|
LI I•' I I I 11"I I I 11 l I III 01 1{ 1■ E1.11 'INN I I I- I I I I J _ ' I 1, I I
<br />I -- -- I I I_ I I I I L 1 L I_ _j I I I --L I' I I 1_ I 11119WI1111111
<br />�_ END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE
<br />CONCRETE BLACK OR WOOD STRUCTURES: VALID FOR REGULAR LIFE
<br />I
<br />SAFETY 8E E-I, HANG STORM PANEL I SYSTEMS
<br />i 1
<br />I
<br />I,., 1
<br />.. I POURED
<br />�.'�'
<br />,S..®. OR
<br />.Q' CONC1ETTeORCR OR
<br />8061-i6 ALUM COIN HWl
<br />0. ANGLE WITH ./4'.. 1 3/4'
<br />AwoN s I o.c,
<br />2Men`
<br />1.1.
<br />PWRp GONCIETE m FTN'1E ']
<br />- CONORfTC 1 I!A'. , 13/.' TN+GON
<br />LOCK OR I•H' WOGQ FRARIF POURED I _ 1
<br />COfCREiE B00A OR "'� ,�.,•
<br />B 1 I T'
<br />REQUIRED I I. ANCHOR • +I. O C.
<br />M;"-
<br />I
<br />4' FRAME 1 WINO r, r_
<br />11 GMc PArrrN
<br />REQU@I EG I
<br />1 t ,' CM,
<br />1
<br />1' 1
<br />11 t 3,• '1.
<br />/,/f"��
<br />AAN[L i
<br />" Mdn : • I • 663 TO IALtE n LEI. Li➢CA
<br />' & 1 OC 1
<br />I VARIES t
<br />i
<br />a . 5 O55 COH
<br />- 1 '-' S" AIMI, 9T< L 4'1H
<br />, I Oeo' 3105.LFNiOS, $HELT POURED CO'I{RLTE L'IXRfIE
<br />.. --- ' - u.tAL AtIIM BENT PUT
<br />- 'T -
<br />F , BLOCX e"!! T"N' 1YpOD RARE
<br />x 2' 25"
<br />-. P N F I EU
<br />1 Hta 1 { 0
<br />,,
<br />3t05 OR '-1 �� `•�-
<br />2 i 2 _.
<br />80e!-/b 4LOY 'y I Min _. _ Y _ 1 T/4�
<br />CON'. ALCM. ANC,[ ,,,/ MOT- /�
<br />f M4. c w
<br />----aE®.-.,, .wall
<br />/' L 2
<br />N AACNNUi Cana Mint AlN41F
<br />!
<br />j
<br />N) E P )
<br />CASE B (PLAN) CASE C (PLEA CAS D LAN
<br />A P N) G CASE ( LA L
<br />L�
<br />I
<br />SCALE 1/4". 1' SCALE '/a"mot' SCALE 1/4'.1" SCALE 1/4'u t"
<br />,
<br />r I SOLID -SET OR C__
<br />I•.. I � ELtA PANEAYAIE _
<br />rEMMLE
<br />I., ^ POURED CONCRETE. EXISTING IRO. A, O ANO
<br />y t .: P P
<br />CAHCREtL 1 ] 3: .n iy .Q' OR OR 2' 4' BIQCe. OP. BO OM N C EDULE WS (5£E
<br />t Y PWREC AS . O DIMMING OR 2'.,' SCHEDULE ON SAMYETE 9 -,
<br />- (WING PµEL CONCRETE FRI bR �" _5VARIES, mI._1 +-1 //-�� f. v [RAM( R[QU9ig0 e s t1J
<br />w04D FRAME IBC) P. '1`VJ AS MKiCABtE
<br />OVERLAP BEYOND F _. ,
<br />OPENING WIDTH) POURED CONCRETE. CONCRETE RfO.'IiiEO I
<br />OF 2'14' WaGO rRAME I 1,
<br />DDCX A
<br />I REWIRED _ I
<br />1�_
<br />1 ' /.
<br />a '- w/ � .oftD FRONT 4
<br />II
<br />.`ORB •:-
<br />I VARIES I'r T `•
<br />REAR fQ
<br />5" Mm. (NEv p C., m .-TITLE.
<br />T i / WPaL (NEYEP CR,T EKi PANEL)
<br />X . Do DISTANCE " T - -1- '= i TRACK
<br />�'
<br />` (TIP )
<br />i
<br />-- -' "-__�-' w'J
<br />(PLAN)
<br />.. ,1 . T.1. AAr5. a�„„„AAA+N1'iAANArAA,' CASE G
<br />r''
<br />-t i �a�Qy�ER ... /l'SLAI.F 1j4 =T'
<br />VA:ID FOR DIRECT MOUNT INSTALLATION ONLY &
<br />__ , --..__ our s 4• nc `•� ' LtiGEN f ., ,to', e�
<br />'- to CERTF+EL) PANEL HiSTALLATON AT WALLS W/
<br />= No. 441ST - SURFACE LEVEL VARIATIONS W"LTNIN 3/4"
<br />,
<br />i A' * i * ? FLORIDA BUILDING CODE Non HI h V.Ioclly HMrricone Zone
<br />5CA E E (PLAN) CASE F (PLAN) ; ;�F ; �fr $ -D .DECD. Nc 24 GAGE GALVANIZED STEEL STORM PANEL
<br />f B
<br />SCALE //A' -I' '.l, <ORIDP'
<br />SCALE t/4'=t• t1Ny .�
<br />s`FSc/'f+. .''.Tti _
<br />'' GLOBAL PROTECTKN PRODUCTS. LLC. e1fa/mo
<br />` ('. �` Q i,4e TEE
<br />'G ITHN(jMg11..-tea. %.�.. ' TILn T l CNONitNMe GOwP4M' 4600 S. Si S1 W
<br />,: ,. z;-A,,A:..,r: N. - WW°IA° .w. -I— ' Qax. R. w+M 20_ 175
<br />. Ir.-. FAMt.T _ernw.a,wnt) w+_IY11"YY RARE. (96 "-I6e6. 10 (.5.)M-e)91
<br />D Y4 N,
<br />G-OVD7,9
<br />P.E SGLI9F1a,IVPEtMR WxRR A tX* 9 P; - N
<br />ROAOr+ rt. N`OI SMFD d 0r le
<br />_-._.__.-r_
<br />MAXIMUM A.S.D.DESIGN PRESSURE RATING (p.s.f.) ANQ CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL J INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL 1DINSiALLATIONS AS PER ALTERNATIVES IW THRU 4W. ON SHEETS 5 & 7)
<br />MAX. AS D.
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7
<br />APPLICABLE
<br />y,� M
<br />DESIGN
<br />TD
<br />TFRt1A
<br />PANEL
<br />TAPCON
<br />LMs SCREW
<br />PµELMATE
<br />P µELMATE
<br />BUSHING
<br />WOOD BU RdG
<br />PR
<br />. S
<br />ES LIRE
<br />M11NC
<br />r & ANY
<br />CONBN4 TION
<br />LENGTH
<br />1'
<br />s I.
<br />( D )
<br />FEMALE w
<br />PLUS
<br />Til
<br />OF EY
<br />THEW
<br />ITT )
<br />137
<br />Is
<br />t5
<br />13'
<br />IS"
<br />-
<br />,W TOT')_
<br />,"
<br />J
<br />-
<br />lJ
<br />_ -
<br />- -_
<br />3
<br />-
<br />7
<br />1W ' 9Y BD1r )
<br />W TOP)
<br />-_-
<br />6 ,/2'
<br />_
<br />6 IT
<br />_3
<br />6 112
<br />-
<br />_.. 8 /7
<br />6 1/2'
<br />- _.-
<br />._._ ._
<br />-
<br />® t/4 _
<br />- 2 IJI'--
<br />.--
<br />6 t/t'
<br />(BOTT •)
<br />5'O0'
<br />Ir
<br />8
<br />0.
<br />8' -...
<br />-
<br />----
<br />(TOR)
<br />LESS
<br />--
<br />B'
<br />B'
<br />R'
<br />-
<br />is OCTIC-A
<br />-5,
<br />4 -4
<br />-
<br />t �
<br />3
<br />-- -
<br />I)
<br />-
<br />3
<br />_
<br />4W BOTTOM
<br />DR
<br />LESS
<br />13'-_
<br />...�1}
<br />--_._
<br />13 __._.
<br />8 IJI'
<br />- -_
<br />w (TQP)
<br />_-____
<br />13_'
<br />_._is
<br />13
<br />6 ._
<br />IW (BOTTOM)
<br />_
<br />Tom)
<br />6 t/2'
<br />_17
<br />-
<br />-6 1J2
<br />__
<br />6 ,/1
<br />----,13'
<br />a 1J2
<br />_
<br />6-
<br />- _
<br />-. _
<br />-
<br />-
<br />-
<br />BoTT
<br />>5'-D`
<br />4 IJ
<br />.'
<br />5 1 2
<br />/
<br />6 2
<br />/
<br />T )
<br />141-4'
<br />4 /2'
<br />A i/7
<br />7
<br />7
<br />3w (BOTTOM)
<br />D t/2'
<br />B 1/2'
<br />12'
<br />tT
<br />- `.
<br />N TOP)
<br />-__.
<br />W (BO17pM)
<br />. __.....
<br />-._._ _ -
<br />13'
<br />- __.
<br />13`
<br />' -
<br />is
<br />a I/2'
<br />4 SEE TABLE #I FOR MAX. AS.D. DESIGN LtW)S & MAX. PANEL LEPIYMF5 WHEN SPACER IS
<br />USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX. AS.D.
<br />MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 & 7
<br />APPLICABLE
<br />M,,uln]M
<br />DESIGN
<br />PRESSURE
<br />ALTETIAAT7WC
<br />PANEL
<br />LEHGTt4
<br />RARING
<br />T APCON
<br />R
<br />TAG SCREW
<br />PANELMATE
<br />PANELMATE
<br />W000 BUSHING
<br />& ANI
<br />TIC9i
<br />.L
<br />t
<br />(Pa )
<br />FEMALE w
<br />PLUS
<br />T
<br />Of HE M
<br />(IT-)
<br />1 3
<br />1 3
<br />t_
<br />13
<br />13
<br />__._ -.
<br />- _ OP
<br />(Top,
<br />- _
<br />__-
<br />I
<br />__ __
<br />13
<br />_
<br />1 T'
<br />3'
<br />B
<br />W (BOTTOM)
<br />(_ )
<br />_
<br />e 1/2'
<br />6 t/2•
<br />___.6 i/2
<br />_
<br />(1+P).
<br />6 1/ T
<br />6 ,jr--
<br />—
<br />-- -- -
<br />- _
<br />6 1/4-
<br />-
<br />12 1/2'
<br />--
<br />6 1//
<br />___._
<br />2W (BOLT.-)
<br />5' -0'
<br />7
<br />_ 7 112 -..
<br />e.
<br />8
<br />. _
<br />3W (TOP) -
<br />OR
<br />LESS
<br />7 1 2"
<br />/
<br />s
<br />6"
<br />B'
<br />sit
<br />3W n0M1
<br />tip
<br />( )
<br />--
<br />_..
<br />13
<br />.._.1
<br />w-� -
<br />- -
<br />N4 4s
<br />> 5.
<br />-
<br />13
<br />- -
<br />1!
<br />-
<br />t3
<br />-
<br />13"
<br />�� 1 J
<br />4 w �eDTTeM 1
<br />. f0 75. 75
<br />t3
<br />-
<br />..- IS
<br />1
<br />--
<br />13'
<br />,0
<br />is OP)
<br />,3
<br />1}
<br />IT
<br />IS
<br />6 1/4
<br />.
<br />IW (gDnOM)
<br />2W 10R _
<br />'
<br />- I - -
<br />1 -- __
<br />6
<br />6 1
<br />_
<br />1 4'
<br />6 /
<br />1 1 2
<br />/
<br />6 1 .
<br />/
<br />AIR RO n•
<br />( )
<br />5
<br />'.i I
<br />5
<br />T / Y
<br />7 , 2'
<br />/
<br />-
<br />R OP -
<br />)
<br />_ 5-
<br />S 1 1
<br />e'
<br />6'.
<br />is (BOTTOM)
<br />13'
<br />12
<br />"3'
<br />_-- --
<br />W TOP)
<br />t3'
<br />t1"
<br />I-
<br />I3'
<br />tJ'
<br />Ic
<br />0'
<br />4W (BQnOtA)
<br />' SEE TABLE #1 FOR MAX. A.S.O. DESIGN LOADS & MAX PANEL LENGTHS WHEN SPACER 6:8 IS
<br />USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />TAKE
<br />/t A
<br />A.S.D. DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-0.
<br />> 40 PSF TO 50 PSF
<br />6'-2°
<br />> 50 PSF TO 60 PSF
<br />5'-10'
<br />A MAX PANFL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE FEMALE 7D OR PANEL MATE PLUS
<br />ANCHORS & W/ 9 sP IWTrA 1/z° O.C.
<br />INSTALLATION
<br />DETAILS
<br />FOR LIFE SAFETY
<br />PANEL (1)
<br />INTO
<br />POURED
<br />CONCRETE
<br />PR CONCRETE BLOCK
<br />STRUCTURES
<br />i(1 . TAPCON V
<br />ANCNOR O 9 O C
<br />t
<br />k
<br />POURLO
<br />CEXISTINGONCRETE
<br />CONCRETE OR
<br />CONCREIE BLOCK
<br />REOUIREREQUIRED,RE4UMRE0
<br />I a' T APCON
<br />ANCHp1R O 9' O C
<br />POURED
<br />SRN[ 0 E
<br />CONCRETE OR
<br />CONCRETE BLOCK
<br />E
<br />t .A�'j
<br />,
<br />, 2/
<br />#;, _
<br />;2 )
<br />cT..,. G 1/2- 1 1I/.• I/2' L ,1/4•
<br />usr. .11 ._-_T- MAX.
<br />1 , N
<br />EDR 1
<br />1
<br />„',
<br />IT
<br />I
<br />i,.
<br />IT
<br />EXITING,-9
<br />i
<br />I'/ RDRtw t
<br />CIASS A
<br />1 _ 1
<br />II
<br />FA
<br />(vs T1w 6NEI
<br />p :
<br />1 e
<br />Ux011l eel 1-sn
<br />II
<br />N
<br />I R
<br />I
<br />4
<br />0
<br />MnA.
<br />e , '
<br />I
<br />AV _ 4FNGTH
<br />-
<br />p
<br />- I /
<br />{
<br />(SE ELEVATION
<br />M
<br />I
<br />IN SHEET t21
<br />II�SO
<br />I
<br />GLASS
<br />IT TO CLASS
<br />1
<br />I 1
<br />p
<br />IT
<br />IY
<br /># .
<br />I
<br />II
<br />E1,` Lji
<br />EXISTINGCbs
<br />POURED I
<br />I
<br />I
<br />I
<br />CONCRETE OR Il
<br />q�
<br />RCEOLORED BLOC.
<br />A I
<br />If'r nC
<br />L .I +
<br />-'I 9
<br />I
<br />1/4'0 PMNELAWTE PLUS
<br />-
<br />ANCHOR O 12 1/2' O.C.
<br />SEE SHEETS 15 & 1■ FOR ANC•'DRS TYPE & SPACING ITRR
<br />NSTAItAtKNS WO WOOD FRAME SUADOGS.
<br />MARMw "a" ""DINGS ANU MWWw EWEDSTANCE
<br />ARE INDICATED ON THIS SCHOU'-E q* E.D LESS THIN
<br />INDICATED ON SCHEDULE REDUCE ANCHOR SPADW BY
<br />MULTPLYPC SPACIO SNOWR ON SLNEW, eY INE
<br />FOLLOWING FACTORS FOR THI6 OPEMTON M BE POSSIME.
<br />RFOUCEO SPACING ORTMUED USING FACTOR SHALL NOT K
<br />LESS THAN YINNMUM SPAWRO INEaC4„ED TO. EACH ANCHOR
<br />"PC ON THE SCHEDULE.
<br />T/`.
<br />1/4-•
<br />AIo=,Mee
<br />TAACWN
<br />I r
<br />PLUS
<br />-
<br />MM¢MVIA AARHOAy__0C ' (M.)
<br />!
<br />3 --
<br />-
<br />'P+)
<br />-zI--GAMIN.
<br />NnANa Nai `XbeeeY R (h)
<br />-- 3 --
<br />3 to
<br />ACBft suff mwa %Q
<br />IACIOR
<br />t t/2'
<br />93e
<br />-
<br />2 ,/2•
<br />0.1
<br />- - - 3.
<br />Gaon
<br />
<br />6 '/2-
<br />_
<br />_
<br />EUW I
<br />I
<br />I
<br />I
<br />I
<br />§P'l
<br />Min I
<br />- -
<br />:-Sit,
<br />p-SEPARATION '
<br />M TO GLASS I !
<br />`1 I i
<br />t7, ,-2a,'
<br />SS BRAS 4��9a
<br />L AT . QSPLM
<br />EYISTNJ I
<br />F
<br />CLASS
<br />I ,
<br />M 1
<br />_.
<br />S
<br />�
<br />, •. • MAX11
<br />6' P.NEL LENCIH
<br />ry I
<br />f (SEE ELEVATION
<br />p I I
<br />N
<br />f ON SHEET 12)
<br />■
<br />I
<br />6
<br />3
<br />1
<br />I
<br />1 -
<br />i
<br />I
<br />It `I :
<br />1
<br />1 6
<br />EXISTING POURED -'
<br />CONCRETE OR I
<br />I
<br />I
<br />1
<br />I J
<br />CONCRETE BUMP
<br />REQUIRED
<br />�i
<br />IBEYOI.D)
<br />11
<br />: I
<br />-_
<br />_j ,
<br />ANCHOR C) `' -'' " O LIFE
<br />MEEiY PANEL
<br />(eeMO
<br />WALL MOUNTINGS
<br />SCALE 7/8-1•
<br />MAXIMUM A.S.D.DESIGN PRESSURF_RITING fpadj AND CORRESPONDING MAXIMUM ANCHOR SPACM SCHEDULE
<br />FOR REGULAR STORM PANEL `1 INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5)
<br />MAX. A.S.D.
<br />YAX4AlY ANCHORS $PACJAIO FOR MN EO. PER SCHEDtitE BELOW
<br />APPl1CABlE
<br />i0
<br />MAXNUM
<br />MAX. A5.0.
<br />MAXIFMNI ANCHORS SPACING FOR MN ED. PER SCHEDULE BE1.0'MMAXIMUM
<br />APPLICABLE
<br />TO SE
<br />OESGH
<br />PRESSURE
<br />PA,EL
<br />LENGTH
<br />DESIGN
<br />PRESSURE
<br />& Y
<br />PANEL
<br />LENGTH
<br />TAPCON
<br />SCUD -SET
<br />PANEIMATE
<br />FEMALE ,D
<br />PANFJ.MATE
<br />PLIES
<br />IAMAC-NARUN
<br />CALK -IN
<br />TAPCON
<br />SOIJD-SET
<br />PANEIMATE
<br />FEMALE w
<br />PAN[LMATE
<br />PLUS
<br />7AmAC_NMUN
<br />CALK -IN
<br />RATING
<br />(P_..I)
<br />&
<br />COMBINATION
<br />"L'
<br />(N.)
<br />RATING
<br />(P,s r.)
<br />COMBINATION
<br />i
<br />(N.)
<br />1D jcw 4fE
<br />R
<br />C�REFTE
<br />KcfNCMiC
<br />1O IwF/9lErE
<br />IrAH[.6rE
<br />(cOHCM17
<br />?4 4Nwro...
<br />f0¢VCRtl
<br />f
<br />To
<br />OOt10 � . ataRET[
<br />rz'CONW'rE
<br />M
<br />13' 13
<br />-"-_ -_..
<br />t
<br />t!' IJ'
<br />- _ ._
<br />T
<br />I]' 1 ,3•
<br />_ . _ . -_.
<br />f
<br />13' l]'
<br />_ . __-.
<br />,3' 3'
<br />-._._ _.-
<br />t3'
<br />- _....
<br />) ti'
<br />4- _ -
<br />(SOP)
<br />- _._
<br />13" tJ'
<br />---. _ . �
<br />,S'
<br />_ _
<br />T}•
<br />. -
<br />1J'
<br />_ _
<br />t}'
<br />T3' ' is-
<br />- -
<br />,3
<br />_
<br />13
<br />73"
<br />,1 I/2
<br />_
<br />+ haP)
<br />__
<br />1 1
<br />S 3
<br />_ _-_
<br />,]
<br />-_...
<br />t 3
<br />r _.._ _
<br />T' ' ,3
<br />)
<br />-v._I__Is'
<br />I J
<br />_ ..
<br />/
<br />-. 1 2
<br />.._ .
<br />I BOnOY
<br />( )
<br />- _
<br />f3' 1J'
<br />t3' tJ-
<br />Gomm
<br />13"
<br />ti.
<br />_.__
<br />t3`
<br />r, -_
<br />i n
<br />(BOTTOM)
<br />. _._
<br />,
<br />1J' }
<br />__-
<br />i 3 I 13"
<br />. __ r.._
<br />-__-_•
<br />•
<br />J J' __
<br />�i '- 13'
<br />-
<br />1 3 r
<br />'__
<br />13' 3'
<br />-- •-._Gomm
<br />I , "
<br />} 3
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<br />DESIGN LOA05 & MAX. PANEL LENGTHS WHEN SPACER IE5 USED.
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<br />A.S.D. DESIGN LOAD
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<br />6'-B•
<br />> 40 PSF TO 50 PSF
<br />6•-2'
<br />> 50 PSF TO 60 PSF
<br />5'-10'
<br />A MAX. PANEL LENGTHS ARE OAN 1• VALID FOR INSTALLATIONS
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<br />EXISTING POURED CONCRETE OR EXSTING POURED CONCRETE OR EXISTING POURED CONCRLLIE OR EXISTING POURED CONCRETE OR
<br />CONCRETE BLOCK REaPRED - CONCRETE BLOCK REQUIRED CONCRETE BLOCK REWIRED. CONCRETE BLOCK REQUIRED
<br />SECTION R-1A SEGTION R-1H •SECTION R-2A SECTION R-28
<br />4 REGULAR PANELS 0 LiFE SAFETY PANEL �I REGULAR PANELS 0 L1FE SAFETY PANEL
<br />WALL MOUNTINGS WALL MOUNTINGS
<br />SCALE Ile - I" 0"'.1 "I"'I . SCALE 3/8-1-
<br />1
<br />SEE ST4EiiS 15 & 1e FOR ANCHORS
<br />ANCHOR TPE
<br />1/4-.
<br />TYPE & SPACING FOR NSTAIATO44 INTO
<br />TAPCON
<br />-- w:.eww. M___ BRAND (In) -
<br />3
<br />WOOD NIM FRAIRIENC OR SNXC3.
<br />MNNUM ANCHOR SPACINGS IRO MNMIUM
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<br />EDGE DISTANCE ARE =TED ON NS
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<br />IN MULOR.rNG SPACING SHOWN am
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<br />REDUCED OBTNWM USING
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<br />_ 2..n.
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<br />MWHAUM SPACING NOICATED FOR EACH
<br />ANCHOR TYPE ON THIS SCHEDULE-
<br />3"
<br />0.90
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