|
I . - ,. ": -; , ,
<br />MkXIMUM KS41.
<br />"
<br />T-
<br />- P w-
<br />WoRv. -
<br />PANEL
<br />I
<br />I - TV
<br />M"
<br />IND -1
<br />(SEE )
<br />,. GLASS
<br />CONDITION
<br />SECTIOW
<br />+86,0, _75.3
<br />10' OR LESS
<br />I Z 9/ir
<br />BOLTED -
<br />-
<br />I ,%,,Z�
<br />.�,,,
<br />+88.0. -75.3
<br />70* OR LESS
<br />1 2,7/0-
<br />1 E.G. -
<br />1 4� & 4`W _
<br />�WLAN F" 'WIW 'OF `P - _' A' � - - V` � "ENG"'
<br />WI�.1k.'411111,W-!R-A-M-1:�--il,rm;j;i*-i�ilj-.i4m:�.Nif,[%f.IrKaw'd.x.�-1;�;i*l;�.�,10,�1,J�al,flt.it�lti[JIW�",[.;.:I.I;
<br />mWiw il f-1,Lm1af.X-i471r-4:; - - .
<br />- t.___._�,�� m
<br />MAXIMUM
<br />A.S.D. DESIGN
<br />UAXWRIM ANCHORS SPACING FOR I- P. - 3 1/2- -
<br />-
<br />APPLICABLE 70
<br />j 4.
<br />AM -
<br />OF THEM
<br />mgX1UUM PANEL
<br />LOWHI ILI 01)
<br />]
<br />PRESSURE
<br />RATING
<br />(P-J)
<br />TAPCDIM
<br />CALX*(
<br />PANDMATE nX0UE 0
<br />To
<br />-
<br />To CONCRETE
<br />..x -7-"
<br />m
<br />To comemar
<br />,
<br />I " - I
<br />m=
<br />TO CONCRETE
<br />I- QVIKIRETE
<br />BLOCK
<br />12*
<br />N/A
<br />12*
<br />NIA
<br />12'
<br />N/A
<br />-
<br />12'
<br />N/A
<br />__
<br />1' & 2' (TOP)
<br />it'
<br />'. *
<br />to*
<br />1.
<br />5-
<br />4'
<br />_
<br />'.
<br />".
<br />IV
<br />1. (oorrom
<br />I. (VOTTOW) +
<br />SERIES 2DDO )+
<br />12"
<br />1.
<br />12'
<br />,x
<br />1.
<br />1.
<br />-
<br />A,
<br />-
<br />'.
<br />'� Eg"ITTO.)'
<br />+66.0, -75.3
<br />N/A
<br />N/A
<br />- N/A
<br />N/A
<br />N/A
<br />N/A
<br />i2 I /1.
<br />11,
<br />j1NI/A
<br />2- (BO10M)
<br />t
<br />70* OR LESS
<br />7'
<br />N/A
<br />6 /2-
<br />1 N/A
<br />4 1 2'
<br />M/A
<br />4 1/2 .
<br />. ( D )
<br />.3' (TIP)
<br />12*
<br />-
<br />N/A
<br />12*
<br />1 N/A
<br />9 1/2-
<br />N/A
<br />9 1/2'
<br />-
<br />N/A
<br />.,
<br />3- (BOTTOM)
<br />VC
<br />12"
<br />-
<br />NIA
<br />-
<br />12"
<br />I
<br />- - -
<br />N/A
<br />12'
<br />1
<br />1 NIA
<br />i 12'
<br />N/A
<br />" (,up)
<br />V (TOP)
<br />a - 1
<br />12*
<br />8'
<br />12'
<br />1 9 1/2-
<br />12- 1
<br />11- 1
<br />-
<br />12- -
<br />___ I'll 1
<br />.
<br />4- (BOTTOM) I
<br />I
<br />* LHATED TO 86.0 ps.t. ASO. OEM PRESSURE RA7WI
<br />A SEE SHUT 23 FOR ANCHORS TYPE & SPACM FOR INSTAUATIONS INTO WOOD
<br />nuwc IRAILDW
<br />04WJM ANCHOR SPACHARS AND VIM" EDGE OISTANCE ARE MWIED ON WE
<br />SO4OXM FOR EIX LESS THAN MrATED 04 SCHEDIALE REDUCE ANCHOR SPACING
<br />BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING . FOR
<br />THIS OPEIWMON TO BE POSSIBLE. REDUCED SPAONG OBTAINCo LISING FACTOR SHALL
<br />M11411" SPAIANG tMDgCATED FOR EACH 94MM TYPE AT
<br />==
<br />ANCHM TOE
<br />- 1/4%
<br />i/4'a
<br />1/,�'.
<br />Ile.
<br />�-
<br />-%w-.-,-ff
<br />mr
<br />.
<br />- ANCHOR VA9100 DF)
<br />3
<br />3
<br />j
<br />2,/2
<br />" "N'
<br />I
<br />I
<br />3
<br />.=
<br />�=___,,)a)
<br />3 1/2
<br />__2
<br />,/I
<br />4
<br />AMIL 1131. SK MONO
<br />_L_
<br />prim
<br />__I _
<br />, III—
<br />I -
<br />2 1
<br />;-!r
<br />I
<br />I .0 -
<br />1 31/2.
<br />- I
<br />I"
<br />I -
<br />I I.ogg j
<br />rlll�
<br />+ REQUIRES Max. DISTANCE BETWEEN BOTTOM OF PANEL
<br />AM (D TO BE, 1/2' 1/2*
<br />v M.-
<br />rv1_I__0
<br />++ REQUIRES M- DISTANCE BETWEEN BOTTOM OF PANEL i
<br />AND 0 To BE� Z11ir 1 3/1 or
<br />6L, m-
<br />BUILDING
<br />COMPONENTS FOR REGULAR, JjFE SAFETY
<br />& E-Z HANG STORM
<br />PANEL SYSTEMS
<br />(SCALE 1/2-l')
<br />i
<br />_____1____I5,I25. (TOTAL WIDTH�-----
<br />_�
<br />.
<br />I
<br />1 _2_,"Y"__7
<br />1/1*w
<br />�_______1Z15Dw
<br />�
<br />II
<br />So��_
<br />3 1
<br />_�_a
<br />(EFFECTIVE WIDTIO-----,
<br />�'_____G 1/4, CTYp')_�
<br />-
<br />-1 3�0
<br />,
<br />__
<br />f I
<br />/ IF
<br />," I
<br />I -37 �
<br />� .� , .
<br />� A N � L 1.
<br />-1 I.- - 1. 4.
<br />.1 . --
<br />I / /; 11,1*
<br />i -� =6 O.C�
<br />(WAY BE REVERSED)
<br />.�
<br />F,--1
<br />m5o Z�N
<br />I I �
<br />�
<br />,I .
<br />1 , i, ___ . -
<br />- - -
<br />I ,�
<br />IN I. � _,, , /I 3.3Yr �
<br />1
<br />I � I--
<br />I I .
<br />� 11 ..
<br />.Owl 1
<br />14 71,
<br />'I�Ckl
<br />y
<br />r- � -,
<br />*
<br />- I '�18`
<br />ermm
<br />� EDGE
<br />I
<br />c
<br />GALMOOZ STE"r
<br />ASYM 1 TYP.
<br />GRVE BOA03
<br />mmmu
<br />.000 . I z,T4 .-
<br />, _-, --,
<br />..
<br />Ow I .
<br />- - ., ; I
<br />t-SOO, -
<br />L
<br />i
<br />; I-Oulm A
<br />-60 mv.
<br />r
<br />4F
<br />EWE I I 2.,.
<br />� �
<br />L_
<br />� . :L-=.;
<br />___
<br />-
<br />.
<br />���__,C';"')l
<br />_ T I _I=U - ---------------
<br />D U-P-A- -A - - - t I----
<br />--2.ODO* 11 ;;; .
<br />PANELS SHALL BE INSTALLED ALWAYS
<br />-2.218'r
<br />FROM LEFT TO ROD W1 1/2- I=
<br />AT END AT LEFT SIDE OF PANU
<br />*H' HEADER (�) -f- TWK
<br />(�)
<br />(�) ANGLE WITH STIM
<br />,
<br />Awa Is END LIP ',�,_,_,� i 11 _,�
<br />I-
<br />W/ 4�_�, ,
<br />:� �_*44w - 4:0105,
<br />- . TOP a=
<br />71.
<br />1- z
<br />.375 .
<br />F _! . �PANEI�
<br />0,024- (ARI)
<br />"LVAMM STEEL
<br />I f-*
<br />----- - 2_59i, --
<br />, - 7,Km
<br />1�11 ....
<br />, -
<br />-71 MEWEQ�,
<br />133, *270*
<br />__ __
<br />" I
<br />'
<br />, -I- 40.2-1-V
<br />,
<br />�
<br />i F 1/1
<br />Is, _��_ _J 0.250'0
<br />.-H I'll --I
<br />--,/ --- -valem. �
<br />" -v
<br />i I-1_12 250--l-I
<br />�,,,.
<br />_," ,
<br />,,,"I
<br />- � I ,,,,
<br />ISOMIETRIC VIEW DETAIL A
<br />,
<br />i_ I __ _I _
<br />i
<br />1 j7j6.-pv-
<br />I OR f
<br />� -A
<br />F_ -
<br />3
<br />---I ROUNDED CORNER 0 END, - - S
<br />I.. _
<br />� ...
<br />t - Alk �0"'
<br />'�
<br />�, L
<br />- -
<br />i
<br />� � END UP W/ HEMMED EOM
<br />-2,378- -
<br />L_�_Uw;l
<br />.125*
<br />1
<br />�
<br />!
<br />3.7 � 50'
<br />� .072*
<br />i I (NITIS)
<br />.
<br />2.500' f I
<br />i I .091 .001,
<br />�
<br />i I I . (IYP.)
<br />I I I
<br />f= I-
<br />(�) �' KEY HOLE WASHER
<br />105-MI54 AWN. ALLOY
<br />.375* . I I TIP. Bottom
<br />I �_____Aar or PANCL
<br />----
<br />(�) KEY HOLE AT PANEL r
<br />I � __
<br />BAzimi
<br />i �
<br />i
<br />�
<br />1 2.1�4*
<br />I -.j "'. �_
<br />.wir
<br />I
<br />I .SCE SHUT MR ADDITIOWL
<br />� LIMITATIONS 51F W.UNE UEMGTII IS I i*�
<br />r
<br />I
<br />I
<br />I �
<br />! .
<br />I I . __ _�pql,
<br />1� � ! ,. (�) SLEEVE 2 1 r_
<br />1 2!w t__ MAX. LERM I
<br />. . .
<br />- .125, I
<br />.
<br />F_ olyp.) ,L.Iw_
<br />ONLY VALID FOR INSTALLATIONS INTO
<br />. . � WOOD STRICTURES
<br />:
<br />I _4_____1
<br />� 193'
<br />-2,543'-
<br />i
<br />" -2.000 . -- i I i I
<br />2- I 3.7SO'
<br />I
<br />; A25' 2.0.00, � 41mr-,
<br />�
<br />t-118 *0 L I (TYIP)l I IT.- .,,ox - I
<br />!
<br />Aa7_1_1-
<br />�
<br />i
<br />;I
<br />i
<br />f CTYP.3
<br />1
<br />_____
<br />I
<br />I . "I"' To 5* W"_
<br />F
<br />.
<br />(R SLEEVE I - "
<br />L__2,000�__I - _j
<br />Lm
<br />(@ AN9LE
<br />(B 'J' TRAC @ PANEL HANGER
<br />I'll, �
<br />- I
<br />V
<br />�
<br />I
<br />I.., I �
<br />E
<br />_____:LDOO,___ - RINN.,
<br />� I
<br />I ------ i � 11!
<br />I .
<br />F . _j, _
<br />I --, rw, A70* MIK
<br />i r ". .0.2
<br />� . � r_______r__
<br />-�- ,
<br />IP
<br />."Y'.,., ,
<br />r', ,,,,
<br />`7,N
<br />141TW:.�14.4 .
<br />�,-Q� � - - �i E N � � - - .-fo
<br />S ..
<br />- . .
<br />, : ..
<br />Z' : No. 44167 1.
<br />Ic
<br />(I 1/4- WIM)
<br />� (USE ONLY FOR E-Z Kk% STORM
<br />SYSTEM) 6053-TO ALUM,
<br />\
<br />. Sq FLORIDA BUILDING CODE
<br />PANEL
<br />ALLOY
<br />(Non High Velocity HUM tons zorge)l
<br />,
<br />J
<br />7
<br />it
<br />F- 121' ,M`
<br />2�000* , I 7 I. -
<br />I 2Y i�. i;�- - * 0
<br />.Ow t_��` n _', I
<br />.
<br />'P-.
<br />F!6 4
<br />.
<br />- �*. I *1
<br />- . * 10024) TITIO). INC. F.P.
<br />t,,* . ', �OF -1: 1 24 GAGE GALVANIZED STEEL STORM PANEL
<br />STATE DRANK` ft
<br />I !
<br />L-2-000 -
<br />(TYP-) . ,_ _ �250
<br />.. - SEE SECTIONS --- -
<br />LAN.
<br />- L
<br />_
<br />�"JD '.
<br />_ 0 ._ !Dl,__
<br />7.
<br />E� �
<br />' -
<br />of 11LIECO.... \ GLOBAL PROTECTION
<br />W/27/1000
<br />PRODUCTS, =. CATV
<br />- -
<br />@ emp-qv "r
<br />204'
<br />(R sump-ouT al TRACK @ & (No m=p wimaNuT
<br />_
<br />"
<br />; " , g,
<br />, ,
<br />"Aff - . -MIL..
<br />- - !%�xl= - - . - MAE.
<br />- I PAO - I-- DMAIXNW-74�
<br />-
<br />0�-- iflegg
<br />5 STREET
<br />FL =14 -175
<br />F�, W)NO-M7 20
<br />- i - UKA" -
<br />TRACK ANGLE
<br />(ZAMAC 3 ALLOY)
<br />WUM141;1 1111
<br />! I 1 WAM 2 OF It
<br />.
<br />.
<br />INSTALLATION DETAILS FOR REGULAR EANE
<br />INTO POURED 90tiCRETE OR CONCRETE BLOCK STRUCTURES
<br />�
<br />ALTERNATE CONCRETE
<br />ANCHORS LOCATION
<br />.
<br />CONCRETE ANCHORS ! 1_(ME SCHEDULE ON EXISTING POURED CONCIRM
<br />(Ur sctimtu OFF-,; Exingm POU*EV qogi� 1 SHUTS g THROUGH 10) _
<br />OR CONCRETE BLOCK -1 .
<br />SHEETS 9 THROUGH 10� OR CONCRETE BLOCK i �
<br />: I REOURED. I
<br />REQUIRED. F �
<br />� LEG
<br />EXISTING p I _ LOCATION CONCRETE ANCHOR
<br />VRED
<br />., JE COLIVO-I � (SEE SCKE
<br />I � - . SOWS 9 THROUGH I 1 -- A�k)
<br />. -I- -
<br />Mug 0400A WN) I
<br />F_ (4-1, I
<br />- 'j��*.Il
<br />I 1/4- � � f ji/4-
<br />gle_�I* S_-1 " W xv, .
<br />MAX. CONCRETE ANCHORS 1 & 12 1/r 04� i
<br />I I -I (SEE SCHEDULE ON-'- i : 1 -7
<br />11 ! SHEETS 9 THROUGH 10) I �__________1
<br />1 i t I
<br />(
<br />� I 0 1 "I'll .. - . , I Wp/ I v ig-
<br />_j�jf.-;;n, �
<br />i � �_f 1 4 PANEL LENGTH
<br />GLIT'-,
<br />M : 1 Ep, I , (SEE SCHEOULE
<br />I I -1 I O.N
<br />i�� 4
<br />I I WK
<br />&1111:,�
<br />, . . AGIR
<br />I' I SEPARATION .
<br />I I , - � __T � It (a)
<br />mm�,q
<br />I = ��_ " , I ( I � -1 TO QLAMSS� ON SHEETS
<br />"
<br />0 __ �,_ 44 -I omm� i ON TO GLASS. I ; �Sm SCHEDULE I 9 & IT
<br />I _�, - 111a� i i "
<br />"_ -
<br />I I I ummi an r-'r) ILI M... -A (SEE EDULE ON .. - - -._ .0 i I ON SHUT 3) 1 VEI;Eio SPACEIO
<br />I, - _,---- -, - - I * I----
<br />SHEET 'L,
<br />L_
<br />f
<br />_ - "
<br />LENGTH I _._ __ W., ��A�` -, �� - -"- �
<br />I I . PANEL -L __ - v 3
<br />A. - - __ - - -A--- (SEE SCHEDULE r -- I _N ,___ - =1=11-41 PANEL LENGTH 111 ==41
<br />; 1--w- . --I----- 0", I ,
<br />.� .
<br />EX= (SEE SCHEDULE
<br />� ON SHUT 3) 1 1 III ---I ON SKEET 3)
<br />- I �
<br />SEPARAXIM
<br />� =Ia� f- -------
<br />i MIH
<br />it _
<br />TO MASS. I
<br />--II _AJ) 1 1 I � f i
<br />SCHEDULE L_ - - . . L =��
<br />j(SEE I
<br />, I
<br />a ON - 3) i OU � I � ; I
<br />I I OF V . , OF 'L* J , � ! __01 , �
<br />I I No I �� MAX. , � �
<br />, . I I � ;
<br />I i
<br />(i)_�
<br />011�_
<br />. 56X !
<br />I I , 11 � I i
<br />_� 1 0 12 llr O.C. I � ! _11-1--A ED .1 � !
<br />i ma� .
<br />: � � : �
<br />I I i L . i . __
<br />I i I . I I
<br />I
<br />i
<br />� ,v - I 4
<br />R � I t
<br />0 ---i __J p __6 fir L ' I
<br />wo �0 ! ;
<br />i =
<br />I - 1. - - , CONCRETE ANCHORS I i :
<br />- (SEE SCHErDUUE ON _____.._j ------ -,I
<br />EXISTING POURED � (SEE I=LE OJF I ,,.- .
<br />11 PC OF WALL OR SLAB SHEETS 9 THROUGH I 0) -0 I SHEETS 9 THROUGH 10) - 2 i/b* LOW MAX ALUMINUM
<br />REQUIRED � .T. CONDITION) 109 SPACERS 0 =" O.r_ VAUD FOR
<br />41' NO POURED CONCRETE V"ETIE i ALL MIGN AND PANEL
<br />I ; i � C ONCRETE BLOCK EXISTINO POURED _j i LENGTHS PER SHUT 3.
<br />CONCRETE 1 , � �N RECUIRM. OR CONCRETE BU IA� ". MAX. LONG ALUMINUM SPAOM 9
<br />(SEE SCHEDULE 0 REOLORED,
<br />11. ,ED ....-
<br />SHEETS 2 THRw 1 2 I1Z O,C� (SEE TABLE #1 ON
<br />SHUTS 9 & 10.)
<br />CEILING A��MQUNTIHG BUILD-9K INOUNTJNG WALL MOUNTING AIRECT MOUNT YLIEMERS (9) OR
<br />SCALE 3/8-1- wm,p %M,g
<br />"144011119"*06,
<br />A. Tit I ;,"N.
<br />� ........
<br />eo;j�
<br />* FLORIDA BUILDING CODE (Non High Velocity Hu Icons Zone)
<br />it,4t-"�IIENj�"--��\
<br />: ..,* 0. 44167 I. 1 Ixogge mu-m Ac. 24 GAGE GALVANIZED STEEL STORM PANEL CP_
<br />z
<br />= *: -
<br />. .*= OPAWN ft .
<br />FOR MOINATION OF S = . * : 2 01/27/3020
<br />EDGE DISTANCE 1� -$-.. STATE OC< , Z, 11LIECOopie" 01-OML PROTECT" PRODUCTS,
<br />E.D. -(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE . _ - !�__ 1, ,V,Wo &W 01 KING &� 61 617101T I.I.C. am
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUrT ANY 1�� 1. �,ggxo� 064) IAV& FL =4
<br />iNSTALLATON. �_X/T4 .9c 169-1845L M (04)100-4117 20-175
<br />OVA" No
<br />"*ft
<br />A.4 sicAw
<br />1j1f11lma%I$vi/$0wggAgE,wm V.47M A. lufft� PX I 1 . - 1 m p- - - 1 "m 6 or is I
<br />um f-11 . , I -
<br />- .
<br />I
<br />INSTALLATION
<br />DETAILS FOR SERIES 2gQO Ik JQ99
<br />INTO EXISTING WQOD KRUCTURE5
<br />E-Z HANG
<br />STORM PANEL
<br />-1
<br />� - -
<br />- I , �
<br />, , ,
<br />, � 1 1/4'4 LAC SCREWS 0 S' OC. W/
<br />" i 1 1/2- MIA. THREADED eDWIRMUM ,
<br />I
<br />,
<br />� ,
<br />-
<br />1
<br />, ,�
<br />I
<br />/ 1 3/4'0 LAG SCREWS 9 5- D.C. A/
<br />I I 1 1/2- Ml� THREADED PENETRATON
<br />/ -TO EXISTING WOOD WADER. N
<br />/ 11
<br />�
<br />r,-1
<br />Ir 4
<br />AEOLIgm!)
<br />Mum O-Ncm-
<br />1/4'0 LAC SUM 0 S' O.O_ W/
<br />1 1/2- mt,' THIWADED PG&7RATIGN
<br />I i -70 E90M WOOD WAM.
<br />I , i
<br />- I , 1�
<br />/ ,� i '�, i I ) ...... . 0 co.t. pul- S,KS.
<br />I
<br />I - - - or 0
<br />1"11,
<br />, I ,
<br />/ ; 4 Out" SA.S. I
<br />" , ) --@ 0 E& END OF(D ,
<br />\ - ,
<br />�
<br />\ / //
<br />, \ / \ /
<br />I
<br />� TO DWINIC WOOD HEADER
<br />I 1. - -
<br />�
<br />/ , AC&
<br />/ 6 C-
<br />__� e '1� -
<br />><
<br />/ , +
<br />5 . �
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<br />(2) PROCEDURE M DETERMINE MAINIUM AIND, LENM
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<br />GIVEN A KEGATIVE A,S.D OESIGN LOAD DETERMINE "WRA PANEL LENGTH *L-* FROM SCHEDULF
<br />FINAL MAIG" ALLOWABLE PANEL LENGTH IS EQUAL TO THE MINIMUM DErOum PANEL LENGTH
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<br />E; " i LEM" O� Y_r) I EXISTING I ,SIN I � 2-x4- WOOD -_
<br />OlInN-0-4 1 4-- ------I �
<br />LASS I / , i GLASS SEE ;6,_E_ 1 __(i) i PLATE REWIRED
<br />�_
<br />I I f
<br />� ! ON Smm 3) DIRECT MOUNI W/ SPACER a
<br />1 1
<br />I . t i
<br />: .
<br />t I � * I I -
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<br />SCALC 3/8-1,
<br />I i _�D , �
<br />� 1 � --(4 ;
<br />I I
<br />1 sm � , - If 0 12 1/2' OLC, SEE TABLE #1 ON SHEET I 1 FOR MAX. PANEL. LETMHS &
<br />i I -, - � '� . -
<br />I
<br />t i OF "L ' ��� - I I MAX. A.S.D DESIGN LOADS FOR THIS INSTALLATION.
<br />,�
<br />iUli ,
<br />__� - 1�f , �
<br />MAX. !� EO
<br />I ! - -If� i i 1�� - F =
<br />- - ,,� ------�o �, , t_Lj____
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<br />I '�, , 0 12 1/2- O�C. i t ,�_ 1� � -
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<br />-- I , i,_ L_j , ** Jim
<br />I-- I - i
<br />"
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<br />__ - , I STAMERED W1 STUD
<br />, lif . ..-..-- N
<br />Eb �� , __1___j � ,� � I I � I � I � SPAM GA MW BE I I/Z' Logic IF.
<br />If 1� � (SEE SCHEDULE ON
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<br />I
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<br />, , �,
<br />' "' " I q L\ , li � t i , , �� SKEET I 1) !r
<br />2"x4* DOD , � ! 'I �11� I ' � L-1�4) \ I (I� 12XIAN"m "gS =`t04oW1A `RJ3WT1gV9U"K0""MW`A`NY` _V
<br />� i ' , *Am 1� , ,
<br />W __� , - 1, 1--
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<br />,
<br />PLATE REQUIR I � , ii :,, KKOW "000' immam ON sort 11)�
<br />�, �,, �L __ _=1.1EANCHOR1 ? 1 I L , 1 21 41 WOOD CURRIBITLY
<br />i;wm, SOMAINION TO QLASS Impom 1
<br />I ,�
<br />�
<br />' 1 , i . I FEV W/ STUD �, _. -
<br />� -4XIE REQUIRED III wLm.i;-..== .0- -.-.,re-.-.-
<br />�' ) i'i I �
<br />(SEE SCHEDULE ON 11 , --
<br />L 1�i Eai:F��
<br />, t I : SHEET 1 1) me 6 A RESIRICTION Awm 12 t/2* 01C. SPACING ALLOWED ON
<br />I j I 10�
<br />,�`�
<br />SKEET
<br />� \
<br />, I � (3) w An DEAN PREMM
<br />,�, � I 1, *4101 -0 P.t. (J) WX 24 OAGE PANEL LENGTH IS WRD TO 114- AT ANY OPENING
<br />�
<br />� 11� RESTRICTION FROM LARGER PANEL LENCTIM AULDOED ON
<br />v 00 M"IMLAM STORM PMM LENGTH 0 =.!"A SHEET fI)L
<br />G
<br />WALL MOU"m MOUNT
<br />11111"'T
<br />IV
<br />ALTEMOME 2W (4) I 112' LONG SPACBR COMPONENT f2A SHALL BE AS 94VAM ON
<br />M =RA PANEL 0WAILWINGH is ONLY 6
<br />SCALE 3/a-1- SHEET L IMSTAUATIC" or /r LOW PAM IK n owy
<br />I I
<br />M�
<br />WfO AN EXISTINKI WOW FRAME WALL. ww "R wm ZONES 1. 3 AS WERRIZ, BY AM
<br />E_,MM GONNUAD Asg THE 2010 (70, WITION) OF YW FLORIDA
<br />SCALE 3/8-1. (4) 04TALLATICH Wj=m MR wm VIALAING CODIL
<br />i
<br />I ZONES 1. 2 A 3 PER r
<br />192a-*& "#4"A,,Agg,,
<br />, � I
<br />I �11:.TKQ,
<br />".
<br />NOTES, .. ��r,EN&e.
<br />... FLORI A BUILDING CODE (Non High Volloceffty no Zono)
<br />i; am 1101IM Ac. Cp
<br />N= EM COMBIMMON OF SECTION : 1. INSTALLATION ARE ONLY VXJD FOR MAY. KS.0, f .-' NO. 44167 % = 24 GAGE GALVANIZED STEEL STORM PANEL ORION st
<br />DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS !*: -
<br />: 3
<br />AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR I * *
<br />TOP & BOTTOM MOUNTINGS CAN BE . : - WIV12M
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') % -*-. STATE 0 - ' 11LIEC01110C. GLOBAL PROTECTION PRODUCTS, LLC. DAM.
<br />_ ,
<br />!"111,
<br />INSTALLATION. k � 51W. 31 !TRW I
<br />-AORID - * a�" DAMC FL
<br />1 2. FOR NEW WOOD FRAME CONSTRUCInON: WOOD - .., =.
<br />PHOW (Abg)M&t5W?5, FAX- (04)601-41W 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ,*1;11gTi6=*
<br />I DENSITY OF 0.55 OR EQUAL . ..... ma,viii..'.. �mw,o - 00444 ".
<br />wm1m & .21 J,� � F�L
<br />I il i w! I � gow A of is I
<br />.
<br />9ENO& NO=
<br />(1) IQ -- 0.55 MiNA:
<br />�,�Iftnm A.1���
<br />JEI
<br />Waft& (P,F_D�) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE 0 TAPOON ANCHORS, AS MANUFACTURED BY LT.W BUILOEX, INC
<br />14P
<br />WITH THE 2020 (7th EDITION) OF THE FLOROA BUILDING CODE. THIS STORM PANEL WALL NOT RE INSTALLED AT HIGH - #14-10 PANO.WATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRICANE ZONES (MIAMI-DAIDE / BROMM COUNTIES). - 1/4'0 LAG SCREWS PER N_D,S_
<br />DESIGN WIND LOADS SHALL 13E DETERMINED AS PER SECTION 1609 OF THE ADM UENTIONED CODE. FOR A IMSIC KIM - 7/16*0 . 5/8' WOOD BUSHIM, AS DtSIRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO.
<br />SPEED AS REQUIRED BY THE JVRWVION WHERE STORM PAWL MU, BE INSTALLED. AND FOR A DIRECTIONALITY FACTOR
<br />KV-0.85, USK ASCE 7-15 AND SHALL NO EXCEED THE MAXIMUM (&S,D-) DESIGN PRESSURE RATINGS INDICATED ON SHEETS CA) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS StiIALL BE 1 1/2- AM 2- FOR ELCO PAPIELWnE PLUS
<br />3. 9 THRU 12 & 17. 18. AND PANELMALE FEMALE 10.
<br />N ORDER TO VEPJRY THE ADM CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-iG SHALL BE FIRST
<br />REDUCED TO A.S.O. DESIGN PRESSURE RATING BY MULTIPLYING THEM ErY 0.6 IN ORDER TO COMPARE THESE W/ MAW. (A.S.D.) C,2) MINIMUM THREADED PENETRATION OF LAC SCREW. INTO THE WOOD FRAME UNIT SHALL. BE I i/2-- NO nffNEADED
<br />DESIGN PRESSURE RATINGS INDIGAICID ON SHUTS 2�, 9 1 2 & 17. 18 PENETRATION INTO STUCCO SHALL BE CONSMED AS PART OF THE REQUIRED THREADED PENETRATION.
<br />94 OPIDE TESTED WERE NOT OVER STRESSED, A 33X INCREASE W A1.LOWA8LE
<br />STRESS FOR WIND LOADS WAS = USED IN THEIR AXALYSI& FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SKAU_ BE AS INDICATED IN THIS DRAWING
<br />ACCORDANCE WITH N.D.S. 201IL .
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE RAS VEEN VERIRED IN ACCORDANCE WITH SECTION 1609.1.2 OF C.4) MINIMUM PENETRATION OF WOOD GUSHING SHALL BE 5/8'. 1/4 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM
<br />THE ABOW MENTIONED CODE AS PER AMMHAII TEST LAS OF SOUTH FLORIDA REPORTS 10814.01-01 AND J021942-09. AS SHOULD STUCCO EXIST, ANO 1* MIMMUM FOR W&LS WITH NO STUCCO.
<br />I'M ESTO 1 2-99 & ASTM E 110-02 STANDARDS, AND AMERICAN TMNG LAB SOUTH FLORIDA REPORT #IW.01-10 AS PER
<br />JAS_21DI AND TAS-203 PROTOCGLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION IM OF THE C.S) IN CASE THAT PRECAST STONE, ,OR PRECAST CONCRETE PANELS, STU= OR WOOD BOARDS ITC FOUND ON THE OnTING
<br />FLORIDA BUkLDINC CODE WALL. ANCHORS SRAUL BE LONG ENOUCH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,
<br />ANCHORAGE SKALL BE AS MENTIONED IN CA), C.2) & C.4)
<br />2. ALL ALUMINUM EXTRUS*n to BE EO63-T6 ALLOY ANC IEWPER, (UNLESS OTHERWISE NOTED), SEE SHEET 2 (0) ANCHORS SHALL BE INSTAILIAD FOLUOMNO ALL OF THE RECOMM04GAII00S AND SPE(IFIVAT)ONS OF THE ANCHOR'S MAIIIIIFACTURER,
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 5105-HU ALLOY. 8. PANELS MAY ALSO BE INSIAUCD HORIZONTALLY FOLLOWM INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4
<br />4- ALL STEEL SHEET METAL PA14ELS SHALL HAVE STRUMNAL QUALITY STEEL ASIM A-653 GRACE GO MINIMUM, G60 GALVANIZED THWUCH 5) EXCEPT THAT HEAOC"(D A:* SHALL HOT BE USED,
<br />STEEL DES04ATMN W/FY- $2.2 k1i (AFTER POLLM), 9. FT SHALL BE INC RESPONSMUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5. ALL SCREWS TO BE STAINLESS SICEL 304 OR 316 AtSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL, AS PER DIN ATTACHED TO WSURE MPER ANCHOR41GE� THIS SHUITER SHALL ONLY BE ATIACKED TO CONCRETE. BLOCK OR WOOD FRAME
<br />BUILDINGS.
<br />50018 W/ 50 k., VICID STRENGTH AND go k., TENSILE STRENGTH AND SKALL COMPLY W1 FLORIDA SUILVING COOF SEGTION
<br />241 1 ,33,4. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90'. AS PER SECTIONS 1, Z 4, 5, 6 AND ALTeRRAIMS IW, 3W & 4W ON
<br />SHEETS 4. 5. 6 & 7 RESPECTriELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE WARMING INSTRUCTING OMER OR TENANT TO
<br />5, BOLTS TO BE ASTM A-307 O&VANIZED STM OR AISI 104 SERIES STAINLESS STEEL WITH 38 W MKIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING.
<br />7- ANCHORS TO WALL SHALL BE AS FOLLOWS: 1 I. THE INSTALLATION CONTRACTOR IS TO SEAL/CAL." ALL SHUT`rER COMPONENT EDGES WHICH RUM IN OMMUOUS CONTACT WITH
<br />THE BUILDING TO PREVENT WW/RAJN INTRUSION.
<br />(A) TO EXISTING POURED =iCIRM
<br />- 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. INC, CWY. l'o-3192 p��.) iZ. STOIN PANEL INSTALLATION SHALI. COMPLY MTN SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
<br />- 1/4* 0 x 7/8* CALK -IN ANCHOR% AS MANUFACTURED BY MVALT INC. PROVIDED ErY THE JLW#SDtV*N WHERE PERMIT IS APPLIED TO.
<br />- 1/4'0 . �1/4" SOLO -SET ANCHORS. AS DISTRIBUTED BY ALL PONT SCREW, SOLT & SPECALM CO.
<br />(wrt. f,_3000 P..J.) 13. (a) THIS PRODUCT EV&UATIOK DOCUMENT (P.E.M) PREPARED BY THIS ENGINEER 15 GENERIC AND DOES ROT PROVIDE INFORMATION
<br />- #14-10 PANELMATE FEMALE 10 & PANELLOTE PLUS ANCHORS. AS MANUFACTURED Fry ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PR.ECT; �.. WHERE THE SITE CONDITIONS DEVUTE FROM THE P.",
<br />- 1/4'0 ZAMAC MUN ANCHORS, AS MAINUFACTURIED BY DEWALT, INC� (b) CONTRACTOR TO BE RESPONSIBLE FOR TKE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAMN Of THIS PRODUCT
<br />A.1) MINIMUM EWOME14T OF 7APCON ANCHORS WTO POURED CONCRETE SHALL BE 1 �1/4'; 2' FOR EIM PANELMATE AND BASED ON IRS P.E,D. PROVIDED HE/SKE DOES NOT DEMATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />OONSMCTIGN SAFETY AT SITE IS THE CONTRACTOWS RESPONSIBILITY-
<br />1 3/4' FOR ZAMAC MPLIN ANCHORS,
<br />(�) THIS PRODUCT EVX-LL47ION DOCUMENT WILL BE CONSIDERED LWkJO IF MODIFIED,
<br />A.2) CALK-N & SOUD-SEr ANCHORS SHALL ERE ELISUDED 7/8' INTO THE POURED CONCRETE. NO EmagEoUgEw Iwo
<br />STUCCO SHALL BE PERMITTED. t/4' P-20 SCREWS USED El"I BE 1 t/2' LONG MINIMUM SHOULD SWOO EXIST, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHTECT WHICH VALL BECOME THE
<br />AND 1, MINIMUM FOR WALLS "IN NO STUCOOL AND MAY BE KEADCD SCREWS OR ALL THREADED Sam" WIO HEAD, ENGINEER OF RECORD (E-GA �O ' AND 0 WILL BE RESPONSIBLE FOR THE
<br />-&'M PWRIO,
<br />PROPER USE OF THE P, .1"
<br />BUT WITH WRIC NUTS E-D R01 . ING AS A DELEGATED ENGNEEP TO 144E
<br />P ED� ENGINEER, SHALL SUBMIT TO IRS LATTER THE SITE SPEVM DRAWINGS FOR REVIEW,
<br />A�3) IN CASE T14AT PRECAST bTONE, PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS RE FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS SHALL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANCLS� I.) THIS P,E.O I SHALL IVEAR THE DATE AND ORDINAL, SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SHAUL BE AS MENTIONFU N ALI) AND IN k2). ENGINEER O� RECORD THAT PREPARED IT.
<br />(B) TO OWNG C E 14, SHU,, MANUFACTIRIER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY 1. T. W. BIJILDEX. INC. PANEL SHUTTER IN ACCORDAWE WITH SECTION 1709.9.2 OF FLORIDA SULDING CODE ONE LABEL
<br />SHALL BE PLACED FOR EVIERY OPOONG. LABELLING TO COMPLY WITH SECTION 1709.9.3 OF THE
<br />- 1/4' 0 . 7/8 ' CALK -IN ANCHORS, AS MANUFACTURED BY DEVIALT. INC. FLORIDA BLMLOiNG CODE.
<br />- 1/4"O X 3/4* SOLID -SET ANC140n. AS DISTRIBUTED BY ALL POINT SCREW. BOLT A, SPECIALTY CO,
<br />_ #I,, -IQ PANCL"TF FEMALE 10 AND PANEIJAVUE PLUS ANCHORS. AS MANUFACTURED BY EUC0 CONSTRUCTION P MWtt,
<br />- 1/4- A ZAUVVC: KAIUN ANC140M AS MANUFACTURED BY DEWALT. INC. A, Tjj
<br />. . �:. ��i
<br />'ME ....
<br />0-1) MINIMUM EMBEDMENT OF TAPC - ON ANCHORS, EUCO PANFINATES AND Z4MAC WJUN AANCHOR. INTO �gci� . FLORIDA BUILDING CODE (Non High Velocity Nu Icons Zone)l
<br />..
<br />BLOCK UNIT %tALL BE 1 1/4 � _
<br />I
<br />: .2m Tkim INC.
<br />- - 10,44 7 " � 24 GAM GALVANIZED STEEL STORM PANEL -
<br />*. S 0IMMN. I
<br />0.2) CALX-IN & SOUD-UT ANCHORS SKNLL BE EMBEDDED 7/8- INTO TFE CONCRETE OLD" UNR�=Z: _r�
<br />W; IST�
<br />STUCCO SHALL BE PERMITTED- 1/4- 020 SEEM USED SHALL BE 1 1/2- LONG MINIMUM 5 * Mllv__�� 1.
<br />AND I" UNMUM FOR WAU.S WITH NO STUCCO. , ., z GLOBAL PROTECTION moucts. Lm
<br />�1_ �__ �__
<br />- - . .�_ - 4m so, V P1117
<br />B.3) IN CASE THAT PRECAST STOW, OR PRECAST COf4RETE PANELS, STUCCO OR WOOD BOARDS 'RE FOA,1:1jZ ORI ,.� , �'Im',Hc*_ WME. � =1
<br />--- *
<br />, .. .
<br />BEHIND � MF=--r- _T R0004L gAMXgM1-734& FAt 4
<br />EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE AC . . � .F tw-)m
<br />� .. - 19�V=__
<br />ANCHORAGE SHALL BE AS MENTIONE0 IN 0.1) AND IN 61). - C.-OON'719
<br />1-f _-_1GAIE , -,
<br />I
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<br />!W-M
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<br />- ='POURED CONCREM
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<br />STANCin W/ SlUff-
<br />(SEE SCHEDULE ON
<br />SHEETS 2 THROUGH 10)
<br />(SEE SCHEDULE ON
<br />V= 5 THROUGH 10)
<br />B ILO -OUT KQQNTINIG
<br />jwm,
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<br />, SCALE 3/8-1-
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<br />FLORIDA BUILDING CODE (Non High Vitiocity Nu cone Zone)
<br />F-D. - EDGE DISTANCE
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<br />- IN.
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<br />0.44167 * I
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<br />GLOBAL PROTECTION PRODUM. LLC.
<br />T1.
<br />OPOW ft
<br />"tir"
<br />(SEE SCHEDULE ON
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<br />SHEETS 9 . I.)
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />TO SUIT
<br />S_
<br />.
<br />-
<br />ORO',-
<br />� S.W. -
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<br />COMBINED IN ANY WAY ANY
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<br />ADEQUACY OF EXISTING WOOD / ; f .- - I/
<br />--_ p � - 4
<br />SM TO BE CERTIFIED BY � __;,� ii 11
<br />'.. 0 / I -, / -40
<br />REGISTERED "MR OR 4 , , - �
<br />ARCHITECT 3R TO SHUTTER / I / ___ --- 1 ir
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<br />I --j MAX. WOOD HEADER I :
<br />- . --ME - --------------I
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<br />� _ I _ __& a , �
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<br />ON SHUT 3) j - AS, BOATS It qp � Mh Saww" TO GLASS, I i
<br />IV FA aw � I (SU SCKMULE ON SHEET 3Y - - I IL
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<br />I I I 1 Sm DO r-r 1: MAX ! .4 1 , 9 ok 0~ PANEL LENGTH
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<br />I I - PANEL LENGTH M. Y,-., ON SHUT 3)
<br />! I I (SEE SCHEDULE DISnbp I
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<br />---- = ECK REQUIRE �" �_WOOO ANCHORS
<br />WOOD ANCHORS ___- RECURRED \�' � I (SEE SCHEDULE ON
<br />____ - 1 1 \ '�� SHEET 11)
<br />(SEE SCHEDULE (n�_ ____ 3 4' ----- �� ", I � � � I -
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<br />CEILING AND NOR MOUNTING BUILD -OUT MOUNTING
<br />ALIEENATWE 3W ALTERNATME 4W
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<br />NOTE FOR COMBINATIQbl_��_ NOTIES, FOR MAX. A.S.D. IF * f NO. 44167 - I FLORIDA BUILDING CODE (Non High Velocity Hu cone Zon*)l
<br />I, INSTALLATION ARE ONLY VAUD - - : -
<br />TOP & BOTTOM MOUWTINGS CAN BE DESIGN PRESSURE RATING (p.s,f) AND PANEL LENGTHS U . -, xam ,x=. W_ 24 GAGE GALVANIZED STEEL STORM PANEL F.P.
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 11% STATE OF . -1 DRAW et.
<br />�. .. , ..
<br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 1� . z . lz--,
<br />11 ,o
<br />MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC F m PiRclown LLC. "I,"
<br />/ IL ECOiNc. GLOBAL PROTEM avla.
<br />DENS" OF 0.55 OR EQUAL .. &��ft -w sm. 61 SI-I
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