARE ONLY VALID FOR A S,D. DESIGN
<br />PRESSURE RATINGS (p.5.1 AND PANEL LENGTHS AS
<br />PER ELEVATION ON SHEET IL.o•
<br />2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD
<br />come zone
<br />jtk!t
<br />= 44167 * £ erne 4w 24 CAGE DALVANiZED STEEL STORM PANEL O%m* ph
<br />.
<br />ROBUGTS PTLC,q
<br />STATED iL�NC_ GLOBAL PROTECTION , RID
<br />s.e.61 RZT
<br />MEMBERS TO BE SOUTHERN PINE N6 2, W/ SPECIFIC
<br />R"
<br />0,,1,CR..
<br />. ...
<br />,••
<br />_
<br />- W,n It. N. mr, aew4t14xtw
<br />rrw, (ANW n,-tRs >k:
<br />w1E. iti 333E4 20-175
<br />tet WIDM° L454)818-7644. TAR (434}Po9-4T4T
<br />DENSITY OF 0,55 OR EQUN.,
<br />, / ^,.,,-.-
<br />-BAH 7
<br />eta , „A„
<br />ALMA.;. I?A76
<br />WtiFA A. HALO .&;1 P.f
<br />m ar.w . lR6ti 14 a 7e
<br />MAXIMUM A&04 DES ON PRESS RE RATING s f.) AND CORRESPQHDING MAXIMUM ANCHOR SEMING
<br />.S,<r-H DUU FOR P NANEL M INei'ALt THIGHS INTO CONCRETE a CONCRETE BLOCK mucTi ms
<br />(VALID ONLY FOR PANEL (1) INSTALLATIONS AS PER SECTIONS 1 THRL) 6, ON SHEETS 4 & 5)
<br />SMOG A,S.O,
<br />DESIGN
<br />PRRESSURE
<br />fasig
<br />MAX" ANCHORS SPACING FIXI AWN G0: PER Sp ALa.E BFIL3MN
<br />APUCAME
<br />�.�
<br />ar TwEiA
<br />MAiGLKIM
<br />PMfI.
<br />iLNpYH
<br />l •)
<br />MAX, AS,O.
<br />OISU
<br />PRESSURE
<br />(per,)
<br />MAJVMW ANCHIORS SPACING FOR MIN E.O. PER SCHIMLL MOW
<br />MPLKA&.E
<br />0
<br />* �
<br />Ml% W
<br />PANEli
<br />1,1N6!N.
<br />i+L)
<br />TAPCffN
<br />:
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<br />CNJL•-Dt
<br />TMCOH
<br />9fMlD--SiIFEW
<br />�
<br />P
<br />7AAIAC-MA{tUl
<br />CN.R'-61
<br />m
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<br />ToCotam
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<br />*"
<br />m0.
<br />.jr
<br />m
<br />Tp
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<br />Ta
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<br />if l"m
<br />1465, -65
<br />W
<br />+75, _75
<br />is
<br />If-
<br />Ir
<br />13'
<br />1Y
<br />tr
<br />13'
<br />it
<br />Ir
<br />t2'
<br />iY
<br />IV
<br />9
<br />T-E'
<br />OR
<br />LESS
<br />-
<br />475. -76
<br />+tit-lw
<br />is,
<br />S
<br />13•
<br />to i/2
<br />13,
<br />6 1/2"
<br />Ir
<br />6 1/2`.7
<br />17
<br />5 11r
<br />Ir
<br />4 1/2'
<br />1 "
<br />+3•-6`
<br />OR
<br />1E
<br />_
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<br />,7
<br />Is-
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<br />13,
<br />6 tir
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<br />r
<br />- IY
<br />6'
<br />10'
<br />7 1/2"
<br />13'
<br />6'
<br />t (BOTTOM)
<br />13'
<br />it'
<br />IY
<br />Ir
<br />13,
<br />13•
<br />13'
<br />17
<br />IY
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<br />2 (TOP)
<br />Ir
<br />r
<br />tY
<br />0 1
<br />tY
<br />6 T1r
<br />43"
<br />6 1/2'
<br />7 1/2'
<br />5 1/2"
<br />13"
<br />4 1/2'
<br />2 (TW)
<br />13'
<br />13`
<br />T3"
<br />13•
<br />11"
<br />72"
<br />S3'
<br />10`
<br />2 {BOTTOM)
<br />it
<br />7'
<br />it
<br />Ir
<br />tY
<br />2 1/2'
<br />it
<br />2 7/2
<br />10 1/2'
<br />7 1/Y
<br />tS'
<br />6 1/2`
<br />2 (BOTTOM)
<br />13`
<br />it'
<br />1Y
<br />tY
<br />tY
<br />1Y
<br />13'
<br />: Ir
<br />Ir
<br />12,
<br />IY
<br />16,
<br />17
<br />7'
<br />i3`
<br />1Y
<br />Ir
<br />6 I1r
<br />IY
<br />6 1/2-
<br />10 %1:
<br />7 I/r
<br />tr
<br />e`
<br />3 (fW)
<br />-
<br />-
<br />12 1/2'T8
<br />1/2..
<br />•.
<br />5 IJ4
<br />a 1f4
<br />12 1J212
<br />1/2
<br />-
<br />--
<br />6 /f4
<br />6 sJ#•
<br />3 (eortakl
<br />-
<br />-
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<br />- f.
<br />2. /2.
<br />- 14
<br />6 /
<br />6 1 4•
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<br />6 i/ e
<br />-
<br />-
<br />6 1 4-
<br />!
<br />6 t 4'
<br />./
<br />3 BOTTOM
<br />( }
<br />Y
<br />5'
<br />a"
<br />Ir
<br />6'
<br />6'
<br />6'
<br />4 1 2'
<br />i"
<br />5'
<br />a"
<br />k I/
<br />4.(T11P).
<br />7'
<br />3'Pa.
<br />S t/2`..
<br />7'
<br />3 t/r
<br />r
<br />-. A'
<br />4 I/2'
<br />Y
<br />6 1fY
<br />.2 t/2'
<br />4 (tt7P}
<br />a
<br />6"
<br />/2
<br />,�„
<br />7"
<br />(&LnOM)'
<br />is,
<br />111
<br />13'
<br />IY-
<br />Is,
<br />is,
<br />13"
<br />-13'
<br />TY
<br />Ir
<br />Ir
<br />TV
<br />ATOP)
<br />17
<br />H 1/2,.
<br />Ir
<br />tY
<br />p'
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<br />.
<br />I"
<br />IV
<br />7 1/r
<br />13•
<br />Ir
<br />S )
<br />13'
<br />t t*
<br />f"
<br />3
<br />i3'
<br />T 3'
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<br />3
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<br />tS'
<br />70'
<br />C�IT�1 )
<br />tY
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<br />_ 17
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<br />fY
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<br />5 (BOTraM)
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<br />43'
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<br />13`
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<br />72'
<br />13'
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<br />13'
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<br />6 t/4'
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<br />a 1/4'
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<br />6 Ile
<br />6 momrr.")
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<br />7 t/2'
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<br />10 1/2
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<br />337
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<br />6'
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<br />57
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<br />SEE ABET 11 FDA: new" TrIf a SPACING F'CI 01STM1ATWN5 PRO WOW FHMAT iK mm,
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<br />Smallt E at TIE 1TX. &4" FACro FDR 1t" OPOUOWN To or P0951BLE ROME O SPADMa
<br />ORIA NOO. iSMO FACTOR WILL NOT BE L= TWA WWW11 SPACM N@CM RW OCR MOM TYPE
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<br />DESIGN LOADS k MAX, PANEL UD*" WHEN SPACER is USED,
<br />T3eiA.#J.
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<br />61-a'
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<br />W-2'.
<br />a 5o PSF TO 60 PST'
<br />8•-10'
<br />6 MAX, PANE. LENGTHS ARE Y VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W SPACER AT 12 1/2" D.C.
<br />INSIAW AT19H DETAILS
<br />FOR LIFE SAFETY 1sANEL
<br />1NTQ POURED CQNCRETE
<br />OR CONCRETE BLOCK STRUCTURES
<br />4 TOCM __.-,• EXISTING POURED
<br />400 O It' O.Ct - 1---,M � BLOCK
<br />CONCRETE
<br />ONC ERE
<br />IJ4 t TAPCON,,,_ _ _ ��". POURED
<br />ANCiWR ! 6' 0.C. I CDNCRIETE OR
<br />REtE BLOCK
<br />REaUBda.
<br />m
<br />L' MA%.
<br />PANEL LENGTH
<br />(SEE ELEVATION
<br />ON SHEET 12)
<br />is
<br />" 71441 TAPCON -ANCHOR 4S I" ac.
<br />-'iONCRE.TE�St.OiSt RM44RM CONCRETE OR
<br />�LS RCwNEWA1L
<br />SC1Si' 3/a.-t'
<br />SEE SINEE14:15 A 10 FOR ANCHM
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<br />._ 1/4'a
<br />TYPE A SPACING. FOR INSTALLATIONS PRO.
<br />on"
<br />OMMIA ANCHOR-SPAf31W5 AND .000"
<br />71
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<br />AetIWE4N.+<i ; Obe4,� Ibtl, OA1
<br />7
<br />m" 7XBTANc4 ARE MDIGRGm ON THIS "
<br />SAEMAE. POR EM LESS THAN NCICA=
<br />ON SLH$MRE REDUCE ANCHOR VACM
<br />3.
<br />A@IW.1w WNW "3
<br />B+NaRI
<br />wr Mu"PLYM SPACING SHOWN TN
<br />SC1FDtA£ BY THE FOUAW A FACTOiS.
<br />I" THIS OPFLSOWNI To BE PAL
<br />11
<br />ab
<br />REWCER SPACING OBTAINED USM
<br />FACTOR SHNI NOT BE LOS THIN
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<br />1Rd7'-
<br />._
<br />3'
<br />a.M
<br />Vote" SPACING NWCATED FOR EACH
<br />MiOM TYPE ON THIS SOM LE
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<br />-
<br />LIE& SAFETY
<br />LNIQ WOOD STRUCTURES
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<br />.
<br />_�ODp HEA HEADER
<br />7, lREOUIRd G DER
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<br />D 1 SEE WN ET 12)
<br />--.--. ! ON SHEET 12) O
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<br />1
<br />REWIRED 4 L r $ j # 1 4'4 RANFLWTE P(.f,PJ- REQUIRED pANt7MATE PLUS
<br />1 DHDa @ t2 1Ja' a.C. f : s� -ANCHOR 9 12 7/2 aC.
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<br />i p 44167 FLORIDA BUILDING CODE Non N1 h Velocity NMrrtcane Zone
<br />24 GAGE GALVANIZED STEEF.t
<br />L STORM PANEL
<br />OPAWN Or.
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. aS.D. $•Q STATE �}-
<br />DESIGN PRESSURE RATINGS (p.6.f) AND PANEL 'Y©�. FLCR � ]! � L E C i AMC. AL PROTECTION PRODUM LLC. W Wac
<br />LENGTHS AS PER ELEVATION ON SHEET 12 4%'
<br />'Ahy '/DNA%. a'� REET
<br />S.DO&FL =14
<br />2. FOR NEW WOOD FRAME CONSTRUCTON: WOOD !
<br />TO BE SOUTHERN PINE No 2, W/ SPECIFIC INMMwH4V` �> rR.»', IR' " t A`n-iR1+ MroAe (R541 -'tsw. rm ( ")m-4m 20-175
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