|
---
<br />-I--,'
<br />_1_._____ ___ - -_ - __ -_ ___ _. -_ - I---- __ _____1
<br />END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, I
<br />i CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE I
<br />SAFETY & E-Z HANG STORM PANEL J! SYSTEM
<br />" ;
<br />T_,- i 3 (4) 13 .(9 0 p POURED C
<br />VARE5 I . I - I DORIC BLOCK a- 7" . r , oIT3, 3lo5 14 OR I
<br />_ .1 , FRAME W63-T$ ALLCI COAT ALUM 1
<br />5' Mat wo"RED ANCtE I i/4'0 . I 3/4' .
<br />- 2 '12- 1 us"CON * T2, D.c I -_ '.
<br />POURED CONCREI CONCRETE : 1 , ,l m
<br />BLOC- OR 2'--' -000 FRAME PORED CONCRETE. - I I I , ". - . t I 3/ . TAPCON . I �= :) I
<br />R CONCREIE IA,DC1 Ol AKCHOR i 0C -_ 1
<br />1 EQU,RED t , ',4' WOOD FRNVE I 1, L i Or(# . I 2 ,/; (I -
<br />" MLn - - -
<br />i REQUIRED ; if . I Ilemn t�, 14. w '
<br />- t�l - - -- 1 - / / _j -
<br />----*,, \11, . __ �, - I - - I .: ANCHOR t., i � I : : I. - _7�77__
<br />1 1 M,, * ,2, . C III 2* , 21 . D55 To 1ALTI Lic ucsn,,*M
<br />I VAR.175 2,L 5" . 055 cow -
<br />_//1 \_ sr Mar 9 - L <135' .,�-. -, As . ANGUF FOR
<br />L , ORO 31 WIH .Arl POURED LONCRETI. 004CWTV
<br />2' 1 4' A '25'17 1, .1 f f It - - I
<br />I I - -" . V`F`A, .I. SENT P.T1 I BLOV, OR 2'.4' WOOD rpAw
<br />"o,3 , - OR I . .1.
<br />� I j 2 10- - A ,/- FLOURED I
<br />,D61-I6 ki.� , �lz. \< �-
<br />T A- WALL V.,, " , - M...
<br />I I" - I . �
<br />I T?'- - - I ... GAP
<br />,D7 '
<br />:'?,O C 3, O&-h': - OR W63-11 / I
<br />1AC,,,I TaresN_ INCLE I
<br />� CASE B (PLANI
<br />SCALE I I /�'� I' scAl, 1/11SCALF 1/4.1- 5-AL 1/4 I
<br />I
<br />I § SLANG -SET OR CAut-1.
<br />IT'. I OR CLOG PAIIELAPOE
<br />POURED OCKI"' Lm'� TRIM .I IsCALIE IT) AND
<br />I 5X PmA RITE I_ , � ',3 ,04 0 .(4 oir �WL BI TOP BOTTOM OR ".1DAIXTE PLUS
<br />S
<br />'0 cow " OR 2',1' RDOU SIDES X OPENI SI ON
<br />- (MIN PANEL cow_ M.Cz; OR - VARIES I IRAI', PDOU,PED AS APPLIC�•..�'+.-'_�r�L,
<br />OVERLAP B-OND 2%., WOOD _E -5* --I A) & fp QpEN.Nq WOTH) , INIURLD OUNCREIE. LOW" RFO�Asifo : 1, , IBLOCK OP 7'.., IKKID I�E " REOLIRED t ____�- " .�/I
<br />, -
<br />I 1ARIt, III/ I- (1) - ct OR 08 .� . 1 7 . 1. I 1 ME., III mIc.mo,", A
<br />RIAR FIAT FLANGILS PAIRALIn 10
<br />5' - 9 : -_ -1 , _ WALL (NEVER CUT END P.151) 1.
<br />I - 8 3 DISTANCE 1 _
<br />, I Iwl
<br />,
<br />.61
<br />1 ,
<br />- - - - I _. , I. I
<br />I 1. I ------ ,.V,II17IIH.IN,I CASE G (PLAN)
<br />I 1 117.�. 11 - �
<br />. I" . . .. . �'�i 7"", SCALE I/4_.I'
<br />1 1 . - ,, 11 11-1 I
<br />-.-- � � . -...E, ,,, N si. ..!I;� ,,, VA-0 FOR DIRECT MOUNT INSIA.UA IDN ONLY &
<br />4T 1:. S CERTIFTED PANEL INSTALIATrON AT WALLS W/
<br />i . I = : No. 44167 .- -- SURFACr LEVEL VARIA-V4S *THIN ,1/4'
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<br />= I � z I
<br />= . =
<br />- � * I , z FLORIDA BUILDING CODE (Man High Velocity Hurricane Zone)
<br />CASE E (PLANT �
<br />CASE F (PLAN) - - . I t ITE Or .�q� --- - 2`E.. ,. I 4 GAGE GALVANIZED STEEL STORM PANEL 11
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />NFDI11 F FOR REGULAR STORM AP NEL '1 INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL 0INSIALLATIDNIS, AS PER ALTERNATIVES IIV THRU 4W, ON SHEETS 6 8: 7)
<br />MAX. k SO
<br />D
<br />DESIGN
<br />PRESSURE
<br />RES URE
<br />RATS
<br />I, RATTING
<br />Isf�
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7
<br />APPLICABLE
<br />71)
<br />ALTERNATIVE-,
<br />0, ANY
<br />CUINXTION
<br />C, D-EW
<br />MAXIMUM �
<br />PANEL
<br />LENGTH
<br />.L.
<br />(" I
<br />TAPCON
<br />I LAG, SGII
<br />PANCLMATI
<br />FEMALE 4)
<br />PANELMATE
<br />PLUS
<br />I
<br />WOOD BUSHING
<br />13-
<br />1�3.
<br />13--- -
<br />- -3-
<br />IV, (TOP) -_
<br />-
<br />- --!a.
<br />-
<br /> a ,/2_ -
<br />-
<br />6 1/2-
<br />2W (TOP)
<br />__ __ , __
<br />E 112*
<br />___ -
<br />a ,/.,-
<br />- j-VjII_
<br />____1 -
<br />-
<br />8. -
<br />� ---- -
<br />-
<br />a'
<br />- _ _______
<br />- -_
<br />a,
<br />5,-0*
<br />OR
<br />LESS
<br />; ------------
<br />111
<br />--
<br />-
<br />-
<br />-
<br />(TOP)
<br />'it-(Wuom)
<br />a" -
<br />a,
<br />v
<br />- - w_________
<br />4W (TOP)
<br />,3.
<br />-------
<br />13'
<br />- - L --
<br />,3.
<br />.- ,_ -------
<br />13' __ __ __
<br /> - '
<br />____I Y_
<br />.-
<br />- (Borrom)
<br />.45. -45
<br />OR
<br />LESS
<br />13-
<br />I -
<br />13-
<br />-
<br />,3.
<br />- _
<br />. 13'
<br />13'
<br />I
<br />"'
<br />I
<br />-
<br />"
<br />_* ---!--------
<br />37
<br />8 /1,
<br />1w (w)
<br />--I -
<br />T
<br />_
<br />- .r
<br />3'
<br />,-i -_
<br />a 1/2'
<br />_____
<br />6 1/2*
<br />6 1/2'
<br />21I (TOP)
<br />6
<br />.i,T-- -
<br />. __� _s/r_ __ -
<br />- -- --
<br />- -;-2
<br />-
<br />>5--O-
<br />.ii-/i�
<br />1�2
<br />A.
<br />6 1/2-
<br />L' -
<br />6 1/2-
<br />-
<br />-
<br />(FOP)
<br />�i�
<br />Li -
<br />11 -a-
<br />- _�!_ __
<br />. t/2'
<br />,_ _ _�/��
<br />*
<br />- __j;__
<br />__._j: ----
<br />______________
<br />------
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<br />_i (jiijW
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<br />- __
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<br />1��__
<br />__
<br />�:
<br />- __
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<br />___
<br />4.
<br />.
<br />'
<br />V-0-P)
<br />iw IT
<br />I
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<br />li3
<br />_ - -,
<br />1 '3-
<br />- , - --L- ---
<br />[ . 13'
<br /> -
<br />9 �-/i� -
<br />-
<br />.w cDoFmy,
<br />I ---
<br />4
<br />- SEE TAKE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX PANEL LENGTHS, WHEN SPACER §A 15
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX A.S.0
<br />DES,GN
<br />PRESSURE
<br />RATING
<br />�
<br />(D I )
<br />MAXIMUM ANCHDRS SPACING FOR E.D. - AS SHOWN ON SKEE7,S & As 7
<br />APPIC�E
<br />ALTERNATIVE
<br />0 & My
<br />COMBINATION
<br />OF THEM
<br />MAXIMUM
<br />PAHEI
<br />' FNE411
<br />'L_
<br />(It.)
<br />TE
<br />FEMALE so
<br />PARELMATE
<br />PLUS
<br />I
<br />*COD PUSHING
<br />I
<br />,3 .
<br />,3.
<br />,3,
<br />1 �-_ ___
<br />3
<br />Y_
<br />1. �?Op)
<br />___ __
<br />13-
<br />- __ 1
<br />13'
<br />-
<br />13-
<br />I- __
<br />Ir
<br />- __
<br />8,
<br />- ----i
<br />-Ir -
<br />- ,
<br />,* (BOTTOM)
<br />-_
<br />a 1/2-
<br />0 1/2,
<br />6 1/2'
<br />6 112-
<br />- -
<br />I 2-
<br />-
<br />•
<br />2W (TOP)
<br />. ___ -
<br />7� - -
<br />� -
<br />- __ -
<br />- ___ - _ _
<br />7 I/?-
<br />-.-- -
<br />-� wo -)
<br />3W DOE,
<br />� I
<br />.
<br />5 -0-
<br />OR
<br />LESS
<br />6 1/4'
<br />__ - ___
<br />__ a' - -
<br />12 1/2
<br />__ I - -
<br />a-
<br />__ - - -
<br />(, Ile—
<br />- - �_
<br />- -
<br />I Ii2 .
<br />a .
<br />IF
<br />ZF
<br />-------
<br />-
<br />3w (wrium)
<br />-
<br />- 134
<br />- 1-3 *
<br />-
<br />- - I -
<br />!7
<br />__ -.- -
<br />T�*
<br />L. (TOP)
<br />45. -45
<br />�, TO
<br />5. -75
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<br />,3.
<br />__ -
<br />1 j -
<br />__ -
<br />ir
<br />- - ,.----
<br />13,
<br />- - __
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<br />1,w iBoTiom)
<br />I
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<br />- - ,3 __ .
<br />1 ,3.
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<br />13,
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<br />- so. -
<br />III (TOP)
<br />- _ -
<br />___
<br />13,
<br />Ij*
<br />is'-
<br />ly
<br />6 ,/,-
<br />I* (ol
<br />- - . -,
<br />6 112-
<br />.__ __ - -
<br />6 1/2-
<br />___
<br />6 1/2-
<br />6 1/2'
<br />6 1/a'
<br />2w (mp)
<br />--------
<br />-_ -_
<br />6 I / A.
<br />_ - -
<br />2' (BOTT -)
<br />'5.-O-
<br />_____ __ -
<br />-
<br />- __6 I le
<br />- ___
<br />12 1/2�
<br />- -
<br />-
<br />4112-
<br />�
<br />�
<br />- -
<br />-
<br />.
<br />. -
<br />-
<br />0 (Tal
<br />To
<br />" -5.
<br />__
<br />_ __
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<br />-------
<br />7 1,/2'7
<br />___
<br />__
<br />1/2'
<br />_w -,-
<br />- __
<br />- , - / . - - , ,
<br />`
<br />!�':_
<br />- ___F_____
<br />- �.
<br />-
<br />-
<br />iw mross I
<br />- _�L --
<br />I,.
<br />-- --
<br />I
<br />- --
<br />,.,w__
<br />- -
<br />,3-----
<br />--- - -
<br />5-112,
<br />isill (RCP)
<br />I
<br />L
<br />�
<br />I...- -t
<br />1 13*_ -1
<br />,3.
<br />- - -
<br />1 ,3.
<br />__
<br />1 i3 .
<br />. 'O,
<br />IN Twi"All
<br />-
<br />•_
<br />SEE TABLE #1 FOR MAX A.S.O. DESIGN LOADS & MAX.PANEL LENGTHS WHEN SPACER 6a 15 USED, CORRESPONDING ONLY TO ALTERNATE - 2W' ON SHEET 6 1
<br />JNLLJI a
<br />ALS.D. DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-8'
<br />> 40 PSF TO 501 PSF
<br />6'-2"
<br />> 50 PSF TO 60 PSF
<br />- -
<br />5.-10.
<br />A MAX PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE ,rKMALE ID OR PANEL MATE PLUS
<br />ANCHORS & W/QA ,� S , 4 Ishif ... Ij 112' O.C.
<br />AVT14 1.
<br />.. - .. /,-
<br />. , "
<br />. EN `_..
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<br />: = : N 44167
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<br />I 11�, . , . �, '$ - -
<br />" � �, / I .
<br />_11t�s^ 12., _,-..�*_Z' -
<br />�D "L�OOL "
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />"I.,
<br />-
<br />- 11L �ECO,lmc
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<br />GLOBAL PRO PRODUCTS, LINC.
<br />.1,
<br />,CTIO.N.
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<br />INSTALLATION DETAILS FOR LIFE SAFETY PANELIC-1)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4'0 TAIRCON EXISTING POURED I/A-1 TAP<OW -prSYNG POURED
<br />ANCHOR 0 9' OC CONCRETE OR ANCHOR a 9* a C CONCRETE OR
<br />. CONCRETE BLDCX " . � CONCRETE BLOCK
<br />. . . REOUAIED 1, REQUIRED
<br />; It � i
<br />� ; I'll 11
<br />. � 2: � ,z;
<br />I
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<br />I 1/2- I'/.- 1 ,/2- I "/4,
<br />MAX . ---,) MAKI
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<br />EXISTING-)i . � 1 ;,/,:e�. " To GLA'D , 11 :1 �._11.1��-p
<br />GLASS il -1 � I A, IN RSPB
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<br />.11 I "X " "1Lz;9:_1G_. , I ! I
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<br />I ,� I �.19, LENGTH
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<br />�N •v I (SEE ELEVATION � (SEE [ELEVATION
<br />I i- .� I � SHIM 12) 1. 4* I 11 ; ON SHEET i2)
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<br />,_SIEPARAT, Q1 I � j
<br />A To CLASS I : . I ! I
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<br />! i _
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<br />I I : � Cl ) "12 f � : Is- I
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<br />EXISTING POURED ED. : I [�ISTIJNC PO' AEC � � * :
<br />= , -&
<br />. INC OR 4 1 REIE OR I (-
<br />COICRETT BLOC. ,* Co.0" BE"
<br />Ri:O� *Er I � le1], - ATOORED - I ( ouraND)
<br />Ill - Is PAmE1A;ATE PLUS
<br />ANCHOR 0 12 1/2- O.0
<br />OR
<br />SEE MOTS 15 & 16 FOR ANI TYPE SPACRFOR
<br />NSI_1*NS wo wow FissMIE BUILDINGS
<br />.. - ANCHOR 1P,I014S .0 ...1. VICE DSTANR
<br />ARE .D.CATED 01 1HI5 SCHIE:,,.E TOP E . LESS T-
<br />.DCATED " SC.EOLLE REDUCE ANCHOR SPACING BY
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<br />IOULDNINC; (ACTORS FOR THE 0-m"ON TO ME POSSIBLE.
<br />DEDUCED SZING OBTAINED �S�. - SHAH NOT BE
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<br />-E ON IHIS SCHEDULE.
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<br />=M'L- 114'0 PANELAII � � = 0 REGULAR _ANJELS MCHOP RI 0 LETMEMPANEL
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<br />SCAE 3/8-1'
<br />7 ...... .. I—' A
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<br />FLORIDA BUILDING CODE Non High Velocity Hurricane Zone
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<br />DESIGN PRESSURE RATING (p,jil AND CORRESPONDING MAXIMUM ANCHOR SFACING SCHEDULE
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<br />(VALID ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
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