|
D CLOSURES DETAILS FOR INSTALLATION IN PQ98ED CgNCRETE
<br />C,QNCRETE BLOCK OR WOOD STRUCTURES• VALID FOR REGULAR LIFE
<br />SAFETY E-Z HANG STORM PANEL SYSTEMS
<br />-� �' "'�- i�7 •VY OR ! �Old.C1RTE BLOC! OR 2' .x 3' %,6B}' d1W H-14Aq_t?
<br />i 1 .nL WOOD Ffthl .0-76 At{{11 CONE, µ,W,t.
<br />& REQUIRED
<br />ANGLE will Ile# A 117/ "
<br />Yl2" � a 12" O.C. ,
<br />f 3 TRITON
<br />`
<br />POIFRm ODNCtETE CONCRETE
<br />F BLOCK qR 2.4, W0�� 33�
<br />00 PAME ~ CONCRETE �af �• ' 1NAN04OR O 124.O.CP / T L- f5' REODIRFD 2 i 2
<br />2k4' WOW FTMlEED :4k dry OR�I Utn ', ruLf AM'E2.. u
<br />ik-o-„i CAP
<br />z
<br />(•..a
<br />CLOIN- .i
<br />i
<br />2' . 2' s ABC' 70 ALIERN,E [EG IDCAT10N
<br />+ 2' v 5` i A55' CORE
<br />LUMM/10
<br />ALUM. AWLE OR
<br />OBO'al@5-•N7546N4 PPOURED CONCRETE. ODWRM
<br />4 .1 (.... T'MERE. ALUM. BElO' PLATE .': 910Ck. OR ne WOOD' FDANE2• X x -
<br />3 DS OR
<br />8063-T$ Ai1GY \1 2-
<br />COIN.MUM.. AWE M wN
<br />s� ,s �as>s� ax CAP
<br />.ewes s s r
<br />if4. 4 eDL>: ;,4' • . DIY
<br />O 12" O.C. 3YO9-nr+O ill ALLOY
<br />W/SACNNUTOwIt A " All
<br />CASE A (PLAN) CASE B (PE. ) CASE C (PLAN) CASE D (PLAN)
<br />SCALE 1/4"-i' SCALE I/e-l- SEMI 1/4'+.1' SCALE
<br />OR B.Cro PANDUMAIE
<br />_
<br />1,
<br />Nw- „I sNG1�TOM OA4 `PEMALE N. VaWil 66t.
<br />.-,.:. :?Y f OR rAA1FaAiAtF S
<br />_ (I "I 2'+4` WOOM - AS dI OF OPENING ;' SCHEDULE :DIN SHEETS 9. ..
<br />2,5JS POURED E BLOCK
<br />- Ill PANEL CONCRETE 6lDCK 2R VARNS� � � �1I TR,WE NEQ1tttE6 j A4 APPLIG,1Bf r l0 ! 1 F)
<br />OVERLAP BEYOND rw WCOO Ffl x.• S wm:
<br />OPDNIlC WIDTH) - PWRFD CONCRETE, CONCRETE REICARED
<br />`• y. �
<br />BLACK OR 2'.e WOW FRAME 1
<br />+� REAUMIV
<br />^• 1`eENT Wl AMC>10REq iRlONt k
<br />VARIES ORlow
<br />F RALLELTO
<br />5 AAw WALL (WE CM ENDPAFAKW
<br />X aal DISTANCE •',� '-� I�7 M,CK
<br />( " .....� CAE G (PLAN)
<br />�M
<br />......•fSCALE 1/4'er
<br />G.........
<br />11
<br />.IA/nA'1GENst'(I'F' VALID FOR DIRECT MOUNT INSTALLATION ONLY k
<br />e,,✓� ;✓�
<br />CERSt#'ff, 0 PANEL, INSTALLATION AT WALLS W/
<br />- • No44167 SURFACE LEVEL VARIATIONS WITHIN 3/4'
<br />FLORIDA BUILDING CODE Hon. High Velocity HUrc(Ccns Zone)
<br />CASE E (PLAN) CASE F LAN) Z d F F f wmD naA� It 24 DACE GALVANIZED STEEL STORM PANEL I.P.
<br />aRNW+er:
<br />SCALE 1/4--t' SCALE if4'=t` - ,e` tORtDP' •-�y�+uA
<br />�rs� .'cf m
<br />ljs/m
<br />� L i G o ... GLOBAL. PROTECTION PRODUCTS, TLC. oal
<br />Iy�4YFt
<br />,
<br />Fe,ey -t2d +600 S.W. 6i 6Y%i7
<br />HYt T4Uf Q k LttaFHwRLNO OOM ONAl M_ 3M14
<br />arA aR. a, - 3v. w4.w NwnT.. a 20-175
<br />d Hers . flm7 nH-MM , r. i4NF n,-.mt P1ONFa {I94j.F9-76.6, Il (Wx)twW-67O7
<br />P.E Sdf. BNnINE/DATE tit,
<br />De A iLU ir„ PA; m M7:1.2 61REf $ JK 16
<br />4i1
<br />MAXIMUM i DESIGN PREMBE BEING (pil AND CORRESPONDINQ MAXIMUM ANCHOR SPACING
<br />SCHEDULE EOR REQULAR STORM PANEL In INMALLATION5 INTO WOOD MUCTURES
<br />(VALID ONLY FOR PANEL 1)INSTALLATIONS AS PER ALTERNATIVE'S iW THRU 4W, ON SHEETS 5 & 7)
<br />MAX. AS.D.
<br />DESIGN
<br />PRESSURE RE
<br />_. MNRMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7
<br />-
<br />APPLICABLE
<br />I1 TIOlr
<br />I & Ml
<br />C�OAF THEM
<br />MAXIMUM
<br />PANEL
<br />TH
<br />LENGL.
<br />tn.)
<br />YAPCON
<br />LOG SGRESY
<br />PANEUAA7E
<br />FEMALE tD
<br />PAJHELMATE
<br />PLUS
<br />WOQO Bli$NBNG
<br />13'
<br />it
<br />Ir
<br />tar
<br />tr
<br />1w (TOP)
<br />13`
<br />is"
<br />Ir
<br />13,
<br />Ir
<br />1W (BOTTOM)
<br />6 1/2'
<br />8 1/2-
<br />8 1/2'
<br />6 1/2,
<br />0 1/2"
<br />-
<br />(5DP)
<br />_
<br />-
<br />8 i/C
<br />12 1/2"
<br />6 Ile
<br />w wa,-)
<br />Ill
<br />OR
<br />LESS
<br />B"
<br />_
<br />JyY_
<br />13`
<br />13'
<br />_
<br />- Ir
<br />13,
<br />__
<br />it
<br />W crop)
<br />+45 -45
<br />OR
<br />LESS
<br />T
<br />l 3
<br />13'
<br />iJ'
<br />r3'
<br />13'
<br />W (84TT01N}
<br />73
<br />is`
<br />13'
<br />13•
<br />8 1/2'-
<br />Yt (RW) -
<br />_
<br />13' �
<br />13,
<br />13,
<br />13'
<br />6"
<br />tw (9o5TgM.
<br />6 i/2'
<br />6 1/2-
<br />6 If2-
<br />6 1/2'
<br />8 SfY-
<br />(T%
<br />_
<br />4'
<br />1 i "
<br />1 4"
<br />>5'-0'
<br />4 T/2'
<br />e
<br />6 1/2"
<br />6 1/2"
<br />-
<br />(-)
<br />14'-4'
<br />4 1/2-
<br />/2
<br />_
<br />4 i "
<br />f2
<br />7"
<br />7`
<br />-
<br />3N DNDTTDM
<br />10 T/2"
<br />9 1/2"
<br />12`
<br />12"
<br />44W
<br />(ESP)
<br />13"
<br />73"
<br />13'
<br />13"
<br />B i 2'
<br />f
<br />4W BOTTOM
<br />(BOTTOM)
<br />• SEE,' TAME jit FOR MAX. AS.D. DESIGN LOADS & M4X. PANEL LENGTi4S. WHEN SPACER IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX. Ill
<br />DESIGN
<br />PRESSURE
<br />MAXIMUM ANCHORS SPACING FOR CD -: AS SHOWN ON SHEETS 6 #e 7
<br />APPLtC4i31EMAKAILM
<br />TO
<br />IS Is ANY
<br />OC ifOH
<br />-EL
<br />LEHL 1H
<br />(H-)
<br />TAPCON
<br />LAG SCREW
<br />-
<br />PANEEAMTE
<br />FEMALE to
<br />PANE(MATE
<br />PLUS
<br />WOOD BUSHING
<br />13`
<br />tr
<br />13,
<br />Ir
<br />17
<br />fW OPYI
<br />13'
<br />13'
<br />Iw (IXOTTOM
<br />6 1/2'
<br />5 1/2'
<br />2W (TOT')
<br />-
<br />-
<br />6 1/4'
<br />12 1/2-
<br />8 1/V
<br />2W (9DT,•)
<br />5' '
<br />B`
<br />}
<br />ifSS
<br />- 7 12"
<br />l
<br />6'
<br />5`
<br />13-
<br />Ir
<br />_ Ir
<br />1r
<br />Ir
<br />Tt
<br />445 - 4b
<br />To
<br />+75. -75
<br />13'
<br />1 T
<br />it
<br />i 3
<br />13'
<br />4W (BOTTOM )
<br />13,
<br />tr
<br />13`
<br />13,
<br />TO"
<br />1W (TOP
<br />1r
<br />13`
<br />13-
<br />r3'
<br />8 e
<br />Ile
<br />(BOTTOM)
<br />W iBG 3
<br />6 tf2"
<br />6 1/2"
<br />-6 1/2".:
<br />6 1/2'
<br />6 1/2'
<br />2w (10P))
<br />-
<br />-
<br />5 1/4"
<br />12 1f2'
<br />6 Ife
<br />2W (BIT`)
<br />> i
<br />To
<br />4 1/2`
<br />1 51
<br />7 Ill'
<br />7 112"
<br />-
<br />3N ('ol
<br />s" ..
<br />5 i -,
<br />f 2
<br />$"
<br />s°
<br />(BDT
<br />SW ON.
<br />I
<br />1J•
<br />12"
<br />13'.
<br />13
<br />5 1/2"
<br />W (EDP)
<br />13"
<br />13
<br />13'
<br />1Y
<br />To'
<br />4W (6YATOM)
<br />• SEE TABIF 11 FOR MAX, ALSO DES" LORDS & Ni PANEL LENGTHS WHEN SPACER A IS
<br />USED, CMESPONi ONLY TO ALTERNATE 2W ON SHEET 6
<br />im"
<br />/1 a
<br />Il5,0. OEM LOAD
<br />MAMN ,MIEL P
<br />LENGTH
<br />40 PSF OR (MESS
<br />W-8"
<br />> 40 PSF TO 50 PSF
<br />W-2'
<br />> 50 PSF TO 60 PSF
<br />5,-1 OF
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MANE FpA&LE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ 8 SP4HMfM.)-1/2• O.C.
<br />INSTALLATION _DETAILS FOR LIFE SAFETY PANEL (1
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRU TURES
<br />1/4-I TAPCON _ RING POURED 1/4-0 TAPCON 91STING' POURED
<br />ANCHOR 9 B`-O.C, ..... �ETE OR ANCHOR 9 9 0 C CoM6RETE OR
<br />CONCRETE 8=9 Y, CONCRETE BLOCK
<br />yY REOUYRED, ",'( REQUIRED.
<br />FAA)
<br />011
<br />1 1' AtoA,
<br />PANEL H
<br />ELEVATION
<br />VATI
<br />N
<br />ON 94MT T1W
<br />Eq • j�
<br />EXISTING PQUREDI
<br />CONCRETE OR � - i _.
<br />CONCRETE BLOCK { 'E
<br />REOUINED..
<br />r: I
<br />,4
<br />_. 1
<br />..1114
<br />PANEUMPam_ -
<br />A}iCFWR 9 12 TE t12, 0,6.
<br />SEE SEES 15 k 18 AN FOR CIOR5 TYPE & SPACNW FOR
<br />06UUAIM NM "M "AE ,
<br />MWRINM AMEMOR SPACINGS AND Nbli fTYf. DISTANCE
<br />ARE DWC ARo DIN THIS SCM.Il FOR C.O. LESS THAN
<br />INDICAM UN SCHEDULE KM= ANCHOR SPAMW BY
<br />MWIP I'Ma SPACLNO SHOWN ON SCHEDULE BY THE
<br />FOLLOWON, FACTORS. FOR TINS OPE➢AWN TO BE POSSRR£,
<br />REDUCED SPACING OBTAINED Ull FACTOR SHALL NOT BE
<br />LESS DIAN AWAKW SPWJRQ IDCAIED FOR EACH ANCHOR
<br />TYPE ON THIS SCHEDULE.
<br />Ile.
<br />I/e.
<br />Liam TVK
<br />-_
<br />UpoyN
<br />PA> X#A
<br />well Awl 3PM94B (3-i
<br />3
<br />3
<br />rQC
<br />3
<br />3
<br />J.
<br />}if2
<br />YI iHI
<br />ALTJ4. WK ="X OW
<br />"No
<br />n36
<br />}-
<br />DSO'
<br />1.tW
<br />ANCHQR (BEYOND)
<br />WAU MLC+UNTINGS
<br />SCALE 3/11-1.
<br />EU4
<br />)
<br />'L• MAX.
<br />0' PANEL LENGTH
<br />(SEE ELEVATION
<br />_._ DN SHEET 12)
<br />1
<br />WEYOW)
<br />BUILDING
<br />(VAUD ONLY FOR PANEL�jt INSTALLATIONS AS PER SECTIONS 1. THRU 6, ON SHEETS 4 & 5)
<br />Ni A.S.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />LU%9ALIM
<br />ANCHORS
<br />SPACING
<br />i0N
<br />MN E.O.
<br />PER SCHEDULE
<br />BELOW
<br />-
<br />MAXIMUM
<br />PANEL
<br />- LENGTH
<br />"L'
<br />(k.}
<br />WX A.S.O,
<br />DESIGN
<br />PRESSURE
<br />RAltNG
<br />MAIOHAMi
<br />-
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MR ER.
<br />PER SCFYEDU!,E
<br />BE3.01Y
<br />.
<br />APPUCSt9i
<br />TO SECTIONS
<br />,A
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />.L.
<br />'fM)
<br />TAPCON
<br />SOLID-5Et
<br />PAHELMAIE
<br />1tAAd.E
<br />10
<br />PLATS
<br />TE
<br />2#MAC-NOUN
<br />GLK-#N
<br />8
<br />T!ON
<br />TAPCON
<br />SOUP
<br />-SET
<br />hVFEtMAIE
<br />FEMALE
<br />U
<br />PANIIMATE
<br />PLIriS
<br />iNMAG-NNUN
<br />CALK-M
<br />_ _70
<br />_
<br />to
<br />At
<br />rai
<br />10
<br />TO
<br />Tb.
<br />_
<br />+45. -40
<br />LESS
<br />1r
<br />13
<br />a3
<br />13
<br />13
<br />13
<br />13
<br />13
<br />i3
<br />43
<br />tr
<br />13
<br />1 (TOP)
<br />8'"12
<br />OR
<br />LESS
<br />" "45
<br />+ -ea
<br />85.
<br />T3
<br />13
<br />t3
<br />17
<br />13.
<br />t3
<br />4r
<br />13
<br />13'
<br />aJ
<br />13
<br />1 I/2
<br />}
<br />OR
<br />LESS
<br />TS`
<br />73'
<br />13'
<br />13'
<br />Ir
<br />13'
<br />tY
<br />tr
<br />lr
<br />13,
<br />1 (BOTTOM)
<br />Ir
<br />13•
<br />1r
<br />13•
<br />Tr
<br />11.tr
<br />IY
<br />Tr
<br />13'
<br />13"
<br />ii 1/2
<br />1 (BOTTOM)
<br />Yr
<br />tr
<br />Ir
<br />tr
<br />tr
<br />it
<br />13-
<br />13,
<br />13,
<br />Ir
<br />13'
<br />2 (TOP}
<br />tr
<br />Ir
<br />13"
<br />Ir
<br />ar
<br />1r
<br />13`
<br />Ir
<br />it
<br />rr
<br />Ir
<br />It 1/a
<br />2 (TOP)13`
<br />13`
<br />it
<br />13,
<br />13"
<br />13'
<br />1r
<br />13'
<br />2 (9OT1OM)
<br />?3
<br />t3
<br />13Ir
<br />it
<br />Tr
<br />11.:13"
<br />1r
<br />13'
<br />13
<br />13 ,
<br />13 w,
<br />t3
<br />YS
<br />3 (TOP)
<br />3•
<br />13
<br />13 "
<br />t3 •.
<br />- 1 ,
<br />3
<br />IY
<br />1 '
<br />3
<br />13"
<br />13`
<br />T3"
<br />t3".
<br />tr
<br />11 1/2
<br />3 {TOP)
<br />1:-
<br />12 1/2
<br />41r
<br />i/4"
<br />12 if2"
<br />S2 }/2..
<br />-
<br />-
<br />$ tj4'
<br />8 il4-
<br />3 (1�1TOH)
<br />-
<br />-
<br />12 t,4
<br />2 1/2'
<br />6 1/4'
<br />6' Ile
<br />12 1/2"12
<br />t/2
<br />-
<br />-
<br />d 1/4,
<br />6 1,
<br />3 (BOTTOM):
<br />e
<br />B"
<br />8'
<br />B,
<br />6`
<br />6'
<br />$'
<br />5'
<br />8"
<br />8"
<br />7 1/2'.4
<br />(TOP)
<br />'
<br />5 1/2-
<br />6'
<br />S"
<br />6"
<br />6 1/2'.
<br />8-
<br />7 Ife
<br />6'or
<br />8'
<br />5"
<br />4 crap}
<br />.-..._
<br />8
<br />8'
<br />-
<br />6'
<br />_ -
<br />(BOTTOM).
<br />B'
<br />...�
<br />...
<br />B'-
<br />4 (BOTTOM9
<br />Pr
<br />13`
<br />`
<br />3
<br />1 --IS".
<br />3
<br />i r
<br />is`
<br />t '
<br />,)13•
<br />13`
<br />13'
<br />13'
<br />5 £TOP)
<br />13,
<br />13'
<br />Ir
<br />13"ir'
<br />13'
<br />Yr
<br />t3"
<br />13'
<br />tY
<br />1r
<br />11 1/2
<br />(TOP)
<br />Ir
<br />73"
<br />it
<br />1r
<br />_-1
<br />1r
<br />iJ'
<br />73°
<br />t3'
<br />S (BOTTOM)
<br />13"'
<br />7J"
<br />13'
<br />IJ"
<br />13"
<br />13'
<br />'1J'
<br />t3"
<br />t3" -
<br />13`
<br />13"
<br />17 If2
<br />5:(807TOM).
<br />-
<br />43'
<br />1S`
<br />tJ"
<br />1 "
<br />3
<br />t 3
<br />3r
<br />13"
<br />93'
<br />13'
<br />lr
<br />t 3 "
<br />6 OP
<br />(T )
<br />i 3
<br />tr
<br />1 Y
<br />9 s
<br />iY
<br />13'
<br />it
<br />9J'
<br />13'
<br />13°
<br />13
<br />11 1 -
<br />f2
<br />b G
<br />_ •.
<br />-
<br />d 1/4-
<br />6 1/47
<br />6 t/e
<br />6 Ile
<br />_
<br />-
<br />-
<br />-
<br />-�
<br />0 1/4,
<br />6 I/4"
<br />6 (BOTT.-)
<br />-
<br />-
<br />6 Ile
<br />8 Ile
<br />6 ife
<br />b 1/4•
<br />-
<br />-
<br />-
<br />-
<br />6 1/e
<br />8 1/e
<br />S
<br />iJ
<br />5 "
<br />13 .
<br />10 t 2
<br />j
<br />1 r
<br />7'
<br />1 3
<br />7'
<br />7 1 -
<br />f2
<br />5 1 -2
<br />i2
<br />13'
<br />4 "
<br />1la
<br />i (TOP)
<br />>5`-0•
<br />TO
<br />1#'-4•
<br />Ir :
<br />6'
<br />13A
<br />13'
<br />it
<br />8 IIV
<br />it
<br />8 1/2'
<br />9 Ilr
<br />6 If2
<br />it
<br />5 1/2•
<br />_
<br />i (TOP)
<br />>5'-6'
<br />TO
<br />B;•6.
<br />Ir
<br />7''
<br />43`
<br />1r
<br />13,
<br />9 1/12
<br />IV
<br />9 1/2
<br />TO 'A
<br />7 1/2
<br />13"
<br />5,
<br />f (BOTTOM),
<br />13" :
<br />7 Ilr
<br />Is'
<br />tY
<br />Ir
<br />10,
<br />1r
<br />to`
<br />It'
<br />8,
<br />it
<br />6 1/2,
<br />1 (BOTTOM).
<br />it
<br />5'
<br />tr
<br />10 1/2
<br />Tr
<br />7'
<br />_ 1r
<br />7"
<br />7. If2
<br />5 1/2
<br />13'
<br />4 1,/2'
<br />..(Top)
<br />is'
<br />5"
<br />it
<br />IX
<br />Ir
<br />B 1 j2"
<br />13"
<br />B 1/2'
<br />9 1/2`
<br />8 If2'
<br />. Ir
<br />S 1/2"
<br />2 (TOP)
<br />Ir
<br />r
<br />13-
<br />Ir
<br />Ir
<br />B 1/2
<br />13'
<br />9 1/2
<br />1O 1/2
<br />-7-1/2
<br />Ir
<br />6 Ile
<br />2 (BOTTOM)
<br />tr
<br />7 1/2'
<br />13'
<br />it
<br />1r
<br />to,
<br />tr
<br />in,
<br />it,
<br />8"
<br />it
<br />6 1/2,
<br />2 (BOTTOM)
<br />lr
<br />7'
<br />1r
<br />Ir
<br />it
<br />9 1/2
<br />IY
<br />9 1/2
<br />10 1/2
<br />7 1f2
<br />it
<br />6 1/2'
<br />3 OUP}
<br />13,
<br />7 1/2`
<br />Ir
<br />it
<br />13,
<br />10'
<br />13`
<br />to"
<br />it'
<br />8`
<br />Ir
<br />8 1/2'
<br />3 (TOP)
<br />12 Ilv
<br />12 1/2
<br />6 Ile
<br />6 Ile
<br />12 1/2'
<br />:6 Ile
<br />- '
<br />-
<br />5.1/4'
<br />6 Ile
<br />(BOTTOM);
<br />-
<br />-
<br />12 /22'
<br />jLjta
<br />6 Ile
<br />6 i/4''
<br />2 1/
<br />12 1/2
<br />-
<br />-
<br />8 If4'
<br />6 Ile
<br />3 VM0M)
<br />r -
<br />5 1l2"
<br />7' �
<br />3 If2'
<br />r
<br />4"
<br />4 If2"
<br />3'
<br />6 1/2'
<br />,.,
<br />�.�,} - .
<br />t 1/2-:
<br />r
<br />or �
<br />6"
<br />7`
<br />#'
<br />6"
<br />4"..
<br />1/2'
<br />s if2'
<br />6 1f2.,
<br />3.
<br />4-�)
<br />6'
<br />--
<br />8'
<br />-
<br />B'
<br />-
<br />"5 I/2"
<br />-+
<br />7 1/2'
<br />_'
<br />{BOTTOM)
<br />e"
<br />-
<br />6'
<br />=
<br />al
<br />-
<br />6`
<br />-
<br />5 lIr
<br />-
<br />7 1/2,
<br />-
<br />4 (BOTTOM)
<br />13"
<br />7-
<br />Ir
<br />13•
<br />is,
<br />a 1/2"
<br />Ir
<br />9 I12'
<br />O 1/2
<br />7 1/2`_
<br />13,
<br />r
<br />5 (TO
<br />Ir
<br />1r
<br />To,
<br />Ir
<br />to,
<br />it"
<br />$-
<br />it
<br />8 1/2"
<br />5 (TOP)
<br />13•
<br />7"
<br />13`
<br />13`
<br />13-
<br />B 1J2,
<br />t3'
<br />9 1/Y'
<br />0 1f2.
<br />7 1/Y'
<br />13'
<br />8 If2'
<br />S (WTOM}
<br />13`
<br />8 1/Y
<br />tr
<br />13'
<br />- 13,
<br />to'
<br />it
<br />10`
<br />11'
<br />e`
<br />13'
<br />8 t/2"
<br />3 {�TTOM)
<br />i3'
<br />S•
<br />tr
<br />t
<br />10 f2
<br />13-
<br />7'
<br />r
<br />7, -:
<br />t.
<br />7 l2
<br />5 a J2
<br />,r
<br />i
<br />4 f2
<br />8 (RING) -
<br />1 :.
<br />3
<br />6'
<br />73"'
<br />13"
<br />t3 "
<br />1
<br />$ z
<br />/
<br />13
<br />i
<br />6 Y
<br />l
<br />9 1 '
<br />/ z
<br />d 1 ?'
<br />f
<br />1! "
<br />5 1 2'
<br />I
<br />8 (TOP)
<br />-.
<br />t -
<br />8 1 {"
<br />/
<br />:0 1 4..6
<br />/
<br />1 e
<br />f
<br />a 1 4"
<br />l
<br />-
<br />-
<br />-
<br />-
<br />6 1/4'
<br />9 1J4'
<br />8-{S.N.}
<br />«.
<br />--
<br />8 4 #'
<br />6 1 4'
<br />6 T 4"
<br />5 5 4"'
<br />-
<br />_
<br />-
<br />-
<br />d 1.. 4"
<br />6 1 4`
<br />6
<br />Six: 9FEET I FOR ANouces rr i it BPACRIO FOR INSTALLATIONS WTo WOOD FWAK YRDLQNOS.
<br />• IAw"m AMNON SPACWics *0 MWAW14 1:i Ceti ARE woutED CW iles SCNEDU:E I Et
<br />LESS If" WIYAOATED ON SCfOW REDUCE ANCHOR SPACING BY WATWLYIND SPAM:INO SRONN ON
<br />SCHEDULE BY THE FDUDWN4 FACTORS. FOR " OPERATION To BE POSSO M R•-gUCED SPAT"
<br />MANED U3NG FACTOR SHMA, Nat Be LESS 7WN wo" w-vio glDKwim FOR LACK A63WR TYPE
<br />ON TIE SCHEDULE.
<br />Yf49
<br />_ tf4Y
<br />Ut4iR
<br />I/:'Ir
<br />I/4...
<br />tf.. x;r.
<br />ANCHOR 7YP@.
<br />_100%
<br />w al
<br />N
<br />7ANAC-Euwxt
<br />;SIN%-w`
<br />WwHARI mom SPKIW (il
<br />3
<br />3
<br />3
<br />3
<br />2 1,w
<br />2 1/2
<br />0,0
<br />3
<br />3 t/E"
<br />3•
<br />3
<br />3 tl2•
<br />3
<br />WSTANCfPAJ ■LOT -
<br />3
<br />3 1/}"
<br />2 i/Y
<br />3 1/1
<br />} H/Y.
<br />4
<br />ACI11M. Mi mom"
<br />FACTOR
<br />-
<br />---- x
<br />•` SPACINGS ONLY VALID WHEN IS USED. SEE ' !E 7 FDR MAt4 ASS"D,
<br />DESIGN LOADS & MIAX. PANEL WHEN FACER �i !S &Eb. -
<br />TAME -it
<br />a
<br />Ill DESIGN LOAD
<br />MAM MUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-8'
<br />> 40 PSF TO 50 PSF
<br />W-2-
<br />> 50.-PSF TO W PSF
<br />V-1.0"
<br />A MAX, PANEL. LENGTHS ARE ON VALID FOR INSTALLATIONS
<br />WR / SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O.C.
<br />1,..._,_.. ...-._.._..._.._-,._....__,_...-.,.:...._...._.,. _ANCHORS (SEE SECTIONS k ALTI4N IVIES ON SHEETS 13, 14. 15.&t6.}---_-,......_.-__.._. .._._--..-.....�._.._--1
<br />DwM•,�Leff-.
<br />! 5" R-WI3, R-2A/13, R-3A/14. R-t8%iw. R-2BI13. R-39/14G Y MAX,
<br />R-1AW/15, R-2AW/15. R-3AW/15. R-Iffi . R-2911 i5, R-300i 5�M{
<br />/;.1, Of
<br />�?J 14 J
<br />0
<br />0 0
<br />0
<br />LS
<br />j/eIl &S. BOLTS w(1 I r I '.; •+
<br />13
<br />t f E c,,,rr�--::ww,,,� I {USE FOR PANEL. LENGTH I I i e•;t^� No.
<br />t l I i V f OVER 7'-6') I(7 j PANEL LENGTH
<br />`: RECUTAR STORM PANEL i , i i I 'REGULAR STORM PANEL _ j 6'-8. 9 +40.0. -40.0 p..T.
<br />W OVERLAP ACE! PANEL (EiMOT:H BOL
<br />r T)
<br />-- --, -
<br />: ' LIFE SAi'ETY STORM PANEL. i } OVER 9 +BOMB ELL LENGTH
<br />I -0 OVERLAP MU PANEL LENGTH 11gL
<br />Oral 1)
<br />E
<br />I _LENGTH
<br />_ _ - LSE 2AT ALL MOUNTINGS
<br />BOLTS w I
<br />i
<br />EA. 1
<br />i AT OVERf3t3tP I
<br />1 t I. I
<br />A,.
<br />{
<br />_.- -- -----� _. _ m -• -
<br />I
<br />i
<br />2f N13iCFtES AT STUD
<br />'._ TON fi LIFE SAFETY- ,
<br />;; �I i 1' PANEL BOTTOM CORNERS '_....
<br />D.M.,®, -: i F I 7R/
<br />.I
<br />Or WING NUT AT t ,Tr _RING NUT AT ,
<br />j� MAX.. LEFT PA19EL RIGHT PANEL 3` MA%;, � INSTALLATIONS ONLY VNJO FOR MIND
<br />= t' MN. Ill R-2il R-3A/14, R i#ij13 R 20/13. R-38/14 t, MN I SPEED UP t0 17G m.pri.
<br />R-LAW/15, R-2AW/15, R-3AW/i6. R-1gWj15, R-28W/i5. R 380 i6
<br />...-..._. _.-__.,_:._...._..... ,..._.,..._.._.„.ANCHORS (SEE SECTIONS A ALTERNATIVES ON SHEETS 13, 14, 15 Ill-_,-._....-,._-s,...
<br />Ile MAX. GAP
<br />U'E SAFETY STORM PANEL ( L ELEVATION ATiON (t) ?�
<br />SCALE ile-l'
<br />-(DREGULA R 2.597' - REGULAR
<br />STORM PANEL (1.1N OkR1AP .•1 WIWLE YALLEi? STORM PANEL
<br />1.1H4411NN4t
<br />c
<br />MAX GAP
<br />sF •Vvp
<br />WEiLLAP-
<br />LIFE SAFErY PANEL -tl y » Fill IDA BUILDING CODE '(Non High 'Velocity Hurrfcone Zane
<br />EXTERIOR' Fi),•. �ORIQN ,�44,Sr 24 GAGE GALVANIZED STEEL STORM PANEL alum or,
<br />.ram
<br />y I ( 4a6, GLOBAL PROTECTION PRODUCTS. U.C.
<br />a.
<br />QN f' -A 1 1 ffiTN 6k M kWRt,. AN HAW SN. 51 SWEET
<br />SEQTL�^+ j'[ }� A j �f�P,/
<br />SCALE it#'al" f • MN+' �. mA. 3IW, LwNM.Aw.w. x eel" mwK. FL 33Jt4 20-175
<br />i..,. M: t..I lat,aW mN-1Mt FIiWNE tB6A)16R-7644 rAr: it.Y4j61M-eNr
<br />u-W66719 DIMINO w.
<br />-.1 FM
<br />P.E. SE4.}SWNtSWR'}DAIE IIALTOR A.1XUT Jr.. PZ m tT-ut Srt[T t3 OF to
<br />1
<br />INSTALLi DETAILS FOR FE SAFETY pANEL
<br />INTO WOOD STRUCTURES
<br />71 t
<br />Y I' HEADER i _WdDD tfFAEER ..r .,___ WOOD HFSNOER ",,,. I - HEADER
<br />ErniwED
<br />r
<br />fN =~I4".
<br />I i,[4'. TAPGOV J I 1//4,a 7APCDN TAPCON 1 'i 1 #"r TAPCON
<br />ANCHOR O 9' DG ANCHOR O B' P.C. t (_ "" ANCHOR O 9' Q.f. r i CtOR 9 9' D.C.
<br />','rJ r`
<br />/ } 4 J /
<br />.if4
<br />MAY-`tt l i` _ I/2' 11/4, '� i f/2, i 'I/4` 1 'MIl,4 .I AG1L_
<br />K
<br />� ,i?1 f 2" ii
<br />f Min. V 1 MIn ' I . , A6N.'f1{i� 4 r' iM�n, t'1 •I{
<br />x _ N ',.l
<br />i
<br />01Sa4t
<br />II ! BkiS W .i,
<br />G°Ass I WA W w B EX st yE ywuas w q l T M eA f h-2lMf" 5 q .-"-.: ,.Y4 . _ J= f Al ca B rl+'a`Su,l' j N ....,".'.t'- .._. -
<br />K�e
<br />CLASS .. -I
<br />T..._
<br />R iti9Gal O,wN 7.4') 9 i "- R
<br />PANEL H PAAEL ENGi}
<br />f w � XII1
<br />!1
<br />t
<br />ELEVATION (BEEElEA1RX+(SeE PANEL LENGTHE2) I ON SHEET 12)
<br />N ON SHEET '1L O
<br />ON54
<br />II
<br />22))#
<br />)
<br />_.
<br />TON.-
<br />II t' � 1 • tY.,,...__AA--:_._..
<br />4 70 GLASS. If I. 1
<br />n W"E G�MO 1 ..{.. \..f _ N----SEPAMDOm430
<br />,�-y�y B' % . if2 AB TO GLASS. e
<br />..
<br />`� `i'�,. I < -� _ .. .__ • m... � BMX w3. �`�.. �" r{ __�_-_. _.
<br />1{
<br />-ft a 131 2 a if2" `t4W.Wy](4.
<br />If, _.� 2xr wog fI ."1 1
<br />PtAIE i ai t%y6W M6
<br />i f I I >ir'456 w
<br />4-, TAPCON RREOIIRED I l 4'. TAPCON 2'A4' _ T d-f i, l ZI a 12 f/7 O.C.
<br />',
<br />I jj A1MNgR 9 B' O.C. AMCHOR 4 9' b.G. PHCHOR O 9. O.C- PLATf
<br />S7AOGEREO WJ STUD , I I�. S,AtX£. REa W/ SNO [ REGUBifb IL
<br />2"w4` WOW' ".4" WOW r
<br />REquitm RECURRED
<br />0-75W
<br />ALTERNATIVE R -1 AW ALTERNATIVE Y 2 ff ��i FflJ
<br />0 RME �LAR FPAJ EELS. O �fE SAFETY ANEI R ELS LIF'r c i EMEL
<br />WALL MO INGS WALL NGS
<br />INHiNMiM.p
<br />SCALE 3/84••1'� SCALE 3je=i•.
<br />'•.
<br />CEN 4 FLORIDA BUILDING CODE(Non High Woolly Hurr{cone Zone)
<br />s n1Em..c.
<br />I, INSTALLATION ARE ONLY VALID MR &S,O, DESIGN - D. 44167 s. ... 24 GAGE GALVANIZED STEEL STORY PANEL chow BY,.
<br />PRESSURE RATINGS {D.9,r7 NN0 PANEL (.ENt TH$ AS = * : * ' - ! 1� 4X�� GLOBAL PROTECTION PRODUCTS, Ll i"r+ 47�6n PER ELEVATION ON SNEEi 12. $ "ry••, ,STATE. Q..-. "".._.....-- IYX N.G G V ►6iC:
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD • 4m 5.0. 51 "m
<br />"
<br />A` ..> .W ,t.., m, a,. �q..ma, n xirn Ael it a3314 20-175
<br />MEMBERS F 13E SOUTHERN PINE No 2. W/ SPECIFIC � ,M^ lgR4D .•
<br />...._ PIWNE: (w6t)U6 7546- FAX, (164Mba-671n
<br />`E.4.
<br />DENSITY 0 Q,55 OR EQUAL. s -
<br />' - a_aOo6710 ras XWX.HOw AW- XtY.r XeeeW� A.X MINING P.MNAN44
<br />i11i QHXT7S4E/ONII YML A. TaLLIf y., p.E m O:-.+i
<br />l 9uT 15 Or III
<br />MAXIMUM "p, DEM98 PRM RE UJING (a,st.f.) AND CORRESPONDING Jill ANCHOR SMING
<br />SCHEDULE EQR REGULM STORM PANEL(D INSTALLOONS INTO CONCRETE it QQNCREJE BLOCK STRUgTURES
<br />(VALID ONLY FOR PANEL(DOWALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) -
<br />VAX. Ill
<br />06I„y
<br />PRESSURE
<br />RATING
<br />MA)IWIEI
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MINN CO.
<br />PER SCHEDULE
<br />BELOW
<br />4 KIIABE
<br />&ANY
<br />MOO M
<br />PANEL
<br />LENGTH
<br />•L'
<br />(h.,7.
<br />MAX. AS,O.
<br />DESIGN
<br />PRESSURE
<br />RAtiM1IG
<br />(P.a.l.$ca"Bas
<br />WAWMUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />-
<br />MN E.D,
<br />PER SCHEDULE
<br />BELOW
<br />-
<br />APPtnY�BI:E
<br />ro
<br />f
<br />A ANY
<br />I
<br />OF THEM
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />`L
<br />cn.7
<br />TAPCON
<br />SOUG-SET
<br />PAWEtAVJE
<br />:10
<br />PANEWA7E
<br />Pii
<br />7AMW-NAYLIN
<br />CALK
<br />-IN.
<br />TAPCON
<br />SOUD-SET
<br />PAIELMA,TE
<br />FEMALE
<br />10
<br />PANIELMATESNAJG-NABdN
<br />PLUS
<br />CALK-B1
<br />to
<br />TO.
<br />aONOGIRf ie
<br />tP
<br />TO
<br />O6Nd6.e
<br />12 w
<br />7OMLE
<br />cc
<br />W
<br />N
<br />iD
<br />TO
<br />mom
<br />ete
<br />10
<br />Oil
<br />dw1 NEIE
<br />>+NsT
<br />+75, -75
<br />-
<br />13
<br />,..
<br />tY
<br />13 "
<br />53 "
<br />13 "
<br />.-
<br />HJ
<br />-
<br />tr
<br />- .
<br />f3
<br />13
<br />1J
<br />SO "
<br />i TOt'�
<br />5'«g"
<br />OR
<br />+7lTo
<br />+119;«fifl8
<br />IS
<br />E,.
<br />..
<br />13 ,
<br />t0 t '
<br />J2
<br />Y3
<br />d '.
<br />1fY
<br />13 '
<br />6 2..
<br />if
<br />7 ,
<br />1/2
<br />1 2'
<br />5 f
<br />1
<br />1r
<br />4..1 2'
<br />l
<br />1. (TW)
<br />6,_®=
<br />OR
<br />LESS
<br />13'
<br />it'
<br />1r
<br />13'
<br />13'
<br />tr
<br />Ir
<br />IV
<br />13`
<br />t2'
<br />it
<br />to,
<br />I (OOTAIM)
<br />13•
<br />6 1/2'
<br />IS"
<br />Ir
<br />it
<br />9"
<br />13"
<br />r
<br />to'
<br />7 1/2'
<br />tY
<br />6"
<br />I (BOTTOM)
<br />Ir
<br />It-
<br />tr
<br />13-
<br />13`
<br />Ir
<br />IS'
<br />Ir
<br />53`
<br />i?'
<br />13'
<br />TO'
<br />2 (TOs
<br />I
<br />V
<br />jr
<br />50 1/2"
<br />13'
<br />6 1/2'
<br />137
<br />6 1/2'
<br />7 1/2`
<br />5 1/2`
<br />Ir
<br />a 1/2'
<br />2 (TOR)
<br />13 "
<br />11'
<br />i r :
<br />13-
<br />13,
<br />t3' :
<br />i3'
<br />3"
<br />43'
<br />t2'
<br />1Y 1
<br />10"
<br />2 (OMMU)
<br />Ir
<br />7'
<br />t3"
<br />it
<br />t3`
<br />•9 1}2'
<br />13'
<br />4 1l2'
<br />10 Y/2'
<br />7 9/2`
<br />13`
<br />a 1f2'
<br />Y (BOTTOM)
<br />lr
<br />if"'
<br />i '
<br />3
<br />YS"....
<br />13"
<br />73"..
<br />t3'
<br />7 r
<br />i]
<br />t2
<br />i3
<br />#o
<br />3 D'OP)
<br />13
<br />7
<br />F3
<br />53
<br />4J
<br />9 12`
<br />f
<br />13
<br />9- 2
<br />/.
<br />1D 1/2-7
<br />-
<br />-
<br />12 1/2'12
<br />1/2
<br />6 Ile
<br />6 Ilt
<br />12 i.
<br />12 1/2"
<br />- _
<br />-
<br />8 if4'
<br />6 1/4'
<br />3 (BOTTOM)
<br />-
<br />-
<br />,
<br />1_2 1/2
<br />12 1/2
<br />0 if4
<br />-,
<br />6 SITS
<br />..
<br />2 1/2
<br />6 tl4
<br />_
<br />-
<br />8 if 4*
<br />6 1/d"
<br />3 (BOTTON}
<br />6 If2`
<br />7"
<br />5'
<br />8'
<br />4 1/2.
<br />4 (w)
<br />7'
<br />3'
<br />r
<br />5 if2'
<br />r
<br />3 Ile
<br />d-
<br />4"
<br />4 1/2"
<br />3"
<br />6 1/2"j2
<br />1/2"
<br />4 OOP}
<br />8'
<br />-
<br />8'
<br />«4.
<br />8°
<br />.•
<br />d"
<br />ELT
<br />8'
<br />-
<br />_
<br />-
<br />4 (BOTTOM)
<br />d'-
<br />-
<br />8 1/2'
<br />-
<br />8'
<br />-
<br />r
<br />-
<br />5 1/2.
<br />-
<br />7"
<br />-
<br />4 (BOTTOM)
<br />73"
<br />111
<br />Yb"
<br />-
<br />tr
<br />13'
<br />i3
<br />13-
<br />'11.
<br />1.3`
<br />22"-
<br />�0'
<br />13"
<br />f0 '
<br />S •.�
<br />(RR'
<br />13`-
<br />d i `
<br />f2
<br />-
<br />13"
<br />vz-
<br />3,"
<br />13'
<br />rat"
<br />i "
<br />3
<br />4`
<br />1 -
<br />fl
<br />7 1 2,
<br />95"
<br />"
<br />3__
<br />5 (T(a
<br />1s' -
<br />IT"
<br />13"
<br />13'
<br />73,
<br />13,
<br />13`
<br />tY
<br />Ir
<br />Ir
<br />13`
<br />Sq"
<br />3 (BOTTOM)
<br />tr
<br />7
<br />13'
<br />137-
<br />13'
<br />ffi 1l2'
<br />t3'
<br />9 1/2-
<br />10 tf2
<br />7 1f2"
<br />13'
<br />r
<br />b"
<br />5 (B41T1Y#I)
<br />Ir
<br />11"
<br />i3"
<br />13`
<br />l3"
<br />i3'
<br />13'
<br />it
<br />is-
<br />_
<br />72"
<br />tr
<br />i0'
<br />6 {TOP}.
<br />13'
<br />S'
<br />11
<br />3
<br />iR if1
<br />13'
<br />8 f2'
<br />13,
<br />8 5f2'.
<br />i
<br />7 /Y
<br />i
<br />5 f2
<br />iS
<br />4 i'
<br />6 F(OP)
<br />6 1/e
<br />5 1/4'
<br />6 1/4'
<br />8 1/4'
<br />-
<br />-
<br />-
<br />-
<br />6 tft'-6
<br />tf4'
<br />8 w)
<br />-
<br />_
<br />6 1/4-
<br />6 1/4-
<br />6 Ile
<br />6 Ile
<br />d Ile
<br />6 ife
<br />-
<br />-
<br />6 1/4'
<br />91/4'
<br />6 (1�7T.'•)
<br />TJ'
<br />7 If2`
<br />tr
<br />tY
<br />:. 13"
<br />SO"
<br />/r
<br />f0'
<br />11'
<br />0'
<br />1Y
<br />6 i/2
<br />T(BpO5pIL
<br />1 l•+•'-:)
<br />>5,-
<br />TO
<br />al
<br />-...
<br />tr
<br />5' -
<br />13`
<br />10 ij2`
<br />1r
<br />d jS
<br />I!"
<br />6 1 r
<br />7 1/2'
<br />5 11V
<br />IY
<br />4 1/2'
<br />1 (TOP)
<br />TO.
<br />7'-5`
<br />13"
<br />7 ff2,
<br />1Y
<br />13"
<br />-
<br />{3"
<br />1q if2`
<br />13`
<br />ttq 5f2.11
<br />tf2"
<br />B"®
<br />13"
<br />. 7'
<br />-..,.«...«.
<br />T (BOFTDId)
<br />5S"
<br />6 If2'
<br />13`
<br />IS'
<br />13'
<br />9"
<br />(Bf:ITTOdJ
<br />is,
<br />7 1f2".
<br />13'
<br />13'
<br />I 13"
<br />to"
<br />a3`
<br />f`-#0'
<br />it'
<br />$"
<br />13` .6
<br />1f2'
<br />2 (SOP)
<br />t3'
<br />91
<br />Ir
<br />f0 If2`
<br />13'
<br />16 1/2'
<br />13"
<br />6 If2'
<br />7 1f2'
<br />5ef2"
<br />Ir
<br />d 1/2.
<br />2 (ic'2')
<br />13"
<br />7 1/1-1
<br />it
<br />- it
<br />13"
<br />10 1/2
<br />13"
<br />16 1/2
<br />11 Ile
<br />8'
<br />Ir
<br />7-
<br />2 (BOTTOM)
<br />IS,
<br />7'
<br />13'
<br />1 13,
<br />13-
<br />9 T/2`
<br />13"
<br />9 If2'
<br />10 1/2'
<br />7 1/2'
<br />13"
<br />6 1/2'
<br />2 (BOTTOM)
<br />13,
<br />7 tj2'
<br />tr
<br />Nr
<br />13'
<br />in I/21
<br />13"
<br />Ila 1/2"11
<br />1/2'_.
<br />$•
<br />tr
<br />7-
<br />3 (TOP)
<br />13'
<br />7'
<br />11'it
<br />15'
<br />9 t/2'
<br />13'
<br />9 1/2'
<br />10 1/2
<br />7 I/r
<br />tr
<br />e•
<br />3 Mi
<br />-
<br />-.
<br />12 1/2-12
<br />1/2'
<br />6 Ile
<br />0 I/4'
<br />2 1/2`:6
<br />1/4-
<br />-
<br />-
<br />8 Ile
<br />6 Ile
<br />3. (BOTION)
<br />-
<br />-
<br />T2 1/2'12
<br />1/2-
<br />6 1/4'
<br />6 1/4`
<br />12 1/2'
<br />6 Ile
<br />-
<br />-
<br />6 Ile
<br />a Ile
<br />3 (BOTTOM)
<br />3 1/2
<br />B'
<br />S"
<br />7 If2`
<br />A'..
<br />8.
<br />4 t/2"
<br />- 5"
<br />3 :1/2'
<br />'Y
<br />r
<br />4 (TOP).
<br />7'
<br />T,
<br />B"
<br />5 if2`'
<br />7"
<br />3 Ill
<br />8"
<br />4'
<br />4 1/2`
<br />Y
<br />$ f/2`.T
<br />1/2"
<br />4 (TOP}
<br />1 (BOTTOUI
<br />8"
<br />-
<br />6 i
<br />_
<br />6
<br />-...
<br />ill_
<br />5 1l2`
<br />-
<br />7'
<br />-�
<br />4 (BOTTOM)
<br />t12'
<br />tr
<br />i 13"
<br />IY
<br />10 1/2
<br />13-
<br />10 t/2
<br />1I 1/2
<br />8"
<br />1Y
<br />7'
<br />5 (TOP)
<br />Ir
<br />6 1/2`
<br />IY
<br />it
<br />13"
<br />B'
<br />13'
<br />9'
<br />1D'
<br />7 t/2'
<br />13"
<br />0`
<br />DE9ll
<br />1J-
<br />7 r/2'
<br />13'
<br />tr
<br />13'
<br />15 if2•
<br />IF-
<br />1A 1/2
<br />1 1/2.
<br />8"
<br />lY
<br />7"
<br />5 (BOTTOM)
<br />13"
<br />Y
<br />13,
<br />tr
<br />13-
<br />9 1/2"
<br />6"
<br />5 (9QTTOL)
<br />13"
<br />7 5f2':
<br />tS'
<br />7r
<br />ts'
<br />Yq Yf2
<br />13'
<br />f0 Yf2`7I
<br />if
<br />8`
<br />i3'
<br />7`
<br />8 (TOP)
<br />13'
<br />S'
<br />13•
<br />13
<br />5 If2'
<br />tr
<br />6 1}2•
<br />7 1/2'
<br />3 t/2•
<br />13"
<br />4 1/2'
<br />(i0p)
<br />_
<br />8 i/4`
<br />e # 4°
<br />$ i 4`
<br />81.4'
<br />-
<br />-
<br />-
<br />b if4"
<br />6..1f4"
<br />$ (BOTT,"')
<br />•-
<br />-
<br />'e i/e`
<br />B If4.
<br />8 1/4'
<br />B 1/4"
<br />- -
<br />-
<br />-
<br />-
<br />6 f/4"
<br />6 Ile
<br />6 scil •.
<br />S E SRE7 Il FOR ANCHORS TYPE, k SPAONND TDR INSTALLATIONS NNO WOOD 1Ri�NrE .Bf� M=
<br />�
<br />AMWMLM Awiak WA11Mn5 AND Moil Lou 0lS7ANOE ARE VWCAtFA ON THIS 9Li{ESUt£ M. M
<br />i= THW Roam ON sCieziAE RE i ANCHOR SPFMONG BY WLTLPL'AW SIAONO'SE' TOM+ am
<br />$C11 = in THE FOLLOWING FACTORS FOR THIS Opow" 7O BE POSSIBLE REDUOEO SPACING
<br />OWAHM VGPW FACTOR SNALL NOT K LESS TMN FNWA.7M SPACING INDICATED FOR Ell ANC WR TYPE
<br />ON DNS SONEVA.E
<br />Ije.
<br />t/e.
<br />T 4i
<br />Ile.
<br />194L7H0R TYPE*.
<br />-.:
<br />iAPtwN
<br />--1/4'.
<br />awJ w
<br />P4j a
<br />2AMM-wVAF
<br />CNIX-W
<br />lWMN" AMID" $PAGMC 0a)
<br />3
<br />J
<br />3
<br />3
<br />2 Vr
<br />2 1/3
<br />MFNRMMEOGE 0a7
<br />3
<br />3 ill-
<br />3-
<br />3
<br />3 H/3"
<br />3
<br />wBTANCl WAJ •Hai
<br />3
<br />1 Ir.
<br />3tf2'
<br />4t/2
<br />AMK WK O BMR.9E EO)
<br />F
<br />21f2
<br />a.l`
<br />IMlLt
<br />-
<br />YA6
<br />Y.00
<br />3
<br />_
<br />t,R6
<br />44 SPACINGS ONLY VAU'D WHEN SPACER IS USED, SEE TABLE gi FOR MAN(, A,S.A.
<br />DESIGN LOADS & MAX, PANEL LENGTHS WHEN SPACER S5 USED.
<br />EX15t1NG POURED CNCRETE OR
<br />RO
<br />`EONCRETE 13L04R4 EOU1111i
<br />.�E.ieT1$11'1 R-1A
<br />O REGULAR PANELS
<br />Yr�iiX :ME. OUNTINGS
<br />SCAT£ 3f�t"
<br />TABLE 11 A
<br />A-S.D. DESIGN LOAD
<br />411MM
<br />LENGTH
<br />40 PSF DR LESS
<br />> 40 PSF TO 50 PSF
<br />6'-2" -
<br />> 50 PSF TO 60 PSF
<br />5`-ir
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ (9 SPACER AT 12 1/2" O,C,
<br />JNSTALLATION BETA
<br />LS FQR LIFE SAFETY
<br />PANEL (1)
<br />INTO POURED CONCRETE
<br />OR CONOETE BLOCK
<br />STRUCTURES
<br />EXISTING POURED
<br />Q G i _CbNCRETE OR
<br />CONCRETE @LOCK
<br />REQUIRED,
<br />1/4-0 TAPCON(_ _.D0SRW
<br />ANCHOR It 8" Me -
<br />S.
<br />POURED
<br />CONCRETE OR
<br />CbAICREiE BLACK
<br />REIXMREO.
<br />F -_
<br />1/4-e TAP(
<br />ANCHOR 9
<br />E O. pl
<br />S �}
<br />II t
<br />CLASS
<br />S
<br />GLLAASSSN�,«II G(A5S
<br />LENaN OAP
<br />-47
<br />li
<br />i
<br />1
<br />MX. II T
<br />-0-MAX.
<br />kNGTH 11 PANEL LEN(Tfkf
<br />WATT SEE ELEVATNM ON (
<br />12
<br />ON SHEET 12
<br />ET } )
<br />1 Mi.. u / 1
<br />SEE SHEETS 16 A it FOR AWROTS
<br />ANCHOR TOE
<br />�/4'l
<br />TYPE 4X SPACING. FOR WVAUAT104 INTO
<br />�+
<br />wool F'MAW {AInomos.
<br />KNMUM ANCH0 $Pont" AND MNItIkt
<br />_
<br />MINNAAL Awl 6PMdND (tn)
<br />3.
<br />ygTANcaicR.l Oan�WRU al OAJ
<br />ill DISTANCE ARE Ni
<br />SCHEDULE FCALO. LEGS TNkY IXMCAtEb
<br />ON SCHEDULE REDUCE ANCHOR SPAf1N6
<br />3
<br />Of MULSPLYNO SPACING SMAwY ON
<br />6CHRDULE BY TIE rouvo G FACTORS.
<br />NOR THIS OPERATOR TO BE PCt9slBLi,
<br />REDUCED SPACING MANED USING
<br />FACTOR SMLL MDT BE LESS THAN
<br />AC4UY. RNE {EBi
<br />tDIG'ibR
<br />i t/2'
<br />2 I}Y
<br />R35
<br />�_..v
<br />- _.-,�..
<br />-
<br />®.9d
<br />kommLm SPACMG INDICATED FOR EACH
<br />ANCHOR TYPE ON THIS SCHEOIAE
<br />_y
<br />_ _-w�._ _ .-_
<br />3 i/2'
<br />_
<br />`
<br />ram? fl - L/2
<br />ref - 3
<br />Y' 1
<br />E.D,kJ L
<br />I
<br />t
<br />i
<br />i (
<br />E.D.•
<br />E105DN1i POURED
<br />BLOCK
<br />%(
<br />I
<br />1
<br />1
<br />1` MAX
<br />7 _.
<br />' PANE LENGTH
<br />6 L
<br />j
<br />(SEE ELEVATION
<br />!
<br />ON SHEET 12)
<br />I
<br />1
<br />1
<br />f
<br />6`
<br />i
<br />Y
<br />I
<br />WW 4• Ms.
<br />wl2IA,xlr
<br />TAPGON
<br />E4 t ,.
<br />1.,^i/4"e
<br />,
<br />,...._ I••-IEIIAIJ6(+�4D` Ns.
<br />•7R 17N1'"Dfi.
<br />TAPCON
<br />....._L/1Y
<br />ANCHOR 9 9" D.C.
<br />- 1l4CYIOR 9 B" O.C.
<br />_F gq0055TTiNG POURED CONCRETE OR
<br />CREEE OLACK REOUItED.
<br />O RERP HELS O U
<br />EAktiTNG POURED CONCRETE OR
<br />.-(hNCRLiE 6€OCK REOU!RE ,
<br />EC SAAA PANEL
<br />WALL MOUNTINGS
<br />InttlFAher._ - SI:ALE 318+1'
<br />CODE
<br />1NMLL&Tj0hj DETAILS FO PANE
<br />INTO WOOD STRUCTURES
<br />ER
<br />t. --Do HEADER
<br />RR£D
<br />."REQUIREDHEAD
<br />Ili
<br />f4Y TAPCON i? 1 4'a iiPCON
<br />9" o.C. - I ANCHOR 0 9' O,C.
<br />$x
<br />f}f#{
<br />I` 1I+'
<br />1/2 7/4'Mill
<br />li
<br />W.
<br />f
<br />JrTIU
<br />9 j _(( 1/4tffiei• f
<br />EXRTL'Kt„_jl L 1/8W»$5c}"
<br />it ! O t '9. MAX.
<br />�1
<br />11 ___&.-._.. _._ _._ 'f." NHS. ______._. PANEL LENGTH
<br />!! # - 4 PANEL LENGTH R"^3"7 a (SEE ELEVATION
<br />9 i
<br />K EIT 12) r
<br />_ ( ON SHUT Y ENT z
<br />n t )
<br />.- ..... OH SWEET i .._ - 1
<br />Oft
<br />1(`'c.Tii fiGdih�TSldStO ! _{' ` PMilifON-.
<br />E
<br />`•
<br />1 D 91 ,
<br />L ):
<br />j Ll2 {
<br />...,y era.' { w
<br />�
<br />I, 2'14WO3..4_- �' I c 214` 1T0
<br />PLATE - PLATE
<br />REQUIRED I { A � __i/4'W PANk.MA1E PLUS ���...iJe`6 PANEW7E PLUS
<br />ANCI
<br />OR
<br />If2D.C.9 12 1f2. OC.ANCHOR er
<br />;AW
<br />j�.TERNATIYE R
<br />�.REf`t it !R PiIIiFI GC ��$XFYE��'��L
<br />11 11 iiki#ANrt
<br />WALLCALE 3/8-1- G5
<br />3A: EN4p .. "
<br />x O. 44167 x FLORIDA BUILDING CODE Him High Velocity HurTiDone Zone)
<br />��nHa-e
<br />43A[Ai.ah - �' • • mm 4i3ECa, Ill
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. _••. STATE OF • 4y4i DAw,rN
<br />DESIGN PRESSURE RATINGS (p, f) AND PANEL A'i •• f --� i
<br />.......".
<br />LENGTHS As PER ELEVATION Cis SHEET 12 •,A 4 tnR IL NC.O LNe. GLQBAI PROTECTtOIi PRODUCTS TLC. � �,T
<br />f/Q f 4 46. sW. 6t
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD L,� Yml N9 mwpANr 14
<br />� 4//NNItAeM1eN1A '/.." �>�2"� M 36 M ��• 0, �u 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC v."r„„�p(aee°Rj :�w�io
<br />DENSITY OF 0,55 OR EQUAL 4>mt m-+1 PxW1Ee {A3A}6�-16HN, FAN: (Na414a-67a7
<br />.m
<br />4.-000671N lX1A1. NP
<br />PE 96AlfSKiLaTUt@'J6KFE *ALTER A 1&UI b., PE a-ew
<br />lte. , 7 SiwET i6 or iN
<br />4_0
<br />N
<br />C_
<br />U)
<br />M
<br />N
<br />�--A
<br />U
<br />N
<br />O
<br />C
<br />.0
<br />C:;)
<br />M
<br />0-
<br />Q)
<br />(Q
<br />O
<br />(n
<br />O
<br />O
<br />Q
<br />C
<br />6
<br />O
<br />O
<br />LL
<br />L�
<br />O
<br />-
<br />/�S'� V
<br />\
<br />•�
<br />N
<br />i
<br />O
<br />O
<br />L
<br />F
<br />_0
<br />-
<br />'IL^U
<br />VJ
<br />Q
<br />E
<br />Z
<br />r�
<br />w
<br />J
<br />-+--R
<br />v
<br />0
<br />L_
<br />0_
<br />0
<br />CL
<br />Cl
<br />MM
<br />W
<br />LU
<br />a
<br />z
<br />z
<br />Q
<br />J
<br />a
<br />SHEET NO.
<br />SH 1.4,
<br />
|