|
I ll I I I I !!II'111 1 I I 1 11 _ 1 111 II_ I
<br />END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE
<br />SAFETY & E-Z HANG STORM PANEL 1) SYSTEMS
<br />1 I
<br />ij OR E Ews. as
<br />.® 2• . r . ART 31m M-1 '/.:
<br />& ® Y, F1I"E .D63-TO MIA. COW. ALUM %?'
<br />ONCE r7M ,/49 . 1 3/.' N
<br />1 x 1/2' : TAPCON 0 t2' OC. ,
<br />ICI MIn. a
<br />It=POURER 2.4'IE DD 1% I;_ :r. I ,/4Y a , 3 { TAFa011
<br />BocL a r.t woo FNA1E L 1 /
<br />6LOC1117R ANgHOR • /1' O.L: 2MIA �1' "irr..
<br />,W
<br />r.41ED
<br />REDUCED CONCET[ _ 1 L
<br />FRA
<br />Ya' •'DOD RIWC �_� '� OR® 3nnvE3 - ;y
<br />1
<br />4t/4 apj
<br />CAT ANAEi. --.
<br />IyiPCw MJ13tlR 1 TONEtE UL LL6gaN
<br />LO Y . Y . ne5• TO
<br />VARIES r . Y . A5S' CON.
<br />2. 1
<br />S Mbe SOC L na NUM ANGLE OR
<br />"r/
<br />S1 ---- V.• I Ae0' 31u-N15• SEE, PORED MN7a11. oDNa1Ea
<br />Y % .' % ,25' ] 1 --, - 1_ „U[ tlrNK AtIAA ENT P,,`E DIM OR 2'N' WOOD FRAME
<br />• i• I :T`P I ' REQUIRED
<br />31m-H14 OR
<br />? 1/?'
<br />913-T6 ALLOY +' , 2'
<br />CON. ALUM. ADIEU, M.
<br />_----------L-p.---- J Me./CAP
<br />1/4• . •OIL 4- • •• • .072•
<br />3105-n14 OR BOTH-n ALLOY
<br />0 ,r OG
<br />W/a1CRMfT Cd HA.n ARGUE
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />SCALE 1/4•.1• SCALE 1/a"-t' SCALE 1/4'-1' SCALE 1/4-.1-
<br />-- --- - -- I saxt-SET ON CALN-N
<br />�e; 1 PNWED CONp1E7E,,- -'!��1 _' TIMI Al 'rEAME 0 AND,
<br />ORj1
<br />15X :. PORED CaMCRETE,� -' __� •®'�� WOOD s'as 11rIIC'OMOPEMa1C SCHEDULE OIS/ilR e.
<br />(MN. PANEL
<br />ERL* CpNONETE p10ClL �R ,. V.4 O �. ® MN,MME REQUIRED AS MRIGIYE ,0 a 11)
<br />OVERLAP BEYOND 2W w000 %RAMC r MY
<br />OPENING WIDTN) -MO CONCRETE CONCRETE EDUn[D I ;;.: h ;.� • :: \� C y_�Es-�:.- ,` ...'?
<br />ti. OR 2%e woo FTWE
<br />-� 1R®
<br />VALES 1 '© �!) -� i�P—M iiAT n.1MffS PPE-L TO
<br />5' Me, I 1 RILL (WOW CUT ETC PAPEL)
<br />X . B.C. DISTANCE -� �-- j m►.)
<br />�
<br />1
<br />r, -J
<br />CASE G PLAN) ---.aY-Mn.
<br />,.��;�A;, „W„H,NNNA
<br />�fCF{ A. T/ SCALE 1/4-.1-
<br />Caw d`�'••�,�CENf ✓,9 V" FOR DIRECT MOUNT PWAL3ATON ONLY 8
<br />Iur • 4• as � .................
<br />F CERTIFTED PANEL iWALL PTON AT WALLS W/
<br />=
<br />i :• N0. 44167 $ SURFACE LEVEL VARIATIONS WITHIN 3/4-
<br />FLORIDA BUILDING CODE Hon HI V•loc(fy Hurricane Zone)
<br />CASE E (PLAN) CASE F (PLAN) s -. •r •e. 24 GAGE GALVANIZED STEEL STORY PANEL DeHMN R
<br />�CF. F(ORID►'
<br />SCALE 1/4•-1' SCALE 1/4'.1' •`�NtAt4r _
<br />AAAA IMOM PROTECTION PRODUCTS. U.C•
<br />.
<br />�NinM�Iy'••' - _ILIECOETEat Nm S. a, STOW
<br />'20-175
<br />mo.1-YIN .t�al`�p-Mmm a27 n1pE: lEx)M-7a4 F.�lEa)•Ee-am
<br />• I - . oRFArA rw
<br />CA -omits YR RM weMw,
<br />•E ML,W 11 IUII A.. P.E. Y 17' OIQ7 6 E M
<br />(VAUD ONLY FOR PANEL iDWSTALIATIDNS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 k 7)
<br />MAX. AS.D.
<br />DESIGN
<br />PRESSURE
<br />TING
<br />(P.- 0
<br />MAN" ANCHORS SPACING FOR E.O.. AS SHOWN ON SHEETS 6 k 7
<br />APPLR/BLE
<br />TO
<br />k ANY
<br />�1M11BM
<br />OF THIN
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />'L
<br />(n•)
<br />TAPCON
<br />LAG SCREW
<br />PANEUMTE
<br />FEMALE 0
<br />PANEUMTE
<br />PLUS
<br />WOAD WSHM
<br />1]'
<br />13'
<br />it
<br />13•
<br />,r
<br />IV cram
<br />13•
<br />13'
<br />13•
<br />13•
<br />IT
<br />19 (BOR6Y)
<br />6 1/2•
<br />a 1/2•
<br />a 1/2-
<br />6 1/2-
<br />6 1/2•
<br />2W (TOP)
<br />-
<br />-
<br />0 1/4`
<br />12 1/2-
<br />6 1/4-
<br />(1117111)
<br />5'-W
<br />OR
<br />a"
<br />6-
<br />e'
<br />e'
<br />-
<br />(TOP)
<br />LESS
<br />-
<br />JW (e�MM )
<br />13'
<br />13•
<br />13-
<br />13•
<br />13'
<br />(TOP)
<br />♦45. -45
<br />LESS
<br />13• ~
<br />1T
<br />—Ir
<br />13`
<br />(BDffOM)
<br />13•
<br />,]•
<br />13'
<br />13'
<br />8 1/2
<br />W (SOP)
<br />13•
<br />13"
<br />13•
<br />137
<br />6•
<br />1N (a0TIC1N)
<br />6 1/2•
<br />6 1/2-
<br />6 1/2'
<br />a 1/2-
<br />6 1/2•
<br />(TOP)
<br />1/4'
<br />12 1;r
<br />6 1/4'
<br />(BOLL•}
<br />'-0'
<br />>5TO
<br />4 1/2'
<br />4'
<br />6 1/Y
<br />a 1/2-
<br />-
<br />(TOP)
<br />14'-4'
<br />4 1/2•
<br />4 I/1•
<br />7•
<br />7•
<br />-
<br />3W (BOTTOM)
<br />4'
<br />W (TOP)
<br />,]•
<br />Ir
<br />,]'
<br />13•
<br />a 1/2'
<br />(BOTTOM)
<br />• SEE TABLE j1 FOR MAX. A.S.D. DESIGN LOADS k MNL PANEL LENGTHS WHEN SPACER(" IS
<br />USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAY. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />N
<br />MAXIMUM ANCHORS SPACING FOR E.O.. AS SHOWN ON SHEETS 6 a 7
<br />APPLO4BE
<br />TERM
<br />� h --ANY
<br />THEM
<br />0< IEEM
<br />OF
<br />imp"
<br />PANEL
<br />LFN6TMN
<br />(n.)
<br />TAPCON
<br />LAG SCREW
<br />PANELMATE
<br />FEMALE IDPLUS
<br />PANELWTE
<br />WOOD IR15FpNG
<br />13,
<br />13•
<br />13•
<br />Ir
<br />13,
<br />IN (la)
<br />13,
<br />13'
<br />tr
<br />—1 r
<br />r
<br />IW (6DTTW)
<br />6 in•
<br />a 1/2•
<br />6 1/2•
<br />6 1/2•
<br />5 1/2'
<br />2W (TOP)
<br />-
<br />-
<br />6 1/4-
<br />12 ,n-
<br />6 1/4'
<br />zw (90R.•)
<br />3•-0'
<br />- r
<br />7 V2'
<br />B'
<br />e'
<br />-
<br />LESS
<br />-
<br />1 '•
<br />77 /z
<br />-
<br />a•
<br />e'
<br />6•
<br />-
<br />]w wrlow)
<br />-- 13'
<br />13•
<br />13•--
<br />IS•
<br />13•
<br />4w (TOp)
<br />f45H -45
<br />TO
<br />.75. -75
<br />13•
<br />lr
<br />13'(BOTTOM
<br />IS'
<br />Ir
<br />13•
<br />Ir
<br />To'
<br />I. F-
<br />tY
<br />73,
<br />tr
<br />IT
<br />6 1/4•
<br />IN (BOTTOM)
<br />6 1/2"
<br />6 1/2'
<br />6 1/2•
<br />6 1/2•
<br />6 ,n•
<br />PIT (TCP)
<br />-
<br />_
<br />6 1/4•
<br />12 1/2'
<br />1 6 1/4'
<br />JLW (TOR.•)
<br />>6'-0•
<br />4 1/2'
<br />S•
<br />7 1/2•
<br />7 1/2•
<br />-
<br />('Ipp)
<br />7•�
<br />5•
<br />5 1/2•
<br />6•
<br />a'
<br />-
<br />Se (BORON)
<br />,3•
<br />I2'
<br />,]'
<br />is'
<br />ON (TOP)
<br />13'
<br />13•
<br />13•
<br />13•
<br />To*
<br />14W (BOTTOM)
<br />• SEE TABLE f1 FOR MAX. A.S.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER I' IS
<br />USED, CORRESPONDM ONLY TO ALTERNMTE 2W ON SHEET 6
<br />reel�..ti
<br />a
<br />A.S.D. DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<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 ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATE ID OR PANEL MATE PLUS
<br />ANCHORS k W/ SPR(pOBNMrTN 1/2. O.C.
<br />INSTALLATION DETAILS
<br />IiTO POURED CONCRETE
<br />TAPCON PNlREo
<br />FOR LIFE SAFETY PANEL n
<br />OR CONCRETE BLOCK STRUCTURES
<br />I/4'$ TAPCOH POLMED
<br />-�
<br />"/,o/4'P
<br />0 olc. - � oR
<br />ANCHOR 9 9 O.0 w
<br />CONCRETE BLOCK
<br />CR CONETE
<br />i
<br />iXNCPLTE BLOCK
<br />L yr 1/4-
<br />ED• r�r. I
<br />HOLn w
<br />N 61
<br />L aMia'aleiMr� t
<br />PANEL LENGTH
<br />(SEE ELEVATION
<br />ON SETT 12)
<br />/-L/2
<br />.I
<br />/ l I
<br />1
<br />LO• '0" ':r
<br />OUSfW POURED_' I
<br />CONCRETE ORCONCRETE
<br />REOVUED- BLOCK 6 r
<br />I
<br />,K w
<br />lr."
<br />-
<br />/4'S PANE
<br />117
<br />ANCHOR a 12 in' (1 o.c.
<br />SEE /AEE7% 15 a to FOR MOORS TYPE ♦ SPACI NO FOR
<br />p61ALATOMS INTO HOOD nWAK ENBIM9.
<br />1AIHReM ANCHOR SPACVOS AND 0510" EDGE D60ANLS
<br />ARE ev"TeD oN THIS sCHFMLE IN L0. LESS THAN
<br />INDICATED ON SCEDUE REDUCE ANCHOR SPAOC W
<br />LALM"w SPACING SONM ON SCEDULE IN THE
<br />FOLLOWING FWIM FOR THIS OPBMTICI To K POWAL
<br />EDUCED SANCOG OWMrAD UOm FACTOR SiW. LOT K
<br />LESS /tow 100I11100 SPNONC MfATM FOR INCH MOM
<br />TYPE ON 1" SCNAAL
<br />1/P4
<br />,/4%
<br />ANCHORTR9E
<br />-PPm,
<br />:ANaawA
<br />LRe%Y no= W"w Gw3
<br />3
<br />3
<br />•ANrrMv p„-•y OnJ
<br />3
<br />3
<br />I
<br />a 1/2
<br />eeMNq YJ Y OJ
<br />axklL R am= COO)
<br />ACM
<br />an
<br />- __.I IRA• --___-
<br />6a1 -
<br />___- ---_
<br />N
<br />7' MAX.
<br />6' PANEL LENGTH
<br />(SCE ELEVATION
<br />ON SHEET 12)
<br />1
<br />I
<br />f
<br />I
<br />1
<br />DOSING POURED
<br />CONCRETE OR /
<br />H
<br />^
<br />AiS71
<br />BLOUI '� y
<br />RECURRED,
<br />1
<br />IEforO!
<br />1/4.4 PANELAMTE PA� -
<br />-
<br />ANCHCR (BEYOND)
<br />WALL MOUNTINGS
<br />SCALE 3/6-l'
<br />FLORIDA BUILDING CODE
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING s f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL n INSTiATIONS INTO CONCRETE k CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANEL QI INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 k S)
<br />MM. A.S.D.
<br />DESIGNPRESSURE
<br />RATING
<br />MIJUMUM ANCHORS SPACING FOR Met E.D. PER SCHEDULE BELOW
<br />ro t
<br />y.Tpgl l
<br />LSE N>OWTH
<br />•L'
<br />CA)
<br />WOE. AS.O.
<br />PRESSURE
<br />RATINO
<br />(p.e.f.)
<br />MAXIMUM ANCHORS SPACING FOR YN ED. PER SCHEDULE BELOW
<br />� >�t ECTIONS
<br />a
<br />MUU.
<br />LENGTH
<br />1'
<br />(+LJ
<br />TAPCON
<br />SOLID -SET
<br />r� TE
<br />P TE
<br />PULISa
<br />7AMMC-NMLH
<br />CAK-tN
<br />TMCON
<br />SOLD -SET
<br />FEMALE 0
<br />PLUS
<br />E/MAC_MMUN
<br />GUt-N
<br />m
<br />ca,mmCOM�M7,OM
<br />m
<br />m
<br />m
<br />m
<br />Of TIHEM
<br />T6
<br />m
<br />m
<br />m
<br />TV
<br />OF THEY
<br />.u. -4S
<br />Lffi
<br />,Y
<br />u•
<br />u•
<br />s
<br />u•
<br />Ir
<br />,r
<br />,r
<br />,r
<br />3
<br />Ir
<br />IT
<br />fTDP)
<br />5'-a•
<br />oR
<br />-45.D-43
<br />+65. -6D
<br />r
<br />1 1
<br />,
<br />OR
<br />=�
<br />Ir
<br />13•
<br />13•
<br />33'
<br />Ir
<br />13•
<br />J
<br />13'
<br />13•
<br />IT
<br />13,
<br />1r
<br />, (BOTTW)
<br />13•
<br />it
<br />Ir
<br />13'
<br />13•
<br />13•
<br />tr713-
<br />13•
<br />13•
<br />13
<br />11 1/7
<br />t (aum3m)
<br />IY
<br />IT
<br />13-
<br />1Y
<br />13-
<br />lr
<br />,Y
<br />tY
<br />13•
<br />I t3'
<br />13'
<br />it
<br />2 (TOP)
<br />it
<br />,r
<br />r
<br />13•
<br />Ir
<br />,r
<br />13•
<br />13'
<br />Ir
<br />Ir
<br />I3•
<br />11 ,/2
<br />2 (TOP)
<br />13"
<br />it
<br />,r
<br />13•
<br />Ir
<br />13•
<br />Ir
<br />lir
<br />Ir
<br />1r
<br />13-
<br />IJ'
<br />2 (BDrrQY)
<br />iJ•
<br />Ir
<br />13'
<br />fr
<br />1S•
<br />it
<br />13'
<br />is,
<br />1]'
<br />iJ•
<br />„ 1/2
<br />I tBO7T060
<br />Ir
<br />T3'
<br />1Y
<br />1Y
<br />Ir
<br />Ir
<br />13'
<br />13•
<br />Ir
<br />13•
<br />T3•
<br />Ir
<br />(TOP)
<br />IT
<br />,Y
<br />LT
<br />IT
<br />,r
<br />13-
<br />IT
<br />1T
<br />,r
<br />Ir
<br />11 1/1
<br />3 (0)S'-6•
<br />1212
<br />8 7/4'
<br />6 1/4'
<br />I1 t/Y
<br />t2 ,/2
<br />-
<br />-
<br />6 t/4'
<br />6 1/1.
<br />7 (BOTTOM)
<br />-
<br />-
<br />12 1/2
<br />6 1/4'
<br />6 1/4'
<br />2 1/2'
<br />2 1/2
<br />-
<br />-
<br />6 1/4•
<br />6 1/4'
<br />3 (WTTMO
<br />6•
<br />6'
<br />e'
<br />Nr
<br />r
<br />r
<br />r
<br />a•
<br />a-
<br />71/2.4
<br />(TPLESS
<br />a-
<br />S 1/Y
<br />a•
<br />or
<br />6 1/2"
<br />a'
<br />7 I/2'
<br />6•
<br />6'
<br />6'
<br />r
<br />4 CROP)
<br />6'_
<br />-
<br />e•
<br />-
<br />e•
<br />-
<br />Y
<br />-
<br />e•
<br />-
<br />6'
<br />-4
<br />(MORN
<br />e•
<br />i]`
<br />-
<br />e'
<br />-1r
<br />-
<br />B'
<br />-
<br />a-
<br />-
<br />e•
<br />-
<br />a•
<br />-
<br />4 (BOTTOM)
<br />_13
<br />Ir
<br />_ _
<br />13'
<br />13"
<br />_
<br />13,
<br />1S'-
<br />13"
<br />IS*
<br />Ir
<br />13-
<br />,r
<br />IT
<br />(TOV)
<br />u•-
<br />,r
<br />tr
<br />IS.
<br />it
<br />_ 1J•
<br />1J'
<br />13-
<br />,]•
<br />fi �/2
<br />(top)
<br />,J'
<br />13'
<br />1]•
<br />13•
<br />1Y
<br />tr
<br />13•
<br />_
<br />Ir
<br />IS-
<br />1r
<br />111
<br />S (GOMM)
<br />/3•
<br />,3
<br />tl'
<br />,3'
<br />tJ•
<br />t]'
<br />/r
<br />/3'
<br />13•
<br />tl'
<br />-
<br />13'
<br />11 t/2
<br />S (eoT7oY)
<br />,]'
<br />13'
<br />13'
<br />,Y
<br />t3'
<br />IJ'
<br />13'
<br />13'
<br />t3'
<br />1)'
<br />,Y
<br />_13'
<br />I]'
<br />6 (70P)
<br />13-
<br />1r
<br />,Y
<br />13'
<br />Ir
<br />,r
<br />1r
<br />13•
<br />13—_
<br />IS'
<br />13•
<br />11 In
<br />6 ROM)
<br />-^_
<br />6 ,//•
<br />6 1/4•
<br />6 1/�•
<br />6 1/4'
<br />—
<br />--
<br />-
<br />-
<br />e i/4'
<br />6 1/4•
<br />6 GOTT.-)
<br />_
<br />-
<br />6 I/4'
<br />5 1/4•
<br />6 1/4-
<br />6 1/4'
<br />_
<br />_
<br />_
<br />_
<br />6 1/4'
<br />a 1/4•
<br />6 0_WT.-)
<br />13•
<br />5•
<br />13'
<br />10 1/2
<br />Ir
<br />r
<br />13'
<br />r
<br />7 1/2
<br />5 In
<br />tr
<br />4 1/2
<br />1 (TOP)
<br />aS,-a,
<br />TO
<br />14'-4•
<br />13'
<br />6'
<br />Ir
<br />13'
<br />13'
<br />a 1/2•
<br />IS'
<br />6 1/Y
<br />9 1/Y
<br />6 1/2
<br />IT
<br />3 I/Y
<br />1 )
<br />TO
<br />•-S.
<br />,r
<br />7-
<br />tr
<br />IS.
<br />13•
<br />9 1/2
<br />1r
<br />9 1/2
<br />10 1/2
<br />7 112
<br />13"
<br />r
<br />1 5i_" 1)
<br />Ir
<br />7 In•
<br />13•
<br />13•
<br />Ir
<br />10•
<br />13•
<br />to*
<br />it'
<br />r
<br />13•
<br />6 ,/Y
<br />I (Sorrow)
<br />Ir
<br />1 a
<br />13•
<br />10 ,/
<br />13-
<br />T
<br />it
<br />7
<br />7 1/2
<br />S 1/2
<br />Ir
<br />4 1/2'
<br />2 (LOP)
<br />13'
<br />6'
<br />IT
<br />j U•
<br />Ir
<br />a 1/Y
<br />1Y
<br />16 1/2'
<br />9 in'
<br />6 1/r
<br />❑•
<br />S 1/2.
<br />2 (TOP)
<br />IT
<br />T
<br />,r
<br />13-
<br />13r
<br />9 1/2
<br />13'
<br />j 9 1/2
<br />10 1/I
<br />7 1/2
<br />Ir
<br />6 1/2'
<br />2 (BOTTOM)
<br />13•
<br />7 1/r
<br />IJ'
<br />13'
<br />Ir
<br />10•
<br />Ir
<br />10'
<br />11-
<br />0-
<br />13'
<br />6 1/2'
<br />2 (BOTIOY)
<br />13'
<br />7-
<br />IT
<br />13•
<br />Ir
<br />9 in
<br />,r
<br />9 1/2
<br />t0 1/2
<br />7 1/2
<br />•T
<br />6 tn•
<br />3 Crop)
<br />IT
<br />7 1/Y
<br />13'
<br />Ir
<br />13'
<br />10'
<br />Ir
<br />10'
<br />It•
<br />S'
<br />13'
<br />6 1/2'
<br />3 (TOP)
<br />-
<br />-
<br />12 1/2
<br />12 ,/2
<br />6 1/6'
<br />6 1/4.
<br />12 i•
<br />n
<br />6 1/4--
<br />-
<br />5 1/.'
<br />6 1/4'
<br />3 (BOTTOM)
<br />-
<br />-
<br />11 1/2
<br />t2 ,/2
<br />6 1/4•
<br />6 1/4'
<br />2 1/
<br />,2 1/2
<br />-
<br />-
<br />6 1/4'
<br />6 1/4•
<br />3 (BOTTOM)
<br />T
<br />3•
<br />6•
<br />5 1/2"
<br />r
<br />3 Ile
<br />r
<br />4'
<br />4 1/2
<br />3'
<br />6 1/1'
<br />3'
<br />4 (Top)
<br />7 1/2-
<br />r
<br />a'
<br />6•
<br />T
<br />4•
<br />e'
<br />1 a•
<br />4 1/2'
<br />3 1/2'
<br />6 1/2'
<br />3-
<br />4 (TOP)
<br />6-
<br />6•
<br />6'
<br />Ir
<br />S In-
<br />-
<br />17 1/2'
<br />(BOTTOM)
<br />6•
<br />e•
<br />IS.
<br />-
<br />a•
<br />-
<br />5 1/2'
<br />7 1/2•
<br />4 (B0TT01/)
<br />13'
<br />7•
<br />I3•
<br />it
<br />1r
<br />9 1/2'
<br />IY
<br />2 1/2.
<br />10 1/1
<br />7 1/2-
<br />it
<br />r
<br />5 (LOP)
<br />13"
<br />9 1/2'
<br />IT
<br />13.
<br />,3`
<br />to'
<br />IT
<br />to'
<br />,1•
<br />a-
<br />I3•
<br />a 1/2'
<br />6 (TOP)
<br />13'
<br />7'
<br />13'
<br />11.
<br />13•
<br />9 1/2-
<br />13-
<br />9 VY
<br />10 1/2.
<br />7 1/2•
<br />13•
<br />6 1n-
<br />5 (MOLDY)
<br />13,
<br />S in•
<br />Ir
<br />13-
<br />13'
<br />to,
<br />tr
<br />10•
<br />11'
<br />Y
<br />iJ'
<br />a 1/Y
<br />S (BOTTOM)
<br />IV
<br />5•
<br />13•
<br />10 ,/2
<br />13•
<br />7•
<br />IY
<br />T
<br />7 1/2'
<br />5 1/2•
<br />13"
<br />4 tn•
<br />6 (TOP)
<br />Ir
<br />r
<br />13'
<br />tr
<br />/3'
<br />A 1/2'
<br />i3'
<br />6 1/2'
<br />9 I/2'
<br />6 t/x•
<br />13'
<br />5 In'
<br />6 CROP)
<br />6 1/4'
<br />6 1/4•
<br />6
<br />6 t/{'
<br />a 1 4•
<br />6 1/.'
<br />6 1/4•
<br />-
<br />-
<br />-
<br />-
<br />B 1 4•
<br />6 1/4'
<br />4 TT.»)
<br />SEE OEET I I FOR ANCHORS COPE a SPACING FOR #WPUMCN6 INTO WOW FRYE a %M=
<br />• WMM ANCHOR SNC510S AND MPSWM EDGE 06LAJCE ARE NNCATED ON INK SCH DL E. FOR ED
<br />US, THAN MdGTm DN SCHEDULE REDUCE ANCOR SPACING a MLIOL"c SMCP6 Mom ON
<br />SCHEDULE W TI[ FOLUDIRl0 FACIDW FOR THIS OPCROION TO E POSSAKC. REDUCED SWAG
<br />OSTNMED 16NF, rAclas EAYLL NW E LESS THAN MINIMUM SPACING NO ATTO FOR EACH AHLIOR TYPE
<br />ON nE SCIENCE
<br />Iles-
<br />1/0.
<br />1/4'.
<br />1/4.
<br />11...
<br />1/4•a
<br />ANCHOR HYPE
<br />1,00011-
<br />_
<br />to w
<br />Pull
<br />asec-.AUN
<br />_
<br />rAu-IN
<br />temsm A colot PPACIO (h)
<br />3
<br />3
<br />2
<br />3
<br />2 1n•
<br />E 1/2
<br />NOCOM 0-3
<br />]
<br />31n•
<br />r
<br />]
<br />3,/r
<br />3
<br />MtMU BJN NUM
<br />3
<br />3 ,/r
<br />3 1x
<br />3 1n
<br />3 +/r
<br />AMA B= )Man
<br />FACTOR
<br />an
<br />am
<br />-
<br />-
<br />-
<br />sJo
<br />3 ' jr
<br />SPAgN(S ONLY VALID WHEN SPACER IS USED. SEE T j1 FOR MINX. AS.D.
<br />DE51(iN LOADS k MALL PNIEL WHEN SPACER � USED.
<br />D.W(j).
<br />O Or®
<br />j
<br />RMLLAL A
<br />A.S.O. DESION LOAD
<br />( �HPA EL
<br />40 PSF OR LESS
<br />a. -a.
<br />> 40 PSF TO 50 PSF
<br />V-2`
<br />> 50 PSF TO GO PSF
<br />5'-10`
<br />A MAX. PANEL LENGTHS ARE VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS k W/ SPACER AT 12 1/2' O.C.
<br />- ...._._.. _ _._ - - ANCHORS (SEE SECTIONS a ALTF]a411TIM ON SHEETS 13, 14. 15 k,a} --.
<br />�R-IA/13, R-2A/13, R-W14. R-18/13. 4-28/13, R-30/14. 3• MAX.
<br />R-IAW/15. R-2AW/15• 111-3AW/15. �R-fBW/i5, R-26W/15, R-31101/16. 1 TWIN--•
<br />T
<br />)
<br />L/2
<br />1/4"e-20.1• Ss. BOLTS W, 1©Ii 1'
<br />(USE FOR PANEL LENGTH O MAIL
<br />T 'oI OVER -67 PANEL LENGTH
<br />REGULAR 570FM PALL REGULAR STORLI PANEL (W/ OO.EIW MID PANEL LENGTH BOLT)
<br />i
<br />LIFE SAiET' ORM PA/El '', r-a' 0 t60A -N.0 V .f.
<br />(W/O OVERLAP YID PARER. LENGTH BOLT)
<br />A f - I/4'N-20`7 - USE 7-6' MIN. PANEL LOAM
<br />_ _ _ _ _ _ _ _ . _ _ .. _ AT ALL MOUNTINGS
<br />47
<br />S.S. ears-wAy(y
<br />AT EA. DVERIAP 1 , ,
<br />i.
<br />l
<br />1
<br />-- - -- - - 1-- ---�-. -Si5 NDicFHO[S -i-sfuD i-- ---•- -�----'---+ - -- ~---• � 6.
<br />LOCATION UTE SAFEIV
<br />(I. PANEL BOTTOM CORNERS O 1 ;
<br />D.M.. 3�.
<br />-ovERLAP--OVERLAP-
<br />or (� WING NUT AT _ E•MRIOR _ WINING NUT AT
<br />Y MA% LEER PANEL iCLRlprt PANEL J' iMli: 1 INSTAL ATONS ONLY VALID FOR WIND
<br />,' MIN. R-1A/13, R-2A/13, R-SA/14, R-t9/13, R-29/1& 4-30/14, 1' MN.I SPEED UP TO 170 m.v.h.
<br />R-tAW/15. R-2AW/15, R-3AW/l6. R-iBW/15. R-2BW`/15. R-3001/16.
<br />-- -- - - .. - -- - ----ANCHORS (SEE SECTIONS a ALTERNATIVES ON SHEETS 13, 14, IS &IS) _- --- ---- -
<br />+/a' MAY. GAP
<br />LIFE SAFETY STORM PANEL (I ELEVATION (t) - r"
<br />- O REGULAR 2.667' REGULAR
<br />SCALE 1 /4•.1' I
<br />STORM PANEL (MEWL m9w -I ON= vN.LM O STORM PANEL
<br />--' ---- E----------------- .- .--- -- -MAILCAP
<br />I
<br />LIFE SAFETY PANEL 'fl ; * :,► FLORIDA BUILDING CODE Non High vesicefty HUrr(can4
<br />EXTERIOR POOR) Te]QO, ra 24 GAGE GALVANIZED STEEL STORM PANEL WAs4'N`NN`'• �ORIDA 'tcey�
<br />LLC.
<br />ACTION A -A -N `K'-=1 C01«`. PROTECTION PRODUCTS, mn
<br />1..m
<br />W. 1snw
<br />SLUE 1/4'.1• :MrMeFIL W
<br />..Mamm PHae (Ea4)Eea-Rea to M4ISw-Stpr 20'
<br />- 7
<br />ITI
<br />INSTALLATION DETAILS
<br />INTO
<br />-
<br />WOOD EAN[R - 1I �e'OOD HHDIOER
<br />-RENARRED 4 = ,i,
<br />FOR LIFE SAFETY PANEL n
<br />WOOD STRUCTURES
<br />— -
<br />i-'
<br />_ t wOOD MACER I
<br />1fEWRED _ _
<br />MOOD HEIDEA
<br />1FEWptliD
<br />- 1 it
<br />1
<br />•/4•. TAFCO1
<br />._ ASICIHOR O 9' O.C. I ANCHOR • Y O.C.
<br />'I
<br />1 ICI' t//4.6 TAPCON •
<br />! 1 i,! '• �MCHOa 0 9. O.C. I I
<br />, 4'p T1PCC1
<br />OR 0 9. O.C.
<br />_c
<br />;�
<br />-02
<br />1/2• t/4' . , in• •
<br />MAX. I
<br />-. ,n' 1/4•
<br />.
<br />- tY61L-.
<br />1/1' 1/4•
<br />' .2.. I
<br />Wn.
<br />IMII.
<br />I I ?. � L'Z.
<br />I wn
<br />Nln I
<br />_. I I1
<br />Min.
<br />NIA1C
<br />I L I
<br />I
<br />Li Li
<br />Li
<br />1
<br />I Li U
<br />i
<br />FJa57ly(N�
<br />, l
<br />1Y Kt
<br />..' - - ,/.'r3a, _ a - _ �•... / : - n fAe0.n • EY p
<br />i fLlwitlLm w : �,
<br />W.M
<br />N Y
<br />r',• 1 y � n w
<br />1
<br />R
<br />1
<br />I
<br />I IaCM OO Y� 1 1 1
<br />1 I
<br />TaA55 a �-.
<br />P
<br />1' MAIL N
<br />R NK Q��1-ill
<br />ROS.
<br />I Low ellaER Y-4T
<br />1 Y
<br />1
<br />LEN.
<br />I 'EL
<br />- 6•
<br />1",
<br />PANa
<br />-ET
<br />--._
<br />I
<br />LENGTH
<br />-1i-. 6• (SFF
<br />N
<br />-- -- --
<br />--- - -
<br />R
<br />1 , PANEL HEROIN 1-
<br />----r.._. I(SEE ELEVATION
<br />SON SHEET 12) p I I
<br />ELEVATION�f.TH
<br />ON 12)
<br />• - - -
<br />9
<br />PANEL IEWGfH IIIr
<br />_. _ (SEE
<br />SHEET �
<br />1 72)
<br />ELEVATION
<br />SMEET 12)
<br />- -� t
<br />)
<br />I
<br />1' 16n.
<br />1
<br />I _ -
<br />_ __1
<br />a ---SEPARATION*- _.O
<br />; O
<br />1
<br />; 3 aF--SFtPARAIOI'1TION
<br />' 1
<br />�-1 G1A55.
<br />L/2
<br />j TO 1)1A55. 6.
<br />B
<br />; L/2; TO MASS.
<br />-- �i . 6'
<br />I
<br />; ® !
<br />6
<br />act 1?. ( \ - f °mot 1/3•
<br />I
<br />EO -
<br />' __ _.1. _ 1
<br />1
<br />1
<br />Fp -
<br />1 1 EI 1
<br />I I
<br />!
<br />-__ I eo VF'
<br />I M>cl
<br />1/ Y' •'
<br />Ii°u
<br />__�--_ - I
<br />1 -.
<br />%1 i! -
<br />2..• WOOD it
<br />.IPLAY
<br />,K act
<br />�r►- r
<br />IOSU��yAD YS
<br />IDLn wq9
<br />_ 1 14•N TAPCON , ' I - if 4•I TAIY.ON
<br />RECURRED ' I i �4'0 TAPCON 2•i4. I Opp .
<br />N !
<br />C
<br />{{
<br />' 1I:
<br />ANCHOR 6 9' O.C. ANCHOR 0 9' O.C.
<br />57AOGEREO W/ SNO II. STAGGERED W/ STUD
<br />ANClOR O 9` O.C. PLATE
<br />-, REQUIRED •
<br />, 451 tAPCON
<br />_JANC `V 0 9• D.C.
<br />;•II
<br />h N'000 , ... .. .. WOAD.
<br />PUATE
<br />4,
<br />II
<br />4EOUIRED EOUARED
<br />-Lis
<br />-
<br />ALTERNATNE R-1BYV
<br />O LJFf SAi'ETY P NEL
<br />WALL MOUNTINGS
<br />SCALE 3/6-1•
<br />iY1.81�L_CStlEL�
<br />wIUTAIL3AtlE13
<br />A. TIwT
<br />OIL
<br />WALL �N
<br />s�SCALE 3/6-1-
<br />Nam:
<br />1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN
<br />PRESSURE RATINGS (p.e.f) AND PANEL LENGTHS AS
<br />PER ELEVATION ON SHEET12
<br />�p
<br />EN '' •
<br />�' • '. s
<br />44167 :. £
<br />£
<br />3 * ; *�-�ia�*�_-�±:J�
<br />.q STATE 0- ;-`� •-- _
<br />FLORIDA BURRING CODE Non High Velocity Hurrieon@ Zone)
<br />eam 1a311Da RRG 24 GAGE GALVANIZED STEEL STORY PANEL Jr p.met, W
<br />/� GLOBAL PROTECTION PRODUCTS, LLC. IO pNp;
<br />(] Y O INO.
<br />2. FOR NEW WOOD EWE CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />DEHSfIY OF 0.55 OR EQUAL
<br />try-.
<br />sy 0A.' Fi0R10�.• �./+Z+7
<br />••• �Y /
<br />t .9m
<br />3w. is, tr iMr, w`MA, PwsA n aHs
<br />^-' 1-7 M',�M w w'-tul Hare (tK.Ses-7NL
<br />d-mm7is
<br />SE 51 FnIr
<br />Ois- rt aT3H
<br />FAX M pes-s rl 20-173
<br />NIA OMWRHO Ab'.
<br />w
<br />FFNI R
<br />M4TlR A 17LLR Ur.. P.[,
<br />eNI¢i 1! N is
<br />MAXIMUM_ A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL C1i INSTALLATIONS ATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 k 5)
<br />MAX. A."'
<br />PRESSURE
<br />RATING,
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MIN EO.
<br />PER SCHEDULE
<br />BELOW
<br />APPLICABLE
<br />�! lµr
<br />MAXIMUM
<br />LENGTH
<br />(n•)
<br />MAY. A.S.D.
<br />P
<br />(at1.)
<br />YMYIM(ME
<br />ANCHORS
<br />SPACING
<br />FOR MIN
<br />ED.
<br />PER SCHEDULE
<br />BELOWDESIGN
<br />HPPLIGIBE
<br />ro!
<br />comopll
<br />M.t,y,M
<br />LENGTH
<br />(R)
<br />TAPCON
<br />SOUR
<br />-SET
<br />PANIUMOE
<br />FINALE
<br />In(y.L1.j
<br />PANNE
<br />xAWC-ROAM
<br />CAIX-4N
<br />TAPCON
<br />SCUD
<br />-SET
<br />S
<br />PLUSZAMAC-/MRJi
<br />CALK-N
<br />A
<br />10
<br />TOL.
<br />TO
<br />m
<br />TO
<br />OMOKMMm
<br />a ION
<br />A
<br />10
<br />7D
<br />m
<br />TO
<br />-65
<br />TD
<br />.75. -75
<br />tr
<br />71
<br />Ir
<br />13'
<br />it
<br />lr
<br />13'
<br />Ir
<br />IT
<br />2
<br />1r
<br />,0•
<br />1
<br />S,-0,
<br />OR
<br />LESS
<br />.75L-75
<br />.I IS-1114
<br />]'
<br />S
<br />1]'
<br />t0 llr
<br />13-
<br />6 172
<br />lr
<br />77
<br />7 1/2-
<br />S 1/2•
<br />,r
<br />4 1/2'
<br />1
<br />6•-a'
<br />OR
<br />LESS
<br />I I
<br />13'
<br />it*
<br />IT
<br />13•
<br />IY
<br />IT
<br />13"
<br />Ir
<br />13'
<br />t2•
<br />13'
<br />to•
<br />I (BOnow
<br />13•
<br />6 1/r
<br />13•
<br />1Y
<br />,a-
<br />9•
<br />,r
<br />S'
<br />to'
<br />7 1/2"
<br />13•
<br />r
<br />1 (MOTION)
<br />,3'
<br />„-
<br />IS
<br />13'
<br />,]'
<br />13'
<br />13•
<br />,r
<br />13'
<br />12'
<br />13-
<br />to'
<br />2 MP)
<br />13'
<br />S'
<br />,r
<br />to 1/2
<br />13•
<br />a t/2•
<br />,r
<br />• 1/2'
<br />7 1/2'
<br />5 1/2•
<br />13•
<br />4 1/2.
<br />2 (TOP)
<br />tr
<br />I,
<br />,r
<br />Is-
<br />,T
<br />1r
<br />13•
<br />it
<br />/S•
<br />12'
<br />i3'
<br />10'
<br />t (BOTTOM)
<br />U'
<br />r
<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 Ile
<br />2 (BOTTOM)
<br />IT
<br />It-
<br />13•
<br />13•
<br />13`
<br />1r
<br />13•
<br />,r
<br />73•
<br />72•
<br />13•
<br />W
<br />1 (TOP)
<br />13•
<br />7•
<br />13•
<br />Ir
<br />13'
<br />9 ,/Y
<br />tr
<br />9 1/2'
<br />10 1/2
<br />1/2•
<br />jr
<br />1
<br />6•
<br />3 MP)
<br />12 In
<br />12 ,/2
<br />6 1/a•
<br />6 1/4'
<br />2 1/2.
<br />12 1/2
<br />-
<br />-
<br />6 1/4•
<br />6 1/.•
<br />3 (BORIA)
<br />-
<br />-
<br />12 1/2.12
<br />1/2
<br />0 1/4•
<br />6 1/4-
<br />12 1/2'
<br />6 1/4'
<br />-
<br />-
<br />0 1/4•
<br />6 1/4-
<br />3 (BORON)
<br />I'
<br />6•
<br />6•
<br />e•
<br />6 1/2-
<br />T_
<br />S'
<br />a'
<br />4 1/2'
<br />4 CTOP)
<br />r
<br />Y
<br />Jr
<br />5 1,-
<br />T
<br />3 f/_T'
<br />Y
<br />4'
<br />4 1/2-
<br />T
<br />6 tn'
<br />_Y
<br />7 1/2•
<br />T_(TOP)
<br />e•
<br />-
<br />e'
<br />B•
<br />a-
<br />-
<br />e'
<br />-
<br />4 (BOTTOM)
<br />!'
<br />-
<br />e 1/2•
<br />-
<br />0•_
<br />-
<br />Y
<br />-
<br />5 I/2•
<br />-
<br />-
<br />4 (BDIIOY)
<br />13-
<br />13•
<br />IT
<br />Ir
<br />13'
<br />IT
<br />tr
<br />_
<br />12_
<br />13•
<br />to'
<br />5 (TOP)
<br />_
<br />1Y
<br />a 1/2'
<br />IS-
<br />Ir
<br />,r
<br />r
<br />,J'
<br />9'
<br />,0'
<br />7 In-
<br />IT
<br />6'
<br />IS'
<br />,t•
<br />1]'
<br />t3'
<br />IS'
<br />13'
<br />i]'
<br />lY
<br />IJ'
<br />tI'13'10,S
<br />MOION)
<br />13'
<br />T
<br />13'
<br />ta'
<br />Ir
<br />9 t/Y
<br />13'
<br />9 I/2'
<br />f0 I/2.
<br />7 t/2'
<br />t3'
<br />6'
<br />)13'
<br />FIF
<br />„•
<br />i3•
<br />13•
<br />,S•
<br />-,!=
<br />13•
<br />lr
<br />1J'
<br />,Y
<br />,r
<br />to-
<br />6 CHOP)
<br />13•
<br />5'
<br />U'
<br />,O in
<br />,S'
<br />S ,n•
<br />..1r
<br />0 1/2-
<br />7 In•
<br />5 1n•
<br />IS'
<br />• ,n'>.66.
<br />-
<br />--
<br />a I/-,
<br />a 1/4,
<br />0 1j4,
<br />6 1/4•
<br />-
<br />-
<br />-
<br />e 1/4•
<br />5 1/4-
<br />6 DIGIT" )
<br />-
<br />-
<br />6 1/4•
<br />1 1/4'
<br />6 1/4'
<br />6 1/4=
<br />6 1/4'
<br />6 Ile
<br />-�
<br />-
<br />6 1/4-
<br />a 1/4')
<br />I)•
<br />7 in
<br />lr
<br />,s"
<br />,a•
<br />IT
<br />,r
<br />1tY
<br />t1-
<br />a'
<br />t3•
<br />6 1/2
<br />1 (TOP
<br />>S,-0,
<br />TO
<br />B-0•
<br />it
<br />5'
<br />13'
<br />10 1/i
<br />1r
<br />6 IF'
<br />1)'
<br />a ,/Y
<br />7 t/2'
<br />S 1
<br />Iy
<br />a 1/2•
<br />, clop)
<br />>5'-C
<br />TO
<br />r-6•
<br />13"
<br />7 t/7•
<br />13'
<br />13'
<br />13'
<br />to t/2
<br />13'
<br />t0 1/2"1
<br />I/2"
<br />1'
<br />13'
<br />7•
<br />1 (BOTTOM)
<br />Ir
<br />5 t/Y
<br />13'
<br />Ir
<br />Ir
<br />9•
<br />13,
<br />9•
<br />to'
<br />7:/2
<br />Ir
<br />6•
<br />I (BOTTOM)
<br />13'
<br />7 1/2'1
<br />it
<br />1 13'
<br />lr
<br />to'
<br />13'
<br />10'
<br />It'
<br />I'
<br />13•
<br />6 1/2•
<br />2 (OOP)
<br />_iT
<br />S•
<br />13'
<br />10 1/2',IT
<br />6 1/2•
<br />13'
<br />6 1/r
<br />7 ,/2'
<br />5 /2•
<br />13•
<br />4 1/3•
<br />2 owP
<br />13'
<br />7 1/2'1
<br />,r
<br />I tr
<br />13'
<br />10 1/2
<br />13'
<br />10 1/2
<br />11 1/2'
<br />a'
<br />t3•
<br />7-
<br />2 (BOTTOM)
<br />Ir
<br />r
<br />,Y
<br />13•
<br />IS'
<br />9 1/2'
<br />Ir
<br />9 ,/r
<br />10 1/2
<br />7 7/2'
<br />13'
<br />6 1/2"
<br />12 (BOTTOM)
<br />13•
<br />7 1/2'
<br />13'
<br />1 13-
<br />IT
<br />10 1/21
<br />13•
<br />10 1/2
<br />,1 1/2-
<br />S'
<br />1r
<br />r
<br />3 (TOP)
<br />'r
<br />7-
<br />Ir
<br />1 IS.
<br />Ir
<br />9 1/2•
<br />it
<br />➢ t/2.
<br />10 1/2
<br />,7 1/2•
<br />IT
<br />a"
<br />3 (TOP)
<br />2 1/2.12
<br />Ilr
<br />6 1/4'
<br />6 1/0-12
<br />1/2.
<br />6 1/4•
<br />-
<br />-
<br />6 1/4•
<br />6 1/4.
<br />3 (BOTTOM)
<br />-
<br />-
<br />2 1/2
<br />12 1/2
<br />6 7/4'
<br />6 1/4'
<br />12 1/2'
<br />6 1/4•
<br />-
<br />-
<br />6 1/4.
<br />6 1/4'
<br />3 (WITCH)
<br />7 t/2'
<br />S 1/2"
<br />e•
<br />6'
<br />7 1/Y
<br />.'
<br />1"
<br />• i/1'
<br />S'
<br />] 1/2-T
<br />Y
<br />♦(TOIL
<br />7'
<br />r
<br />r
<br />5 i/2'
<br />7'
<br />] 1/Y
<br />C
<br />4•
<br />a t/1'
<br />J•
<br />6 in'12
<br />1/2'
<br />{ (TOP)
<br />r
<br />-
<br />a•
<br />-
<br />6•
<br />-
<br />e'
<br />-
<br />6'
<br />-
<br />r
<br />-
<br />4 (BOTTOM)
<br />Y
<br />-
<br />B In-
<br />-
<br />6'
<br />-
<br />6'
<br />-
<br />5 1/1•
<br />-
<br />Y
<br />-
<br />4 (BOTTOM)
<br />,r
<br />7 1/r
<br />13'
<br />IY
<br />,a'
<br />10 1/2
<br />13'
<br />10 1/2
<br />11 1/2
<br />a•
<br />13•
<br />Y
<br />5 (TOP)
<br />Ir
<br />5 1/2-
<br />13-
<br />Ir
<br />IT
<br />9'
<br />13-
<br />➢-
<br />to-
<br />7 1/2'
<br />,3-
<br />6•
<br />(TOP)
<br />13'
<br />7 1/2'
<br />13'
<br />,r
<br />13'
<br />10 1/1
<br />13'
<br />10 1/2-11
<br />1/2•
<br />e'
<br />13•
<br />Y
<br />8 (BOTTOM)
<br />IT
<br />7'
<br />13•
<br />13•
<br />13'
<br />1 1/2'
<br />13'
<br />9 1/Y
<br />10 I/2-
<br />7 1/2'
<br />,]'
<br />6'
<br />S (BORON)
<br />I
<br />7 1/2'
<br />13•
<br />13•
<br />13•
<br />10 1/2
<br />1r
<br />IC t/2
<br />11 t/
<br />p•
<br />1r
<br />7'
<br />a COOP)
<br />IY
<br />S•
<br />Ir
<br />13"
<br />6 1/2•
<br />IT
<br />0 1/2'
<br />7 'Ir
<br />5 1/2•
<br />IS'
<br />♦ t/Y
<br />IMP)
<br />6 1/4'
<br />6 1 4'
<br />6 1 4'
<br />5 1/4'
<br />6 1 t
<br />6 1/4'
<br />6 (eDTT.•-}
<br />-
<br />0 1/4•
<br />6 1/4'
<br />6 1 4•
<br />6 1/4'
<br />_
<br />-
<br />-
<br />-
<br />6 1 4'
<br />6 1/4•
<br />6 (BOLL*•
<br />116E DW 11 MR ANL1OE TYPE a SWCINO FOR NW-4^Tos Mm WOOD HMVE sus-Im.
<br />• YINWW ANCHOR WACO= NM MIMMUM EDGE 06WiCE ARE N WAIN ON INS SCHEDULE MR EA
<br />LE35 It" VEICAxo ON SCIRDKE REDUCE ANCHOR SPACING W NULTIPLYING SPADING SHOWN OM
<br />SCIiOUE K M FoL. NC rAC1oR Foe THIS OPERATION 10 E POISKL REDUCED 94CM
<br />OBTA M USING FACTOR MULL NOT E LED TWA LMMNM SMCMNO PONGOED FOR EACH ANCHOR IWt
<br />ON TUN SOHEDULL
<br />�-49
<br />�ljs
<br />N 1
<br />ANCHOR 1TP[
<br />EMI
<br />IMD-W
<br />Iue,
<br />-
<br />ZAw0-%wAA
<br />-
<br />HYu-P�
<br />ISM ANCHOR SPACIC 0.)
<br />3
<br />3
<br />3
<br />3
<br />2 t/l
<br />t ,/3
<br />,AIIaRR4p OR)
<br />3
<br />]71
<br />Y
<br />3
<br />D,n'
<br />I
<br />OwANC"1 OM
<br />3
<br />a'Ir
<br />a7/Y
<br />71/2
<br />],/r
<br />AMA ■■ Down
<br />FACTOR
<br />On
<br />= fin
<br />Oil
<br />..
<br />e3v
<br />-
<br />-
<br />-
<br />9a5
<br />3•
<br />O.O
<br />0.n
<br />-
<br />Les
<br />LuM af3
<br />- _ _
<br />•• SPACINGS ONLY VALID WHEN SPACER 6 USED. SEE Tf�BIE /1 FOR INN(. A5.0.
<br />DESIGN LOADS k MAX. PMlEl WHEN SPACER e9 IS USED.
<br />1/4•e TAPCON_-- - -. ._EXISTING pouew
<br />ANCHOR O 9 D.C. CONCRETE OR
<br />CONCRETE REQUIRED BLOCK"Um I)
<br />E.D.•
<br />M
<br />a
<br />EXISnNS-0
<br />GLASS +
<br />N
<br />n
<br />II
<br />u
<br />p
<br />UME1;I
<br />s
<br />"0. OEM LOAD
<br />MA WNI PANEL.
<br />LDIGEH
<br />40 PSF OR LESS
<br />8'-6•
<br />> 40 PSF TO 50 PSF
<br />6'-2•
<br />> 50 PSF TO 60 PSF
<br />V-10'
<br />A MAX. PANEL LENGTHS ARE Y VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS k W//" SPACER AT 12 1/2- O.C.
<br />INSTALLATION DETAILS
<br />INTO POURED CONCRETE
<br />1/4-e TAPCW_ CORED
<br />FOR LIFE SAFETY PANEL C)
<br />OR CONCRETE BLOCK STRUCTURES
<br />1/4•0 TAPCON POTTED
<br />_ ._p(IBnNG
<br />ANCHOR 0 9' D.C.NCREIE OIH
<br />_ .i)uSTYYG
<br />ANCHOR 0 9'-O.0 CbNCREiE ON
<br />/
<br />•' WRCRETE BLOCK
<br />tEpNMRED.
<br />CONCRETE BLOCK
<br />REOUIRIED.
<br />-
<br />r
<br />A
<br />1
<br />I
<br />ED.•
<br />1
<br />1
<br />1
<br />p Y Wn.
<br />M
<br />{--
<br />"E'PARATE
<br />t/•Y20M 5o TO G1AS
<br />u .K.19fAA/f"
<br />f t 6E is iwa M
<br />I Low. Oat r-0) Y
<br />I p
<br />L
<br />tl
<br />I
<br />1
<br />i• M-
<br />I PANEL LENGTH M
<br />(SEE HET 12)ION n
<br />ON SHEET 12I 1
<br />-SEPARATION- j B
<br />TO BASS. I
<br />e:
<br />r
<br />I
<br />1
<br />I
<br />1 O
<br />I
<br />/ - T _ -tK min •
<br />Au
<br />i
<br />I
<br />L MAIL.
<br />6' PANEL LENGTH
<br />I (SEE ELi1W11DN
<br />W
<br />SHEET, , 7
<br />I
<br />i 1
<br />t/2
<br />ED• ED• ! 1
<br />I I ( I
<br />) 0
<br />1/4'I TAPCON �._1/4'P TAPCON
<br />ANCHaR 0 9' O.C, ANCHOR Si 9' D.C.
<br />DMNG POURED CONCRETE OR EXISTING POURED CONCRETE DR
<br />CONCRETE BLOCK REQUIRED.-EDWREfE BLOCK REQUIRED,
<br />Sf 110N R-1A
<br />O REGULAR PANELS O PANEL
<br />WALL MOUNTINGS
<br />SEEM IS • ,e FOR ANCHORS
<br />ANpgl 11P[
<br />/4•P
<br />-��
<br />TYPE a SPACING FOR NSTAUA7arE WF10
<br />SPA
<br />WOMAN, ANCHOR I(I
<br />3
<br />wooD A B
<br />MINIMUM CRSANDIH
<br />NiNM6M
<br />WWsArMO. 1nNj)
<br />]
<br />CORDotHa` I'm MO. COAs7EDNONHA
<br />•AEDULL E—ea,
<br />A
<br />ON SCEDULE REIUCEANCHOSPACING
<br />I'll O.W w ass, 00
<br />3
<br />W MULTIPLYING SPAOO SHIONIN ON
<br />SCHEDULE BY THE FOLLOWING FACTORS
<br />AgIK R �@ (t•
<br />FROIOIE
<br />TL]e
<br />FOR n6 OPERATOR TO K FOSWRL
<br />REDUCED SPACING OBIAKED USING
<br />FACTOR SWU NOT K LESS THAN
<br />--.. ..._ 2_1,r
<br />-
<br />weMRlY 704M wOCAIm FOR LRCM
<br />OME ANCHOR TON THIS 9ORLL DE
<br />- -- - - -
<br />OJ0
<br />BUILDING
<br />1/4.0 TAPCC61 AN _-- IAOIDIED
<br />CHOR 0 9 O.C-
<br />. - OR
<br />EP• E0e %
<br />n 1 1' Min.
<br />EX6TBy.41 I .1-20,• EX67p�.BLL - OP QASSO
<br />_
<br />T - iL aoJsQ N;L/dS _
<br />GLASS N _ f ./ -. J
<br />Y
<br />a B
<br />Un) •L• MAX p
<br />_ PANEL UDKRH
<br />_.._ � - (SEE ELEVATION 0 C
<br />__ Y Yin. I ON SHEET 12) IL B
<br />p-SEPMI B
<br />IT t0 GLASS,
<br />I
<br />IT
<br />IT 1 O IF )
<br />U2
<br />t 4
<br />E.O• , 1 E.o • / fi
<br />1
<br />I l
<br />L ED [ r f -...
<br />EQ t - `N/S. HEX LEn° Ns.
<br />min ■nag
<br />• 2 , ac
<br />_ , /4'9 IAPCON
<br />ANCHOR a S• O.0
<br />EXISTING POURED CONCRETE OR
<br />_
<br />SE0N. R -CONCRETE BLOCK REQUIRED
<br />O R G�UtQAR-- PAILS
<br />WALL MOUNTINGS
<br />NHnRMha semi 3/6-1,
<br />Hurricane
<br />I
<br />I
<br />1
<br />O
<br />I
<br />f'r. 1-
<br />I
<br />1/.1-3Or1'
<br />_.1i.5 Eln ■,L�
<br />AEA OWRI�
<br />1
<br />I
<br />7• MAX.
<br />-
<br />7 6- PANEL LENGTH
<br />1
<br />(SEE ELEVATION
<br />1
<br />ON SHEET 12)
<br />_ l
<br />1
<br />I
<br />1
<br />.
<br />6'
<br />EQ
<br />E0; -
<br />IErD• Na
<br />-MIS
<br />w
<br />MIS W
<br />12
<br />I/4'e TAPCON
<br />EXISTING POURED CONCRETE OR
<br />..CONCRETE
<br />BLOCK RECURRED.
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL
<br />INTO WOOD STRUCTURES
<br />- I I _;=ACE, - I w MEAGER
<br />MD
<br />I i 1 4'e 7APCON 1 4•e 7APCON
<br />I: •I O•'O.C. e 9' O.C.
<br />I !
<br />I _.
<br />,/2• 0/4. 1/2• rl/4.IL
<br />! M- ----
<br />2 oil
<br />Mtn 1'!' I IS I '.
<br />I I
<br />1 O p 1 1
<br />OBI•
<br />1
<br />Ezsn p i ..-m, 6 t.5. qis r
<br />ED.a 1 : �':
<br />GLASS p : , �p n w f
<br />x.
<br />♦I
<br />It _ I USHOW CRY r-n n' �S x • I
<br />x 1 R I I 9.' MAX
<br />II _ L 1• MAX, l._ --_ '-_-..TS __ _ 6. PANEL LENGTH
<br />I
<br />It I PANEL LENGTH N ) (� G"AnDh
<br />(pOEDi
<br />0._:�.-
<br />- -_-'- -- SHEET N - I--- -- ON SHEET 12)
<br />-T_
<br />A I
<br />1111
<br />11`-SFPAMTION- I p- -- ie,
<br />TO GLASSI O Ou---SEPAunoN
<br />it
<br />1 L/2 IL x L0 GLASS. 0.
<br />1
<br />i ® ��
<br />�•- r i �I e q Vl oG � 1 • 'a 1/P 00
<br />1 -
<br />1 ) 1
<br />._
<br />FA ( _ _L_ __1 EO
<br />/ I
<br />woof. WOO-0 -
<br />PLATE (j' PU2x4T;
<br />RECURRED _. 1/4•0 PANELWiE PLUS REQUIRED 1/4.0 PANELIATE PLUS
<br />• - -
<br />ANCHOR 0 12 1/2' O.0 ANCHOR 0 12 1/2. O.C.
<br />ALTERNATIVE I!-3� ALUVFE S I�tM
<br />• REGULAR j;(M� O LLSAFETY PANEL
<br />H,,HIIIININ A
<br />WAU WUNTINQ �Ea it[il
<br />SCALE 3/9-1• ✓
<br />a 44167 FLORMA BUILDING CODE (Non HI h Voloctry NuMcOne Zone
<br />L * * eam0'1310O. 4c 7A.
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.SA. STATE OF :.v? 24 GAGE GALVANIZED STEEL STORM PANEL dkee, a„
<br />DESIGN PRESSURE RATINGS (P.e.f) AND PANEL ( R ���
<br />'P F O - _-.. L PROTECT PRODUCTS, LI.C. m yT
<br />C O
<br />LENGTHS AS PER ELEVATION ON SHEET 1L ■p`pE INc
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD S/ONAI E� / ���i.JZi7 • ■e am SJt. 6, 511w
<br />A M ew A ,O Mea A mM ON,E. R =14
<br />AAl11NMHM1„" 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC / m-MAN r.: (PAR M1-,4P R101e (SSH)tIe-76.5. 1- (w
<br />OENSRY OF 0.55 OR EQUAL OL-OOOe7,S
<br />P[ 9EA/SIONT1aWJMA PALTER A TRW A., 11 Y+ ,r
<br />am 14 or Is
<br />-6-P
<br />Q�
<br />N
<br />(V
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<br />L_
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<br />W
<br />(�
<br />0
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<br />CV
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<br />CU
<br />LLI
<br />Q
<br />Z
<br />Z
<br />Q
<br />J
<br />SHEET NO.
<br />SH 1.4
<br />
|