|
END COSURES DF-TAILS FOR INSTALLATION IN POURED CONCREJE,
<br />CONCRETE BLQCK QR WQOD STRUCTURES: VAUD E08 REGULAR. LIFE
<br />SAEETY & E-Z HANG STORM PANEL 11) SYSTEMS
<br />M I- I
<br />., I I
<br />..
<br />I I- -I----4 a OR -
<br />,(�) 1(9
<br />, 1 � 2' . 3' . .m3* 3105
<br />W.3-ve 'Lwy Cw_ "-14��
<br />S, st."I (1) & 0 REQUIRED ANGLE .111, ,
<br />- WM4 t/4'. . 1 3/e 1 #
<br />�. " TAPmm 41' '51"0101 � -
<br />C1 ) 7- ;-
<br />POURED CONCRITE. Mile
<br />0LOCX OR e,ie WOOD FRANC' I/el . I sl'*C�` :11
<br />,,,,,, .I Z' � _ 21/2-
<br />REOU'ROD =w=1x1%§7-- I - , T-
<br />L-41
<br />I
<br />2'.4'*M FRINN't " OR(b * ml.�- �,
<br />isvirsaw I N4Lr Awa 11
<br />-
<br />DECLARED - I . L
<br />�-,, ... I � . - Ile GAP
<br />I
<br />/---\ \V- I f�.'# . 1 3/4, . ...... � �- 77 ... �
<br />I =7 --IL I 1,
<br />-- A 4=;", -T
<br />AP:mNAmcNmR . I I
<br />..,
<br />& 19, O.C. � W"a LED LOCATION
<br /> `i , 1 2: . 1: - -.
<br />, .1, VARIES . - 1 2, 1 2 � . . - -
<br />--./ - -0j I r M.
<br />yt
<br />I But L <Im �
<br />AUJNI� AN= OR
<br />� �i � - - - - I I M, I P.. I AM, 3105- is" SHM PoLm CONCRETE CDN� z
<br />2, x e x .1 I� I - I TR,-, MFTAL AWV BMT PLAT .;
<br />J105-HI. �?o T ' T i - . 11LOCK OR 2'W WOOD FRA&AE
<br />-1 2 1/2' 7 -�i / 7 I I 1-1 ,i" ru RECLINED
<br />Nle 1)
<br />ED -Is XLOY -;. 2,
<br />C IIJ I m /
<br />ONT. AWW. AN= - 1114
<br />At GAP \-�
<br />I
<br />1/4' . SOLT z j� . r . m7r
<br />0 Ir aq- 3105-ft'. Olt INDUs- �gt
<br />w/,NNCXNUI C.1- N- ANGLE
<br />CA E A (PLAN) C. AS E I (PLANI 9ASE C (PLAN) CASE D i(PLAN)
<br />1
<br />SCALE I/e-i' SCALE I/*" -I' SCALE 1/4'�I* SCALE 1/4"-l"
<br />I-.----- - � --
<br />, SOUO-SET OR CALK-W
<br />- I POURM CONCRETE— _Jgp$.Vq,PG ,�=="All -
<br />�� ---- II- -4----L3) _ OTC AT`
<br />I "I'm POLAW Cc ,a a .9 OFT WHOM BLOCK 0.4 , � PANStMATE :VjX
<br />CONCRETE It= .. I OR 2'N#* WOOD � � SIDES or OPSIONG SCHEDULE _
<br />r-- -"6m L Fi�;-411H'-], 4) & (m I `�.
<br />e.41 WOOD - - - ? AS � ; to si If)
<br />��
<br />� OPENING INTITIM) - CONCRETE. CONCRETE REQUIRED I , , 1w I . - --- I �� 11 �, -
<br />'
<br />ON OR 2%C WOW FRAMEE I (Di , .. % , ,----,. , � - .. 1.
<br />" . - LLLLLL ..... I �
<br />I WOW" � ......... I'll, ��� '. -. 11 -�, , a I.V., kkl. / - -%
<br />I I ,
<br />IN
<br />I
<br />I
<br />I
<br />. I
<br />--I I I.- -(_'0.(t OR4 ",\ / - 01-v=w-&
<br />V
<br />! VAR I
<br />; z r m- " RARMLIL to
<br />I WALL (NEVER CUT ONE PARM)
<br />I X - RO.'DISTANCE I 1-m
<br />. �-Ci , I
<br />i .
<br />�
<br />� I ` , I
<br />i I
<br />;---- -, I r
<br />;a 'IV "A A A"'
<br />=- "PHOWAN CASE G (P
<br />.4 .
<br />/-� 1 �,-\-��
<br />-.1 - ,'f'A� - TIZ4*"I"' SCALE 1/4'. I'
<br />;Z, , " -ii�W�;,
<br />,ACHAZ . DC.- -.� ,N,
<br />.0 -, ,OV. 1. V" FOR DIRECT MOUNT INSTALLATION ON &
<br />Lwy/
<br />r:?
<br />..
<br />S .: I . % CERTIFIED PANEL INSTALLATION AT WALLS
<br />3 .' 1 SURVACE LEVEL VARIATIONS WITHIN 31C
<br />z . No, 44167 *. -
<br />I S
<br />E*:
<br />- , * .*- FLORIDA BUILDING CODE (Ron High Velocity HID Corte Zone)
<br />CASE E (PLAN) I- -3, I, . EOF .-,Ar * 24 GAGE GALVANIZED STEEL STORM PANEL
<br />SCALE . t, .,- I 0;020 naval .e rJ..
<br />.
<br />1/4--l' SCALE 1/4--l" � .�.r - S, DAM or.
<br />---,,O- .�� lop !��.. 'O.,
<br />., it) .�.�00
<br />z, , � ... '. - OrInl"21,
<br />11 SITI GLOBAL PROTECTION PRODUCTS, LLC. DOE,
<br />41";"`,q?! � -
<br />z �-- �----�
<br />,ill .... �..o ,` - 4400 I-W. 81 511127
<br />;V,,-,� =14
<br />4�,� &Z., I=! 4 a %r=-
<br />%;� 20 -175
<br />� "Nals,' G,,N)XA .� '06,
<br />/ � OW Xli�, tw 117$ )INNIN-40417
<br />- ORRANd ft
<br />CA-DOGs7tv
<br />!-I
<br />fi,
<br />P.E 900413NONATIONUUM W." I J, P1 mm a of Is
<br />. - A mum wiz , I -- m . .
<br />. I
<br />MAXWVk-Aj,%-��SURE WING (12a.f.) AND C&MRMODINg MAXIMUM ANCHOR SPACING
<br />SJORM PANEL nilNUALLABONS INTO W0012 STRUCTURES
<br />(VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7)
<br />MAk XS.D'
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P.-J.)
<br />MAXIMUM ANCHORS SPACING MR E,D. - AS $40" ON SHEETS 6 & 7
<br />"U",
<br />ALIEFINATIVE!
<br />jj AJw
<br />NATION
<br />OF THEM
<br />—
<br />PANEL
<br />L04GM
<br />-V
<br />(ft.)
<br />-
<br />TAPODN
<br />-
<br />LAG SCREW
<br />PANELMATE
<br />FEMALE 0
<br />FANELAhATE
<br />PLUS
<br />WOOD BUSHING
<br />13,
<br />13"
<br />13,
<br />isr
<br />Is'
<br />its ?i� �)
<br />13,
<br />13, -
<br />- 13, -
<br />Is-
<br />13,
<br />its (BOTTOM)
<br />6 Ile
<br />a Ile
<br />5 Ile
<br />i Ile
<br />0 l/r
<br />2W (TM
<br />-
<br />-
<br />-
<br />8 I/e
<br />12 1/2,
<br />6 1/4,
<br />2W (W"..�
<br />51--W
<br />---
<br />a-
<br />r
<br />S.
<br />-
<br />3W (Top)
<br />OR
<br />LESS
<br />-----K-
<br />'.
<br />'.
<br />-
<br />r
<br />e
<br />-
<br />3W (amirov)
<br />—
<br />Is-
<br />is-
<br />_F
<br />13
<br />—
<br />Is-
<br />—
<br />Ir
<br />W?iW)
<br />+45, -45
<br />OR
<br />LESS
<br />-'--
<br />Is-
<br />Is-
<br />13'
<br />13,
<br />14*
<br />4W M110M)
<br />13'
<br />I r
<br />13*
<br />13"
<br />8 1/2,
<br />Iir mp)
<br />13* I
<br />IS'
<br />137
<br />is'
<br />'.
<br />IN (Earrom)
<br />6 Ile
<br />6 1/2,
<br />6 I/e
<br />6 I/V
<br />6 Ile
<br />- tilop)
<br />-
<br />- -
<br />. 8 Ile
<br />- 12 1/2-
<br />- a Ile
<br />(WTT�)
<br />ii m
<br />>$--or
<br />4 I/e
<br />1 .-
<br />I 6 Ile
<br />1 6 1/2'
<br />1 -
<br />am
<br />I TO
<br />,V-e
<br />/�
<br />L
<br />1
<br />A T /2'
<br />1 -r
<br />1 7.
<br />1 -
<br />SW Maric")
<br />T4
<br />o 1/2�
<br />1 9 Ile
<br />132:
<br />4w (To-)
<br />.
<br />'31
<br />1 ;
<br />I � �
<br />,
<br />�4*
<br />. ,/,
<br />. OMOM)
<br />-
<br />---A --I
<br />SEE TABLE #1 FOR WX A.S.D- DESIGN LOADS & MAX PAW LENGTHS WHE14 SPACER _ IS
<br />I * USED, CORRESPONDING ONLY TO ALTSINATE 2W ON SHEET 6 - I
<br />MAX. A54.
<br />DES"
<br />PRESSURE
<br />RATING
<br />(PA�I.)
<br />MAXIMUM, ANCHORS SPACING FOR r.D� - AS SHOWN ON SHEETS 6 & �_
<br />APPLICABLE
<br />to
<br />ALTIERNANNES
<br />41%,
<br />OF THEM
<br />MAMUM
<br />=
<br />v
<br />(it')
<br />TAPCON
<br />LONG SCREW
<br />-
<br />PANEUMATE
<br />FEMALE TO
<br />PA14CUNNATE'
<br />PLUS
<br />WOOD BUSHM
<br />I y
<br />IS"
<br />I r
<br />I 37
<br />13,
<br />IN (w)
<br />-
<br />IS-
<br />13*
<br />13,
<br />Ir
<br />e
<br />iss Fa&iw)
<br />-
<br />O 1/2*
<br />6 Ile
<br />a 1/2,
<br />6 Ile
<br />5 I/e
<br />2w pop)
<br />I
<br />-
<br />-
<br />6 Ile
<br />12 1/2'
<br />6 114'
<br />Its 03171")
<br />6 -O"
<br />-
<br />7'
<br />7 Ile
<br />a.
<br />a,
<br />-
<br />3W M
<br />OR
<br />LEW
<br />7 1/2,
<br />'.
<br />B*
<br />15*
<br />-
<br />aw (00170110
<br />I
<br />is.
<br />--
<br />13,
<br />--
<br />ly
<br />--�i�—
<br />—IT--
<br />4w �wj
<br />"Sl -45
<br />TO
<br />+75. -7$
<br />IS,
<br />13,
<br />13"
<br />13"
<br />13,
<br />-
<br />-
<br />is"
<br />Ir
<br />13,
<br />Is'
<br />)0*
<br />is, (I"
<br />-
<br />Ir
<br />13'
<br />13,
<br />is,
<br />, Ile
<br />Its (BOTTOM)
<br />8 Ile
<br />6 1/2-
<br />IT 4/2'
<br />—1/4-
<br />6 1/2-
<br />6 Ile
<br />2IN (TOP)
<br />-
<br />- =-
<br />--T
<br />-
<br />12i/e
<br />—6 17+-�
<br />2W (am..)
<br />w-0.
<br />4 Ile --
<br />51 1
<br />7 1/2'
<br />7 I/e
<br />-
<br />3w (TOP)
<br />70
<br />7,-!r
<br />I
<br />1
<br />"now)
<br />13"
<br />1
<br />- (TOP)
<br />.
<br />I IS"
<br />1 13'
<br />1 13* 1
<br />'s.
<br />FW (ECTIM) I
<br />—
<br />ISEE TAKE #1 FOR MAX. A.S.D. DESIGN LOADS & WX PANEL LENGTHS WHEN SPACER 0 IS
<br />* USED, CORRESPONDING ONLY TO ALTERNATE 21ff ON SHEET 6 1
<br />IN"
<br />ib A
<br />A.S.D. DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSP OR LESS
<br />i
<br />6*-er
<br />> 40 PSF TO 50 PSF
<br />-
<br />61-2.
<br />[-
<br />> 50 PSF TO SO PSF
<br />-
<br />, 5'-10'
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE _FXAWZ ID OR PANEL MATE PLUS
<br />ANCHORS & Wil (& ��,ti�Ql& 1/2' O.C.
<br />JdAXIMUM A.S.P., QL%GN PRfZSUflE RATING (pA.f.) AND CORRESEONDING MAXIMUM ANCHOR SEMINO SCHEDULE
<br />FOR REQULAR $"RM PANEL (1) INSTAI QNCRETE A GONCRUE BLQCK STUCTURES
<br />(MD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5)
<br />MAX. XSD ,
<br />DES"
<br />PRESSURE
<br />RATING
<br />(PxTj
<br />MWINIUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MIN EIL
<br />PER SCHIEDIJLE
<br />BELOW *
<br />APPLICABLE
<br />To Sec��
<br />MMMUM
<br />PANEL
<br />LEWIN
<br />,
<br />(it-)
<br />Mo� AS�O,
<br />DEW14
<br />PRMUK
<br />RATING
<br />(P..'e')
<br />�--
<br />MINIXIMLIM
<br />AICHORS
<br />SPACWG
<br />FOR
<br />MIN E-M
<br />PER SCHEDULE
<br />BELOW ik
<br />,
<br />-=
<br />I
<br />&
<br />MAMMUNI
<br />pole,
<br />LENGTH
<br />V
<br />i k1j
<br />TAPODN
<br />SOLEt
<br />-SET
<br />FEMALE
<br />to
<br />I PLUS
<br />INAAC-AMUN
<br />I
<br />-"------
<br />- , I
<br />. L,
<br />Cowsm-
<br />or It"
<br />TAPCON,
<br /> -
<br />SDUD-SVT
<br />P
<br />FEMALE
<br />ID
<br />PANELMATE
<br />"
<br />ZAMAC-NAIUN
<br />C"-IN
<br />-
<br />-w-
<br />To
<br />—
<br />=
<br />=i
<br />=
<br />To
<br />---
<br />.
<br />TO
<br />TO
<br />-.&--
<br />To
<br />EONCHM
<br />I
<br />13'
<br />To
<br />=
<br />�&
<br />to
<br />==
<br />CON26
<br />to
<br />MOM
<br />To
<br />to
<br />CARE.
<br />-
<br />to
<br />aminn�
<br />�
<br />CC,= I
<br />OF IHIEJA
<br />+4*. -44
<br />OR
<br />LESS
<br />—
<br />ir
<br />13,
<br />IS.
<br />13,
<br />13,
<br />Ir
<br />ISr
<br />Ir
<br />-
<br />is,
<br />is,
<br />ly
<br />Ir
<br />I (Top)
<br />-- --
<br />-
<br />5�61
<br />OR
<br />LESS
<br />
<br />+41%-O
<br />TO
<br />.E*, -05
<br />-
<br />—mw
<br />13,
<br />13,
<br />15,
<br />Ir
<br />-
<br />.Maz,
<br />13,
<br />Ir
<br />13*
<br />is'
<br />Ir
<br />Ir
<br />it Ile
<br />I pop)
<br />I
<br />V.-V
<br />OR
<br />LESS
<br />—
<br />13,
<br />Is'
<br />13,
<br />ly
<br />137
<br />13,
<br />Ir
<br />is'
<br />ly
<br />I� 3'
<br />13,
<br />�F-
<br />T —wrrom)
<br />-
<br />Ir
<br />i2r
<br />is-
<br />Ir
<br />Ir
<br />Is-
<br />13*
<br />13'
<br />Ir
<br />IS'
<br />Ir
<br />I 1 1/2'
<br />1 (8017011A�
<br />IS"
<br />".
<br />13,
<br />11'
<br />13,
<br />is*
<br />v37
<br />is'
<br />yr
<br />S.
<br />ir
<br />70
<br />ir
<br />ir
<br />2 VOP)
<br />13,
<br />13,
<br />13,
<br />13,
<br />ir
<br />13,
<br />IS,
<br />13,
<br />ir
<br />IT
<br />Is-
<br />It 1/2'
<br />2 (MP)
<br />13'
<br />ly
<br />Ir
<br />13,
<br />13"
<br />is,
<br />13"
<br />13,
<br />is, -
<br />I .
<br />13"
<br />".
<br />ir
<br />ir
<br />Ir
<br />it Ile
<br />2 (BOTTOM)
<br />Ir
<br />-Ir
<br />13'
<br />Ir
<br />137
<br />13,
<br />ly
<br />ly
<br />13*
<br />13,
<br />IS*
<br />�
<br />13"
<br />3 (top)
<br />la
<br />t.
<br />-
<br />-
<br />i.
<br />,,i
<br />I '.
<br />1�
<br />11
<br />1.
<br />-
<br />- . -
<br />� (Tw)
<br />-
<br />-
<br />12 1/2'
<br />12 1/216
<br />Ile
<br />6 1/012
<br />Ile
<br />%2 7/2'
<br />-
<br />-
<br />-
<br />1/4-
<br />-W
<br />0 Ile
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1/2-12
<br />1/2'
<br />6 I/e
<br />5 Ile
<br />12 1/2-12
<br />Ile_
<br />-
<br />-
<br />s Ile
<br />—w
<br />6 I/e
<br />--aF-
<br />3 (flonow
<br />a-
<br />87
<br />Ti-
<br />a-
<br />a-
<br />8*
<br />I w
<br />'.
<br />1.
<br />a-
<br />7 Ile
<br />4 CM)
<br />-
<br />8*
<br />r
<br />8-
<br />6 Ile
<br />a'
<br />7 Ijej
<br />r
<br />. 7-
<br />Z-Kii)-
<br />-±�-
<br />0'
<br />-
<br />r
<br />-
<br />ST
<br />-
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<br />-
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<br />137
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<br />1
<br />-
<br />13"
<br />!3,
<br />13*
<br />IS,
<br />5 twmm)
<br />13'
<br />1 13*
<br />13.
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<br />ly
<br />--
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<br />5 (ROMIA)
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<br />11
<br />kiti
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<br />13"
<br />, "r ,
<br />13'
<br />11 Ile
<br />6 mm
<br />-
<br />-
<br />a 1
<br />! /47
<br />6 1 le
<br />--
<br />9 Ile
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<br />'s,75"
<br />6 1/4'
<br />I7
<br />0 1/4'
<br />'
<br />6 400TT.'-)
<br />IS'
<br />_
<br />1.
<br />13-
<br />10 1/2'
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