|
I 1 _ I II A 1 ----I 'I I I I 1 I_ _ n I to _ I _ i 1' ----- --- I I II11_ _ - — — -1 -
<br />1
<br />__ mm�
<br />�� AND CLOSURES__
<br />F_ DET_!A LS FOR INSTALLATION IN POURED CONCRETE,
<br />I
<br />NCRETE BLOCK R WOOD STRUCTURES: VALID FOR GULAR. LIFE
<br />'
<br />SAFETY & E-Z HANG STORM PANEL'T' SYSTEMS
<br />TI t
<br />1, I
<br />~.,_< I ;s, 1 ® OR POURED [avCRfTE.
<br />1
<br />l:/ CONCRETE BLai, . I• ODJ• 3103 H-1. pl
<br />VARIES 1 W000 FRAME W6J-16 N�..OY OW ALLAY
<br />*1 7[ Q & 0 AFauAFC
<br />5.ANGLE ." , 3/: _ I
<br />T
<br />1.-.. i' _ I I//2 UrnH1,z D.[•
<br />`"
<br />POURED CONCRETE. CONCRETE_ I7,1 � 1 M `�" 3.
<br />Pa4N1ECl CQNCRET[, 1 { 1%:f • 1 J/1' TAPCON }}
<br />4' BLOCK OR 2 r000 FRAME -
<br />Rtatpp,� CONC I¢TE BLl)C L ANCHOR 12• a 7 /l' 1.t..
<br />1 Mn'-
<br />- 2•.4' EDM FRAME a DP�) h
<br />,IA'.r IMAKI
<br />REWIRED E0 x
<br />pp I- : GA 11 IE 1
<br />_
<br />1 _/7 I
<br />el.n ANGHKKF IAL,EPNLrE LEG LL'I{ATgN
<br />! 2- . 1' ..055' TO
<br />e f2' D.0 I
<br />I
<br />I
<br />VARIES
<br />2' . 5' . D%' CENT * I
<br />1 5" Aka t S MLW- ANOVE M L n
<br />" k - !
<br />± Da0' J106-HtEN MUL' iF POURED R 2',4''R. CDNFRE
<br />- - - -` ,M-tA MU4 BIXf PUTS
<br />a OEk 9R 2-rt' WOOD FRAME
<br />.I { BL
<br />I
<br />2 _
<br />R JAf_+ 1 .fX
<br />I St05 Is L I % 1
<br />2 I r 1 `'
<br />( _
<br />000]-te ALE,' I - 2 - -
<br />I 1,CaKT. . ANGLS '.-% �M l ---` aa--------Y -----i Mv./CIA
<br />- -
<br />I (,' . BCLT r 1' .
<br />1,M , IKMJ-t6 Mta•
<br />R 0
<br />• tt" a.D N 4 9R
<br />I
<br />R/.LACKNUT CPnI N„rn ANUlE
<br />I
<br />I I CASE A PLANT CASE B (PLAN) CASE C (PLAN) CASED (PLAN)
<br />a
<br />SCALE I {- ,- SCR° • e'=!' SCALE , /.' 1' 5cuE /
<br />I
<br />I
<br />i
<br />I
<br />iI I W,,D_WT OR CAU-IN
<br />p
<br />I. (P ELCO PANIIAAATF
<br />! -
<br />'oLAE 0 FEMALE AND
<br />/' tXONCRETI. EJPS,ING TRW Ai
<br />T
<br />CR7V2'.I i P P I t 9lGCJ,: • "OP. BOTTOM OR ANELMATE Lus siE
<br />4 1 �
<br />I I:sx POURED aIKI}E}L '.i � ` & Iv �� ON VE It Wa00 AS A I aPENINL to Is 'EL ON 5,RFrS 9.=.
<br />- (AMA. PANEL 2_., CONCRETE
<br />W� FLEE - VMS 1 1 Il •'�!1 irybrC REg1WEa '� PPPLKIBEE to a , Ij
<br />OVERLAP BEYOND l� \'� !l1111
<br />POURED CONCREn. OON:FIFTE
<br />OPENING WIDTH) BLOCK 2%4' FRAME 1 E I
<br />OR WOOD 1 .A u 11
<br />- REDUW€0 l I
<br />i
<br />!/,ram) /.�,
<br />I + OR4 i � ♦ FRONT
<br />' VARIES •J' •1`/; '''I 1', BED, W/ ANCHORED a
<br />-- REAR FLAT FLANGES PARAEIEL t0
<br />5' W I -
<br />1 .ALL (,EW1, CU, DNO PANEL)
<br />...._-..
<br />!�1
<br />X . 9.3 DISTANCE "--I--.--•-� !•-
<br />' 1- L' 1
<br />— -
<br />----__i:--_---_-j volL,„,,.,IN,1,A CASE G (PLAN)
<br />III
<br />-,F. A r11/l%y SCALE 1/4-.1-
<br />PrmO'tell/ ,A'
<br />I.DIA
<br />.EN••
<br />_-___. ._._-_ -. AgCr s, VA.2D FDA DIRECT MOUNT INSTAL,IRTION GNLV &
<br />as' ''• 1G S 9
<br />ti
<br />rl CCP .FED PAN !INSTALLATION- AT WALLS W F El
<br />_
<br />- SURFACE - AR H 4-
<br />- $J CE 1VEL v u'10N5 WITHIN J I
<br />- No 441 -
<br />7 6 -
<br />i W.. * : s $ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)
<br />F
<br />CASE f; (PLAN) CASE F (PLAN) z O F' OF :4 nmo ntaD At I 24 GAGE GALVANIZED STEEL STORK PANEL '�
<br />SCALE 1/4 -,' SCALE ,/,'=1 ,r ,10R10 ..'�I �T C /► GLOBAL PROTECTION PRODUCTS. LLC, °'/n/,mI
<br />w E'.
<br />R`it
<br />)iV'•-H,%�-,. 16nLU, T,,.I, a CWWEC - IOC^_ R`V`,.
<br />IT
<br />(YA, t- M ,MOVE (9SaYAM-T546, FM fI6,)fte•-6»]
<br />DALWAY -
<br />P,E SFJL/4a.ATtItN:/tytE CA ILA _
<br />r ,,EA A lc J• P. PE i m ,T-u, , Sllt[i a Or II
<br />Ater I
<br />__ _-_.__._-__... __.___..
<br />MAXIMUM A.S.D.DESIGN PRESSURE RATING (p.s 4) AND rpggFSPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL Z,INSTALLATIONS INTO WOOD STRU TURFS
<br />(VALID ONLY FOR PANEL 1Q INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W ON SHEETS 6 & 7)
<br />MAX. ASD.
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7
<br />APUrUBiE
<br />w:xtuuu
<br />DESIGN
<br />IO
<br />PANEL
<br />TAPCON
<br />LAG SCREW
<br />PANEIAIATE
<br />PANELMAIE
<br />WO06 BUSHING
<br />PRESSURE
<br />RATING
<br />0 g �-
<br />CDMBRNATK IN
<br />LENGn
<br />(D.61.)
<br />FEMALE 10
<br />PLUS
<br />OF THEM
<br />(n.)
<br />tZ3
<br />13'
<br />13-
<br />13'
<br />13'
<br />-.-
<br />Me (TOP)
<br />----
<br />-
<br />TS'
<br />--
<br />t3'
<br />-- ---
<br />11
<br />---
<br />,3'
<br />3-
<br />_-
<br />tr (60TTC/
<br />__..)
<br />W (TOP)
<br />___
<br />t/1'
<br />____
<br />d t/2
<br />__ SEES
<br />_
<br />fi ,/2
<br />___ _
<br />6 t/2'
<br />6 1/2"
<br />--6 —
<br />_ _ ._
<br />- i/4' _
<br />_- 12 1/1"
<br />H ,/a'
<br />2r (Bun 1)
<br />5OR
<br />- -._-_ -
<br />e
<br />__a
<br />e'
<br />- - _.
<br />--e-
<br />_. - -
<br />IF
<br />- -
<br />-
<br />T P..--
<br />(im)
<br />LESS
<br />--
<br />_
<br />-
<br />3w BOTTOM
<br />J
<br />3
<br />- -
<br />3
<br />- -
<br />3
<br />-
<br />13'
<br />-
<br />_
<br />n )
<br />.4 -1
<br />5 5
<br />--
<br />13'
<br />- -
<br />3
<br />t'
<br />-
<br />u
<br />--
<br />7
<br />I -
<br />3
<br />Aw--
<br />{ BD71 )
<br />oil
<br />LESS
<br />i3"-.._
<br />13'
<br />_,.. 13
<br />T!'
<br />- ,/T
<br />r (n7P}
<br />T3't_
<br />3
<br />i3'
<br />a
<br />,r (B0T70u)
<br />Tm
<br />1 )
<br />- --'
<br />6 t/2'
<br />-
<br />6_1/2
<br />_
<br />. .e ,/2
<br />_ ._.
<br />H ,/2"
<br />1
<br />6 /2
<br />_...
<br />_-
<br />- -
<br />a IA
<br />__
<br />2 i/2
<br />b __ - -
<br />---
<br />(ban•)
<br />-.
<br />5.- .
<br />>_ 0
<br />+ /2--
<br />a'
<br />6 T/?
<br />6 1/2 -
<br />...._
<br />_._-
<br />ItI-P)
<br />11TD4.
<br />4 t/i;
<br />1%2
<br />- 11
<br />- 7 ....
<br />_ (BOTTOM)
<br />O 1/2'
<br />9 7/2-
<br />_.. _ 2 _
<br />_. 1j..
<br />IOU (_I
<br />13•
<br />1J"
<br />,.T
<br />- 13' - -
<br />8 LJ7'
<br />4W (BOI
<br />' SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 19R 15
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />1/4'. TAPGON
<br />ANCHOR O 9` D C
<br />ED•
<br />�1
<br />I
<br />I.
<br />N
<br />DX SnNGJI
<br />GLASS Hr
<br />I
<br />11 B rd
<br />Y
<br />N
<br />4
<br />IE
<br />it 1, It-• iEPARAT'ATI
<br />N TO GLASS
<br />N
<br />EXISTING POURED E U
<br />CONCRETE OR
<br />CONCRETE BLOC.
<br />REOUAED
<br />1'
<br />1/4'. PANEUARIE PLUS
<br />ANCHOR O 12 1/2. OC
<br />MAX. A.S.D.
<br />MAXIMUM ANCHORS SPACING FOR ED. = AS SHOWN ON SHEETS 6 & 7
<br />AP%"1E
<br />AMANLW
<br />DESIGN
<br />PRESSURE
<br />ALTE/bL17tVE
<br />POND
<br />LET1GnN
<br />DATING
<br />TAPCON
<br />LAG SCREW
<br />PANELMATE
<br />FEMALE ID
<br />PANEL►MTE
<br />PLUS
<br />WOOD BUSHING
<br />/ & ANT
<br />COMB94Ul®N
<br />L'
<br />(DA.±.)
<br />OF ,I"
<br />(1t.)
<br />13"
<br />13'
<br />T3'
<br />13'
<br />13•
<br />IA' (lop)
<br />I
<br />3
<br />r}
<br />13'
<br />B'
<br />IW (BOTTOM)
<br />6 1/2
<br />8 t/3
<br />6 1Ir
<br />6 1/2
<br />(TOP)
<br />6 t/Y
<br />__
<br />-
<br />__ __ _
<br />-
<br />6 I/a-__...
<br />12 t/2'
<br />6 t/A'
<br />_ _u_
<br />2. (ITT!)
<br />S.OR
<br />...
<br />7 1/2•
<br />a'
<br />a'
<br />-
<br />-
<br />3W Rom)
<br />--TttiM
<br />LESS
<br />- , --
<br />z
<br />_
<br />s'
<br />e'
<br />e'
<br />SW 6Q
<br />( J
<br />- - -
<br />-
<br />IF
<br />-- -
<br />- I _
<br />1
<br />13
<br />-
<br />+a _4
<br />> 5 ,
<br />_
<br />IS'
<br />-
<br />I -
<br />_
<br />1}
<br />3 `
<br />3'
<br />Aw RbnOM
<br />( )
<br />TO
<br />+75. -75
<br />13'
<br />-
<br />]"
<br />__
<br />IEEE
<br />,3 _ __._
<br />13'
<br />_._
<br />Ip'
<br />- -_'.
<br />,w (HOP)
<br />__-.__.-
<br />no OM
<br />I
<br />6 ,
<br />(TOE')
<br />6 t/2
<br />6 1/Y
<br />b
<br />a /2'
<br />6 t/2
<br />�
<br />--
<br />.. ...-. .
<br />A I /z
<br />. ___ _-
<br />5'
<br />SEISE - .IEEE.. -
<br />7 2"
<br />J
<br />- _.._.
<br />7 , / 2'
<br />- - _. ._
<br />__._
<br />sw DP
<br />(TOP)
<br />TO
<br />7' S.
<br />-5. -
<br />_
<br />-... S /2'
<br />_ 8 ._._
<br />fl
<br />j
<br />_ ...-__
<br />3w (BmomX
<br />_'(I
<br />13'
<br />12'
<br />t3'
<br />.J..__
<br />5'12 _.
<br />I.
<br />_
<br />7.31
<br />to*
<br />a morromil
<br />I
<br />• SEE TABLE II FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER !;5 IS I
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6
<br />TABLE
<br />k A
<br />A.S.D. DESIGN LOAD
<br />MAX" PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-B'
<br />> 40 PSF TO 50 PSF
<br />6'-2"
<br />> 5C PSF TO 60 PSF
<br />5'- 10" 71
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE MALE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ 9 SP6W*,,!TMQ 1/2' O.C.
<br />INSTALLATION
<br />DETAILS
<br />FOR LIFE SAFETY
<br />PANEL(j)
<br />INTO POURED CON,
<br />BETE
<br />OR CONCRETE BLOCK
<br />STRUCTURES
<br />EXISTING POURED
<br />CONCRETE TACT
<br />CONCRETE BLOCK
<br />REWIRED.
<br />I /1'. TAPCON
<br />ANCHOR O 9. OC
<br />EXISTING POURED
<br />CONCRETE DR
<br />CONCRETE BLOCK
<br />REWIRED
<br />f
<br />i2,I
<br />f2
<br />I 7:= -'.
<br />---1-41, NI
<br />SEE SWEETS ,a & t6 FOR ANCHORS TYPE a _A"`R rail
<br />NVALUkTI(WS INTO WOOD FRAME BU%DRALS
<br />MARMW AMOVA SPAIDNas AND MNA,,At EDGE DISTANCE
<br />ARE AIO,UTEO 04 IMS W EDULE. roll E,D LESS THAN
<br />INORATED ON SCHEDULE REDUCE ANCHOR SPApND By
<br />MULTPLY'NC SPACHG S-0" 0% SCiELULE B" THE
<br />FOuOarG IICTORS FOR ,N6 OPERATION 10 BE POSnPIHE.
<br />REDtICdO SpACea DWA94D USING FACTOR LNALL NOT DE
<br />LESS 'A'D THAN MIMMUM SPACING ICATED FOR EACH "NOR
<br />TTPE ON TNHS SC"rDvLE
<br />'/A-.
<br />1/4'.
<br />Ne8X101N TIRE
<br />,Mow
<br />RV UMARE
<br />_ AIAL McHa1F LPAeNC I
<br />MXMll
<br />3
<br />J
<br />-
<br />A CN.HWA (At.
<br />rov 1
<br />-
<br />_ _
<br />MFAMF R.II '. Xrl-.M &e! th)
<br />J
<br />IGML 78Z 918918E OLD)
<br />FRL70R
<br />, ,/2-
<br />BA
<br />-
<br />AAO
<br />-
<br />_ -
<br />I
<br />__ -
<br />31/7'-
<br />_
<br />fU•
<br />I I
<br />I
<br />��
<br />I I. Min
<br />I
<br />I
<br />e--SFRARATION - I
<br />N TO GLASS
<br />r /1_:I
<br />EXISTII
<br />i
<br />4
<br />GLASS p..
<br />N
<br />11
<br />I
<br />I
<br />11 I
<br />I
<br />- I I
<br />e
<br />1)
<br />,l.A
<br />i3 �n W®
<br />• FA asRLNP •i 11A%
<br />6 PANEL LENGIII
<br />(SEE ELE1L
<br />ON SHEETT AI T2)
<br />I1)
<br />_. , f
<br />dd
<br />_ t _I
<br />L
<br />1
<br />r .
<br />I IL '.i'
<br />I t 6'
<br />t
<br />EXISTING POURED - -
<br />CONCRETE 0 11
<br />, B
<br />! pp 6
<br />I '
<br />CONCRETE BLCIC_P
<br />REQWRFD.
<br />4
<br />)I ,9EYD4C)
<br />1/4'It PANAIE ELM`_.5
<br />ANCHOR (BEYONCt
<br />WALL MOUNTINGS
<br />SCAlf 3/e-t'
<br />FLORIDA BUILDING
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL If) INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5)
<br />MAX, A5,0.
<br />MAXIMUM ANCHORS SPACING FOR MIN E.O. PER SCHEDULE BELOW
<br />APPLICABLE
<br />MAIUMUM
<br />MAX. AS.O.
<br />1 SPACING rail M E .PER SCHEDULE
<br />MAXIMUM A1'/OHORS S ACI IN D EIR11,E BFS.Ow
<br />APPLKABLE
<br />TO
<br />MAXIMUM
<br />DESIGN
<br />PRf55URE
<br />�
<br />& ANY
<br />PALACE
<br />LENGTH
<br />DESIGN
<br />PRESSURE
<br />&ANY
<br />Pea'
<br />LENGTH
<br />-L.
<br />TALON
<br />SOLID -SET
<br />PANDUMATE
<br />FEMALE. ID
<br />PANFLMATE
<br />PLUS
<br />IJIAMC-NARIN
<br />CALK -IN
<br />TAPCON
<br />SOLID -SEE
<br />PANELIAATE
<br />FEMALE f4
<br />PANELMATE
<br />PLUS
<br />IAMAC-ARENA
<br />CALLA -IN
<br />RATING
<br />(P. H.r.)
<br />•L•
<br />fn.)
<br />RATING
<br />(p.A.7.)
<br />COL1BlY,TXN
<br />Or THEM
<br />(R)
<br />AO 1 ro
<br />ro
<br />4DN"
<br />CONGR,E,4.,
<br />tO
<br />El
<br />ro
<br />+CONptETE
<br />To ro
<br />iC01 M!FC
<br />tD
<br />.
<br />COARMY,TgN
<br />OF i}EM
<br />ro TO
<br />ICaNCPEtE
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<br />ro
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<br />W
<br />(III AD
<br />CONCRC,E
<br />to
<br />Ina�ETEICOA LE
<br />13' 4 13'
<br />l3' 13;
<br />13' I
<br />13'
<br />IS• I 1J'
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<br />, RCP)
<br />13-.-t, fY
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<br />IF
<br />_-
<br />13'
<br />__.
<br />13-
<br />__-..
<br />Ir
<br />i-r
<br />1]�tl 1/?
<br />, (HOP)
<br />13'
<br />-_13'
<br />,r Nil 1/2
<br />] (BOTTOM)
<br />__.y -
<br />1. y 13
<br />_
<br />-- - -
<br />i]'. 13•
<br />._--
<br />-1
<br />J
<br />1!"
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<br />,r 3
<br />RISE
<br />t
<br />13' J
<br />SEES.+ ._ _..
<br />t ' 13"
<br />3
<br />__-__.
<br />t (BOTTOM)
<br />l U
<br />.- _.
<br />1J• tJ'
<br />..--. .-_.-----.I-
<br />t5" 13'
<br />:3'
<br />13'
<br />IJ'
<br />tS"
<br />I
<br />3• 3
<br />t
<br />t IX•
<br />]
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<br />2 TOP
<br />( )
<br />11' 13'
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<br />IJ I /1
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<br />IJ n, 2
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<br />2 OP
<br />it 1
<br />(BOTTOM)
<br />r BDnD
<br />3 ._
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