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<br />END CLOSURES DETAILS
<br />FOR
<br />INSTALLAT-19N IN
<br />POURED CONCRETE,
<br />7 1
<br />1
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<br />CE�.FIEO PANEL NSTALLATION AT WALLS W1 I
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<br />SURFACE LEVEL VARIATIONS WITHIN 3/4' 1
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<br />FLORIDA BUILDING CODE (Non High Velocily Kur Icon. Zon
<br />CASE E (PLAN)
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RAIING (padj AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />LAR STORM PANEL 11'� INSTALLATIONS INTO WOOD STRUCTURES
<br />(VALJD ONLY FOR PANEL (D INSTALLATIONS AS PER ALTERNATIVES IVV THRU 4W, ON SHEETS 6 * 7)
<br />MA)(. A
<br />MAXWUM ANCHORS SPACING FOR EO, - AS SHOWN ON SHEETS 6 At I
<br />A"U`C`8L'
<br />MAXIMUM
<br />-SO
<br />DE59GN
<br />PRESSURE
<br />ALMRNUI
<br />PANEL
<br />LENGTH
<br />RATING
<br />TAPCON
<br />LAG SCREW
<br />PANEILMATE
<br />PANELMATE
<br />WOOD BUSHING
<br />CU ANY
<br />SNATCH
<br />IL ,
<br />(P.- I )
<br />FEMALE ID
<br />PLUS
<br />OF THEM
<br />I" I
<br />-
<br />13'
<br />W
<br />13'
<br />1 3 .
<br />1W (TOP)
<br />--- ---L3' - - -
<br />13"
<br />---- -
<br />Ir - -
<br />- ry
<br />- -
<br />--- -13-
<br />- -- ---- - -
<br />ir
<br />,-----
<br />I* (BOTTOM)
<br />1 -
<br />2W (TOP)
<br />-- - -
<br />S 112�
<br />- -61;� --
<br />2
<br />---- .
<br />6 1/2-
<br />I - - - ---
<br />6 ,/2,
<br />-
<br />a "2.
<br />� - -.---
<br />- - -:- -- -
<br />- -6 �i, - -
<br />--
<br />121/2'
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<br />LESS
<br />- .
<br />8.
<br />0.
<br />-
<br />a.
<br />- - .
<br />- -
<br />.is )
<br />117-
<br />-
<br />,3, -
<br />- -
<br />13"
<br />13-
<br />,3.
<br />12 .
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<br />I
<br />+45. -45
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<br />- - -
<br />,3.
<br />13.
<br />1 13'
<br />13-
<br />4W (BOTTOM)
<br />-
<br />OR
<br />LESS
<br />13'
<br />-
<br />'s,
<br />--- -- - - - -
<br />13.
<br />- --- - --
<br />13'
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<br />B 1 2'
<br />/
<br />-- - --
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<br />(TOP
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<br />- ---
<br />13'
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<br />1 .
<br />�-
<br />,3.
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<br />- ------
<br />6 1,'2-
<br />--- - - -,--..-
<br />6 1/2'
<br />6 1/2'
<br />-
<br />6 1/2'
<br />-
<br />6 1/2'
<br />2W (TOP)
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<br />_ 6 _ 1/4'
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<br />- - 5 - I/ � 2 - -
<br />1. -.-- 5 - Ij2' - -
<br />- --
<br />- -
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<br />�W-00P) -
<br />74*-4'
<br />--- 4 .;-�i.
<br />- -- 7 �- - -
<br />- - -
<br />- - -- 7 .
<br />-
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<br />-
<br />- 4 1/2' - --
<br />_ _____ _ �
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<br />_ _ _ _ _
<br />1
<br />?
<br />-
<br />- - � 12' -
<br />- '? .- - -
<br />.
<br />- - --
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<br />-----
<br />I4W (BOTTOM)
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<br />8 1/2-
<br />I I
<br />--- --
<br />ISEE TABLE #1 FOR MAX. A,S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER (bA 15
<br />I USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I
<br />MAX. A.S.O.
<br />MAGWUM ANCHM SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7
<br />APPLrLE
<br />.U.w
<br />DESIGN
<br />PRESSURE
<br />AETE:�'
<br />PANEL
<br />,F�T,
<br />RATING
<br />TAPCOIN
<br />LAG SCREW
<br />PANELMATE
<br />FEMALE ID
<br />PANELMATE
<br />PLUS
<br />WOOD BUSHING
<br />COMBINATION
<br />L
<br />(P ." )
<br />OF 7KM
<br />( ,,I )
<br />13.
<br />,3*
<br />11 -
<br />13' ____
<br />13'
<br />__ _ __
<br />Is (TOP)
<br />_---- -
<br />--- - ---. --
<br />Ir
<br />I � - - -
<br />,3.
<br />I - --
<br />,3,
<br />- - _
<br />13,
<br />_
<br />8 .
<br />sw (BOTTOM)
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<br />6 1/2-
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<br />6 112-
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<br />6 1/2-
<br />- ----- --
<br />2FE (TOP)
<br />--� -
<br />6 1�2�
<br />. I—- -
<br />-
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<br />-
<br /> ,
<br />4� ii, - --
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<br />- 12 112-
<br />----
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<br />2w (WIT -)
<br />5 -O"
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<br />I 7'
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<br />-
<br />8"
<br />a . 11
<br />-
<br />-
<br /> - -
<br />3m (Top,
<br />OR
<br />LESS
<br />1 1/2'
<br />S'
<br />a'
<br />a
<br />, -
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<br />IV- _
<br />_ _ 13'
<br />,3"
<br />I
<br />"'
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<br />4W
<br />I
<br />45 -45
<br />13'
<br />- - 'j,
<br />13-
<br />--
<br />13'
<br />, --
<br />1 13*
<br />,(TOP)
<br />4W (BOTTOM)
<br />Tb.
<br />-75. -75
<br />'3
<br />,-.----- --
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<br />1. (BOTTOM)
<br />13*
<br />,3.
<br />73-
<br />13-
<br />6 '/4-
<br />--- ----
<br />a 1/2*
<br />- -
<br />6 1/2'
<br />1_
<br />- - -
<br />5 1/2*
<br />-- � - --
<br />6 1/2'
<br />-- - --
<br />6 1/2'
<br />---.-.-
<br />2* (TOP)
<br />-- - __
<br />-
<br />.
<br />-
<br />-
<br />6 1/4-
<br />_
<br />12 112-
<br />__ ---
<br />IF ,/."
<br />�5,-O,
<br />2w (807 -)
<br />- - ----- - --
<br />. '12-
<br />- - - -
<br />- -
<br />5- - . -
<br />-
<br />; - 112-
<br />. . ivr -
<br />I
<br />- -
<br />- -
<br />, � . , -
<br />-
<br />ill OP
<br />v I
<br /> - - -- -
<br />To
<br />.
<br />7 -5.
<br /> -- -
<br />1.
<br />- - - --
<br />5 ,/2'
<br />I .- . �
<br />a .
<br />�
<br />a.
<br />-
<br />3W ON)
<br />- ---
<br />ET -
<br />-
<br />- -- 12' -
<br />-
<br />-13, - -
<br />- --
<br />13' --
<br />- ------ ., �
<br />5 1!�?:
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<br />I
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<br />----
<br />I I,
<br />-
<br />4W (80TTOM)
<br />I
<br />- - - -
<br />,3.
<br />I - _ _
<br />13'-
<br />13'
<br />___ ___
<br />I 13,
<br />I
<br />I - % TABLE #I FOR MAX. A S.D. DESIGN LOADS & MAX PANEL LENGTHS WHEN SPACER !�� IS
<br />D. CORRESPONDING ONLY TO ALTERNATE 2W* ON SHEET 6 1
<br />JMLLAL A .
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<br />A.S.D. DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
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<br />6,-8,
<br />> 40 PSF TO 50 PSF
<br />6'- 2'
<br />-7-7
<br />F 7- �;F . PSF
<br />5*-10" -
<br />a MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
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<br />EXISTING POUREII C C * . I I - E ISTING POURED ' ' I I -
<br />I Ck'
<br />CGNCR IF OR CONCRETE OR
<br />CONCRETE BLOCK : " t4, c BLOC. L. - : " 1!�
<br />REQUIRED I I I t. 11 Ilr - ALCAAAED - . , I I I fsvoo,,o)
<br />-�N� L , i � I . *,. : I . L
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<br />I/4'# PANCLUATE PLUS 1/,-. PANt1w1 , ` AM"
<br />ANCHOR IS 12 1/2' 0 C 0 WOUMLS ANCHOR (BEYOND) " e MEL
<br />WALL MOUNTINGS
<br />� -FOR SCALE 316-1*
<br />SEE SHEETS 15 & 16 FOR AW-M reK FIT
<br />INSTAU.NrIONS INTO WOW PRIME MADMICS
<br />."- `NC`FD" Nos ME, VN.w COME 06744a
<br />ARE MICATED ON THIS SCHEDULE FOR CD JEW THAII
<br />INDICATED 04 SCHEDULE REDUCE A%C"OF, SANDINIC V
<br />MULTIPLYING SPACING SHOWN ON SCHEDULE V �
<br />FOLLORNI� FACTORS FOR THIS DIFTEPAIDN 10 ME POSSIBLE.
<br />REDUCED SPACrmG OGFTAVNED LUNG. SHALE .m BE
<br />LESS THANi �M SRNC,Nft. NOCATED PDFI EACH ANCHOR
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<br />FLORIII A BUILDING CODE (Non High Velocity Hur leans Zon*)l
<br />.=� %q.. - 24 GAGE GALVANIZED STEEL STORM PANEL I ""Y"
<br />DIVIRK,
<br />, I - " . w"
<br />LC D"T
<br />I I L I E C 0 , w c - ,,, GLOBAL PROTECTION PRODUCTS- L - 72`/
<br />,UT Ne A -. .-- "m 51 STREET
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<br />- I (a�)M-7515� IAK -",
<br />- W.11-1-- --=." Pro"L 20-175
<br />�=19- :-: OAMlwC ., -
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<br />MAXIMUM A.S.0 DESIGN PRESSURE RATING (1a.m.f.) AND CORRESPONDINrg MAXIMUM ANCHOR SPACING SCHEDULE
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<br />(VAUD ONLY FOR PANEL(j) INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
<br />MAX A.5 0.
<br />MANIMUM "HORS SPACING FOR MIN E.D. PER SCHEDULE BELOW *
<br />APOUCADL,
<br />To SE'
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<br />SHEET NO.
<br />SH 1.4I
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