|
4.1
<br />- ---- ---
<br />FQR INSTALLATION IN POURED CONCRETE.
<br />OD STRUCTURES: VALID FOR REQULAR. UFE
<br />SAFETY & E-Z HANG STORM PANEL (f) SYSTEMS
<br />11 - - . I
<br />. I 1, :
<br />", I
<br />,, I-
<br />�?, \�, �11 .(�) 19 '(9 OR calff =. . .��
<br />-
<br />�, -1* a"
<br />FRAME 2* - 3' ' 093* 31 04 "
<br />I -"C"
<br />"
<br />� v :`�* wow
<br />,,, wo,3- �,
<br />.1 � -To ALLOV CW ,
<br />" 11
<br />", S, U. (3) & w . reavon - , ,
<br />ARGUE WITH 4.0 - I S"*� ' ,, I
<br />� ", , .
<br />, - L IAPMW 0 1 11 e - -
<br />I . I z W 2 OZ.
<br />I - I ... � '.
<br />�,`�, 11
<br />" 1 �
<br />'"
<br />= �21 .00WI= ="=,� .;k; I ��, 1 1/4** . .1. 3 - -�
<br />. .
<br />ANCHOR I I - I
<br />RLQL%KD I / L 4 . -- I
<br />I I
<br />"* WOOD FW*9 'I'll' I ORI Nn w. I
<br />"I if, -
<br />AfAum I I
<br />I I � t I
<br />I ; � ; �� ��` `t�t�, �-AM, ,,,, ,Y.,/,v -j
<br />X.11.- -�`�
<br />7,)7�7-/
<br />1% - . - , , , , -
<br />..., ,� ... ... � ��', ,�f',t% )
<br />, - ,&,%'� , . , '. ,�. "I
<br />- �,� --�e �, ,� - I.
<br />, A;- . 4 " " . , ; -/
<br />- I - , ;/.'. " 0
<br />"�- ,
<br />. , 0 tr cc 1 2 : 7'. 055 10 LR%A1E ULD LOCATION ��
<br />., - -
<br />/;7 � .x 1. VAM 2: 5* . M: cow
<br />. \_1 11,
<br />I ,�,
<br />-/ , 2. 1
<br />, , , e ow. lot� I. .IJW ,,.. ALUIA� AMU ON
<br />I I
<br />I � I �!'�, I ,
<br />I 3105 Wi54 SW
<br />I .M* OuRiv twoultm, cowww
<br />I , I MI &W am PLATE .
<br />�'. -T-VT- , BLOCh ON 2*.4'*W* 111"
<br />t' X 4' X 1214' �;` -\ ;-,
<br />:- �-
<br />--
<br />", I/ -
<br />. RLOUP"
<br />il -\ J1.
<br />llcs-"I. OR *1 x Q
<br />,
<br />�,, i 2 1/2' " - 2' - I
<br />"I - , ;-,.-%
<br />.Rol. r,�,,. mw 4 ,
<br />-
<br />COW. zz ,�� //
<br />, _ _ _.j A GAP
<br />----�� - - - - - - tn� - M. - /
<br />1/-' � SOLT , I
<br />0 12 CC. ,;,; -1'. coal *
<br />RO`S-T* ALLOV
<br />w/lAC.Aft Cwt N *MU
<br />CASE C (PLAN)
<br />SCALE 1/4*.I* SCALF ,/A'- I' SCALE 1/4--i- SCALE 1/4--l-
<br />- - I ; SOUO-uT OR ciluic-of
<br />�,� L I
<br />. .1 � OR uCo P:::Ufim -
<br />11 .
<br />.� --, I
<br />1 1 I ,',S;,(� 0 0 or, = 'KAN W."'Mm am PANamn "Urs
<br />` mo"D C`"L,� #1 VAR.- \ \ T & 0 IDAL a
<br />I '" .1 on 2'.4* WOOD SOES OF OPENING
<br />,5x 904cmu ON :0w
<br />.- (MIN. PANEL .. '101011 IKOUIRED AS APPUCAKE to a ")
<br />I'"' 0000 FMWAAK � z,�, , er M". -�-
<br />V Now
<br />OVERLAP BEYOND �.�,� I .
<br />11
<br />OPENING *IDTW) K&JOED I-" I 1 - , L _ ,,.;1, t ,�� , � ". � " "' LL
<br />L, " I � �� �,�
<br />= "', I 1)
<br />I . , / _ %
<br />,I It I.
<br />"I
<br />- , I. � ofoumi) �,:�`��4.;`S-�,� , I �-- - ",., MO.
<br />- � I , ,
<br />, , �f I
<br />��,�, 1,�,I� �,"':1'.1 111,1�I�� --
<br />. . a .(�t (,4 \ - '-1," / I'l )NEW . I
<br />v
<br />I'---
<br />VARIES L/ =D
<br />: V' v- I I \�,2111/ _ . AM ftvv"u to
<br />.. � Iftlar CUT Do .il
<br />i X . 00
<br />� , OWANCE l-(7j,7-7,-* :-=
<br />=
<br />---- - . J
<br />, - - - I ".0.041""
<br />/ / V.-17 -
<br />\ � -1. --,�
<br />....m solsoloot . ,
<br />/ \, �:. �P'l �1,
<br />/11
<br />.. le 0 SCALE 1/4*.]*
<br />.....or Z% ,.. 5��!�
<br />,N�/ \.-/ VALID FOR DRECT MOUNT INSTALLATION ONLY &
<br />P.
<br />-or., .*.--.-v-,%cEN'S- 7.h
<br />. ,
<br />/ f, I CERTnED PANEL INSTALLATION WAUS ill/
<br />. . AT
<br />it :, . SURFACE LEVEL VARAMONS WTI 3/4-
<br />: No. 44167 * N
<br />.
<br />I * w * : Te Z
<br />Ah Voloolly Nu
<br />. . 9 FLORIDA BUILDING CODE (Mon M Cally, N&I cans, Z
<br />CASE E (P ) CA 5TATE Of :Q� . owlicTlium Wt f.P.
<br />- - ` 24 CAGE CAVANJIZED STEEL S700 PAKL 00hoof .
<br />,
<br />�-�o
<br />SCALE 1/4--i- SCALE 1/4--1 V`
<br />-E
<br />-
<br />91/11/2019
<br /><
<br />C =0,, GLOBAL M"TECMN PROD=% LLC.
<br />Z7:�l LT: b"I'L
<br />_ _ .m Is. WOW
<br />-.
<br />MuRtAlt - 20-175
<br />- =71
<br />573
<br />. I - - [WXftYbW,L ".uX"".)M.M?
<br />DW-" ".
<br />'t WAL/ocillivitw,ting CA-OM?lo - .
<br />ft � i I i P
<br />004.11110 A, TWA 01. 0 SKM a OF is
<br />-0 �, " 1 , i"
<br />t I nalm A t" q. I 1, I .
<br />�
<br />-----...--.----
<br />MAXIMU A.S.D. DESIGN ING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />R STORM PANEL rl) INSTALLATIONS INTO WOOD STRUCTURES
<br />(VALID ONLY FOR PANEL (DINSTAILLATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 6 & 7)
<br />MAk &So,
<br />DES"
<br />MAXIMUM ANCHORS SPACING FOR CO. . AS SHOWN ON SHEETS 6 & 7
<br />APPLACABLE I
<br />PANEL
<br />TAPCON
<br />LAI) SO"
<br />PANDUMATE
<br />FEMALE ID
<br />PANELAWTE
<br />PLUS
<br />WOOD BUSH04
<br />PRESSURE
<br />RATING
<br />(P.0.)
<br />:4
<br />LENGTH
<br />ILI
<br />(it.)
<br />I ,
<br />9.
<br />13,
<br />W
<br />IS.
<br />0 (TOP)
<br />�!.
<br />!��--
<br />-
<br />- -
<br />'IT mmom)
<br />---
<br />'r
<br />Ir --,1-3'---..
<br />-13'
<br />0 !I.. --
<br />� .
<br />--- - --------
<br />i �/2;
<br />--'-
<br />11 I,ik
<br /> i-I - -- -
<br />/I
<br />--!A:----
<br />It 1/2 -
<br />-- --
<br />-
<br />- ' -
<br />It--
<br />. - --- �-''-'-Li-�i4��--'--.--.--..---,.---I�!i.-.
<br />-
<br />. . 11
<br />a
<br />5. - -
<br />12 1/2' ___
<br />. .- -
<br />!�
<br />5*-d*
<br />OR
<br />LESS
<br />
<br />I 1/4' ___
<br />_ ___
<br />___
<br />- ___
<br />-
<br />�!M)L
<br />( �')
<br />--_
<br />rtal
<br />---. --
<br /> --
<br />S
<br />�
<br />.-
<br />..
<br />---.-
<br />a'
<br />-.----.. --
<br />-
<br />So �
<br />_ j�-. -
<br />- - - ' ' -
<br />is .
<br />L 13'
<br />L - -
<br />- ,
<br />I
<br />- ---- .
<br />- - IS , -
<br />-f--
<br />(lop) -
<br />-45, -45
<br />OR
<br />LESS
<br />. _1''__
<br />13'
<br />, . I-
<br />- 13,
<br />.
<br />13'
<br />---.,S'
<br />IS'
<br />I .
<br />3"
<br />W fwtTom)-
<br />'3'
<br />t3*
<br />L--- '- -- -- L-
<br />a 112,
<br />- -- - ----'---
<br />!!-T!)-
<br />-
<br />13'
<br />--�2'
<br />3;-- --
<br />2:-
<br />13,
<br />�
<br />---i 2
<br />-�/
<br />----T------
<br />6 1/2 -
<br />--F-!vL�-
<br />6 I/2,
<br />2111 (W)
<br />6 1/2 -
<br />-i-
<br />6 /2;--.,-
<br /> r -.---
<br />-
<br />-- - ----
<br />4 172�
<br />
<br />-
<br />A-- - -
<br />-
<br />4 1/4 _
<br />_� _
<br /> i -,Ir
<br />- -
<br />L- li-TIF
<br />_
<br />_
<br />a 1/2-
<br />-^-T---7-i-i�-,-,-,-:
<br />---- i ----- -
<br />- ____?!I
<br />'�!:
<br />- -
<br />-
<br />-----_-,L -
<br />-
<br />09TY'L
<br />_
<br />30 (TOP)
<br />----- -------
<br />'5'-O'
<br />TO
<br />1 4'-4-
<br />-Ztlr
<br />- '-j;-----
<br />. lilt�
<br />7_
<br />?i�`
<br />-
<br />30 (110117DA)
<br />*
<br />.-;- -1-
<br />� 6 /2'--
<br />--F ---
<br />---i 1/2
<br />.- -
<br />li;
<br />ii-ow)
<br />.- -;i - -
<br />.;
<br />L -
<br />--;-,;-L" --,
<br />3
<br />.iT-
<br />I'. -
<br />_--
<br />I- Mw000ll
<br />1 -7-�---;j;--
<br />I ,
<br />I- SEE TABLE #1 FOR WWAX A.S.O. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER" IS I
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />1/4-0 TAKON
<br />6
<br />ANCHOR Ill DC
<br />r-De
<br />MAX . A.S.D.
<br />MAXIMUM ANCHORS SPACING FOR LD. - AS SHOWN ON S14EM 6 At 7
<br />APPIL;t�ll
<br />mkmmw
<br />DESIGN
<br />ALTIANKININ
<br />p AMU
<br />TAPCON
<br />LAG SCREW
<br />PANELMATE
<br />-
<br />wow RUSHING
<br />PRESSURE
<br />RATING
<br />A=
<br />LENGTH
<br />-L
<br />(PA 11
<br />FEMIALE 40
<br />PLUS
<br />OF THEM
<br />(")
<br />i3*
<br />13'
<br />'__
<br />I .
<br />-
<br />13.
<br />4w (Im
<br />--
<br />ir-
<br /> _
<br />TF
<br />__ _13
<br />5T
<br />-�
<br />13"
<br />---'--'
<br />'.
<br />I* (parlow)
<br />- - -----,-
<br />a �/2�
<br />a j,6.----j-j----T/j;--
<br />/r
<br />j
<br />Yr-
<br />----.
<br />to (Ron
<br />- --- -- *
<br />---,--
<br />-
<br />-.--
<br />0 i�i�
<br />- ---
<br />i2 711r
<br />----!-
<br />6 1/4-
<br />, I
<br />. - ,
<br />--n
<br />, - .
<br />7 1/2-
<br />- -- - - L '-
<br />i;_1 -
<br />- -
<br />- .i; -
<br /> ----'---
<br />- . ,-
<br />- --
<br />- ---"'
<br />" -
<br />
<br />- p ,
<br /> T.
<br />-
<br />I SE
<br />7 112 -
<br />w
<br />a'
<br />-
<br />' ii
<br />"
<br />k-
<br />17
<br />-
<br />13;
<br />- I w L - -
<br />- - -a'- - . -
<br />�3:
<br /> � -.-- -.-- -
<br />-
<br />�!:__
<br />-�"
<br />"C"i -1
<br />��)
<br />___
<br />___tr__
<br />-
<br />1 13*
<br />- ,
<br />(BOTTOM)
<br />0
<br />.M -45
<br />. -- .-
<br />I3,
<br />. - I.. - -
<br />ll'
<br />I--
<br />I - I
<br />_.___
<br />. . .___
<br />,
<br />13,
<br />I
<br />to
<br />+75. -73
<br />13'
<br />S1
<br />H
<br />,
<br />or
<br />I-)
<br />!! )
<br />- ..---L
<br />13'
<br />-- -
<br />, -2�-- -
<br />'j.
<br />-- --ii:-
<br />is,
<br />----!--
<br />--
<br />a 1/4-
<br />1. ;
<br />(BOTTOM)
<br />"I "W"
<br />.
<br />6-1 / 2"
<br />--2r-.-------
<br />6 1/2 -
<br />6 t/2'
<br />-
<br />. a 1/2,
<br />6 1/2 - -
<br />- --
<br />MP)
<br />�
<br />-
<br />-
<br />lt�!i
<br />12 t/2'
<br />6 1/4'
<br />-
<br />(WIT -)
<br />I
<br />- -
<br />>5-0
<br />-- -- --T-----i
<br />4 lja�
<br />5*
<br />----2-.....
<br />7 112-
<br />7 1/2'
<br />-
<br />--f`1----,--))
<br />-
<br />(TOP)
<br />TO
<br />I'-s'
<br />-
<br />1.
<br />5 1/2,
<br />-- --"- -
<br />0;
<br />- ---
<br />-
<br />IN iWFW)
<br /> ---- ----
<br />40
<br />w
<br />--
<br />I,
<br />L-a-f-
<br />-
<br />ir
<br />
<br />I�F
<br />-
<br />" �/r, -
<br />i I'm—
<br />-
<br />- -
<br />- -1 r
<br />---
<br />IV
<br />--1-
<br />13,
<br />- - - - -...
<br />to'
<br />4011 I
<br />(BOTTOM
<br />-
<br />r7�EF`TA&E 11 FOR MAX. A.S.D. DESIGN LOAM & MAX. PANEL LENGTHS *"
<br />SPAM 0 is
<br />I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 5 I
<br />LULL&
<br />.
<br />6 '
<br />ALS.D. DESIGN LOAD
<br />11AA)OMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />G.-S.
<br />> 40 PSF TO 50 PSF
<br />W-2-
<br />> 50 PSI TO 60 PSF
<br />I -
<br />V-10 .
<br />___j
<br />6 MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALIATIONS
<br />W/ PANEL MATE !XVALE ID OR PANEL MATE PLUS
<br />ANCHORS a Wit " S?AQ�Wt�Qa 112' D.C.
<br />INSTALLATION DETAILS FOR UFE SAFM PANEL
<br />INTO POURED CONCRETE OR ONCRETE BLOCK STRUCTURES
<br />%3�0 1/4*0 1 ON POURED
<br />on
<br />a', PC -
<br />AICIIOR 0 0* bt
<br />CONCRETE KOCN
<br />CONCRETE BLOCK �
<br />REQUIRED. ..., 5, pr*jwn,
<br />;`
<br />I
<br />��: ,
<br />I 1. I
<br />- -02
<br />I -C2)
<br />11, I
<br />I -
<br />1/2' ! �, 11/4*
<br />�� 1/4- - 112'
<br />I tlw
<br />W., t.: M.A. -
<br />I "I�- I 1 6
<br />, "
<br />I ."'111 �. I
<br />EDA , , .1'.;1 I
<br />I v in
<br />I -
<br />I :
<br />I ,,A ,- "Zo
<br />I I "I
<br />A I M.-
<br />. 1
<br />I I ==01-s.,
<br />1
<br />9
<br />;
<br />i I I I IL, Mo..
<br />A I PANI Ll
<br />w ,- - -- (SEE ELDAT"
<br />'A I
<br />(* SHEET t2.1
<br />--- I
<br />;
<br />A TO GLASS
<br />�Ic=loifo !
<br />0
<br />0
<br />E.D.0
<br />EXISTING POURED
<br />CONCRETE 00 -
<br />CONCRETE OLD"
<br />RECURRED
<br />Lz= r,r"m
<br />t,12
<br />i C, )
<br />!
<br />!
<br />� @
<br />i0 a Iff w
<br />7 1
<br />I .
<br />a *RMLS
<br />on pan Is A Is FOR Aw,,oft wK A, SARCw TOR
<br />PWLkAATPMS WO ill= WJM Kq&=.
<br />MOWAN ANCHOR W%CWM " V%AIW 00 DWN=
<br />ARE P"AM ON 149 SCNM=, rOX Lo U25 TRAIN
<br />@1OCAM 04 $04MULE WOUM NACHN SPACTIC by
<br />WLyftvm SPACYO so" 0 sctmm & THE
<br />FOUMNAD F,ZIML to " CIERATak To As Postal.
<br />NFIXOM SPACM OPAN40 640C FACTOR 110" Rol K
<br />LESS THAM WoftO $14110010 WWMM TO* EAC" ANCHOR
<br />TAPE OR T" W46mu
<br />!/A--.-
<br />11'r.
<br />ANOM M
<br />-
<br />O'no"
<br />Ai�A"
<br />PLAN I
<br />--- ---- --.--
<br />�MM ANCHOR Votes W
<br />3
<br />3
<br />..
<br />*��
<br />-- ---
<br />3
<br />3
<br />77-11i-
<br />.6'.0 m
<br />ANAL M vinencE aw
<br />PROM
<br />, l/r
<br />-
<br />NO
<br />, -1
<br />- ,
<br />
<br />1 'Ir
<br />O's,
<br />-
<br />-
<br />- - - �:- -- I
<br />C'm
<br />� �
<br /> .
<br />,00
<br />�
<br />, '13,
<br />-
<br />.- I
<br />.
<br />- , : a -:
<br />,W,'3; ;r;� � t , 't' -,
<br />i
<br />- 0
<br />�j
<br />; ?. M.L
<br />i
<br />, ..
<br />GLASS.
<br />,
<br />" -
<br />I I
<br />,
<br />"
<br />41
<br />, I
<br />,,,,.,..!.p
<br />I
<br />-
<br />r4
<br />1
<br />I
<br />I
<br />I
<br />A
<br />I : I
<br />,L* No
<br />:
<br />:
<br />6, PAWL UDICIIH
<br />I
<br />I (SEX ELEVATION
<br />01
<br />I
<br />I
<br />OR SHEIET 12)
<br />1
<br />I
<br />I
<br />;
<br />0 - - -
<br />..
<br />. . . - . -A
<br />1
<br />" ,.;"j,'-,z ,
<br />." . � L- , ""
<br />1, 1: 1 -, -
<br />- 1
<br />L , .. . �11.1.
<br />I
<br />I
<br />:
<br />- IT, !
<br />, 4 .
<br />t.�
<br />:
<br />'.
<br />. - . .. 1.
<br />� -, "
<br />EXISTING POURED
<br />CONCRETE OR L-
<br />el, -1
<br />I
<br />I
<br />0
<br />CONCRETE .:..
<br />RLOC" "
<br />.
<br />REOWNED ;:e
<br />.
<br />i
<br />, ,
<br />---.-.-
<br />-
<br />-! ,
<br />I 11
<br />'
<br />' �'�i
<br />1/4*0 PANFUMIL �A ,
<br />ANC." (SE'VOND) -- - 0 WMIEL
<br />"
<br />WALL 11,10LINYINGS
<br />SCALE 318-1-
<br />FLORIDAL
<br />(VAUD ONLY FOR PANIII(D INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5)
<br />I&AX. AS D.
<br />DEMON
<br />PRESSURE
<br />PAYING
<br />(P.J.)
<br />MAXIMUM ANCHORS SPACING MR MON CO. PER SCHEDULE eazw *
<br />APPLICABLE
<br />TO 511;1
<br />4, t,
<br />COMBINATION!
<br />or THU
<br />PANEL
<br />uvocill
<br />.L.
<br />(ft.)
<br />MAX. A.S.D.
<br />OEM"
<br />plomstow
<br />RATING
<br />(,...I,)
<br />MAXIMUM ANCHORS SPACING FOR MIN LO PIER SCHEDULE BELOW *
<br />APPLICABLE
<br />To SECT04
<br />MAXIMUM
<br />pApa
<br />-r i
<br />(M) �
<br />14-WN
<br />SOLX)-Sv
<br />PANIELVATE
<br />nuALE
<br />to
<br />PANCLAMIlt
<br />PLUS
<br />ZAMAC-NAILIN
<br />CALK -IN
<br />TAPCON
<br />SOLID-1117
<br />PAMELAMIK
<br />FEMALE
<br />to
<br />PAN13.1011:
<br />ZMAAC-NAM
<br />I
<br />CALX-IN
<br />. t.
<br />GCRBNAWN
<br />or THEM
<br />,ill
<br />Doom
<br />'a
<br />COMO=
<br />3k
<br />To
<br />-
<br />:&
<br />To
<br />-
<br />�&
<br />am&w
<br />-To
<br />TO
<br />I'll
<br />10
<br />go -a"
<br />�&
<br />TO
<br />Como=
<br />alik'n
<br />10
<br />cacom
<br />ill
<br />Orw
<br />11
<br />comwim
<br />3k
<br />--i�-�
<br />-
<br />-
<br />13*
<br />,3.
<br />13'
<br />13'
<br />13'
<br />ir
<br />13'
<br />13,
<br />, 13*
<br />13*
<br />Ir
<br />-
<br />, tim
<br />".
<br />I,-
<br />".
<br />I,"-
<br />ir
<br />I I 1.
<br />i3 .
<br />; 'r
<br />Ir
<br />13,
<br />13,
<br />13'
<br />1 r
<br />i 1 1/2'
<br />1 (TOP)
<br />-
<br />'r
<br />13,
<br />'r
<br />� -
<br />13"
<br />ir
<br />is -
<br />13'
<br />-
<br />I ,3'
<br />1 (BOTTOM)
<br />I,-
<br />13'
<br />ir
<br />11
<br />ir
<br />1 t3 -
<br />13 -
<br />11.
<br />13,---13
<br />ty
<br />,I /��
<br />.-
<br />, (BOTTOM)
<br />-
<br />IS.
<br />...
<br />ir
<br />
<br />13,
<br />----
<br />13,
<br />!?!).
<br />�
<br />ll*
<br />7i-----,-------11,-"------
<br />13-
<br />��r
<br />11��
<br />13-
<br />.-
<br />Ir
<br />
<br />-
<br />.1, ...
<br />-
<br /> --
<br />- .
<br />13'
<br />
<br />f3*
<br />-1
<br />is 1/2'
<br />-
<br />2 iiwi
<br />Bottom)
<br />- ---
<br />I 3.
<br />---
<br />ir
<br />..--
<br />13'
<br />11 1/212
<br />--
<br />(W"00)
<br />ir
<br />ur
<br />'r
<br />
<br />13.
<br />Ir
<br />".
<br />13 .
<br />13*
<br />- -
<br />I'i
<br />----:T?*
<br />.
<br />-..--
<br />--
<br />---
<br />1lL-,3r
<br />it I/?-
<br /> -- -
<br />-
<br />-
<br />it i�P
<br />-
<br />r
<br />- 13^
<br />s7i�i;
<br />a-
<br />ir
<br />I -
<br />il�i,T.-
<br />i;
<br />Ir
<br />-ij-
<br />1i r
<br />-w-
<br />13'
<br />
<br />12 t/2 -
<br />-w
<br />Ill
<br />- --
<br />-
<br />-
<br />r
<br />--- ---
<br />Ir
<br />---
<br />-
<br />13*
<br />-i a 1/4-
<br />or
<br />6 1/4-
<br />13 (TOP)
<br />3 ),?N!I
<br />�-(=v
<br />I 61-11"
<br />-
<br />LEIS,
<br />-
<br />13,
<br />-
<br />13,
<br />13,
<br />13
<br />-
<br />-
<br />- ,
<br />_TF-
<br />.-Tir-I
<br />-
<br />ir
<br />13,
<br />13.
<br />11 t /2'3
<br />(Im
<br />5* -6
<br />OR
<br />LESS
<br />.
<br />-
<br />�
<br />---.-
<br />61/2-
<br />--�-
<br />b-
<br />.
<br />liy
<br />A.
<br />I -I 7-.-
<br />- .
<br />6' �
<br />a 1/4-12
<br />�- ---.---
<br />I 1/2"
<br />1/2-
<br />-.!1L/.!!
<br />5*
<br />I
<br />7 1/2'
<br />-
<br />
<br />a'
<br />--
<br />----
<br />'.
<br />4��
<br />1L ' ,
<br />r
<br />' ,747
<br />-
<br />i�--
<br />-
<br />i toinvow
<br />�-�W)-
<br />11:--$�
<br />'.
<br />-
<br />- -
<br />a'
<br />-
<br />-
<br />-
<br />---
<br />-j;
<br />7--
<br />-
<br />----
<br />-
<br />---
<br />".
<br />--:�
<br />r j
<br />ita'�
<br />��
<br />---
<br />8.
<br />.
<br />'...
<br />!�-
<br />-
<br />-
<br />a.
<br />,
<br />, --:--,
<br />-iw ,
<br />-
<br />-IF-
<br />- .
<br />-
<br />4 (11017060
<br />-
<br />ISO-
<br />, �k-
<br />-
<br />".
<br />-
<br />Ir
<br />-!r-..
<br />IS*
<br />.-.---
<br />13'
<br />� .--.-----..
<br />".
<br />-
<br />.. ".
<br />-1 I
<br />F
<br />is,
<br />�
<br />
<br />.1 13,
<br /> -
<br />14,
<br />. -
<br />.9. -
<br /> _�JL
<br />)
<br />5 �M-I
<br />
<br />J.
<br />-�- �
<br />-14,
<br />, ll�
<br />.....:
<br />-!��
<br />
<br />. !!
<br />li�
<br />-IS-
<br />
<br />-iE..,1S:--
<br />. - -L
<br />- -
<br />ils.
<br />-
<br />, --
<br />6-
<br />-- ---
<br />- �
<br />, �i -
<br />-.-' '
<br />-- �
<br />J�
<br />- -L
<br />
<br />I I ti:�
<br />s %�
<br />- F
<br />.;-,�� I
<br />- -
<br />13"
<br />- F�
<br />- I
<br />2? �-
<br />- -k..
<br />- !,
<br />Tk.-
<br />1. -
<br />I r
<br />- .. --
<br />t' -
<br />I 13'
<br />. -- -
<br />, ,
<br />:S -
<br />.-
<br />` - -
<br />"'
<br />� -1
<br />147
<br />,-
<br />I.V
<br />- -
<br />-
<br />ll
<br />- 13,
<br />-, 13 -
<br />.Ir
<br />-
<br />13.
<br />5 !l1l
<br />-
<br />13.
<br />�
<br />it.
<br />I
<br />13� __
<br />13,
<br />13-
<br />. -
<br />".
<br />13-
<br />- ,.
<br />ir
<br />-
<br />W3�
<br />13,
<br />,- 'j'S. 1
<br />13,
<br />Irik
<br />13,
<br />-'jj;
<br />IS.
<br />. S.
<br />I
<br />9,
<br />t' 13 -
<br />IS -
<br />I k
<br />2,
<br />iv-�T
<br />it i
<br />i
<br /> .
<br />rim
<br />.45, -43
<br />OR
<br />LESS
<br />�
<br />-
<br />-
<br />--il7
<br />It 1/4-
<br />I
<br />1/4-
<br />6 1/4-
<br />. -
<br />6 1/4-
<br />_,,�!-
<br />-
<br />-1
<br />..
<br />_13
<br />-� -
<br />-
<br />-
<br />� .
<br />It 1/4'
<br />-
<br />IT 1/4'
<br />.40, -0
<br />To
<br />. so, -03
<br />, - -
<br />-
<br />�
<br />16 6�1
<br />a,-- '.
<br />t/4,
<br />, " .
<br />I 1/4,
<br />-
<br />6 tpv
<br />. - I
<br />-
<br />- -
<br />-
<br />-
<br />-
<br />I -
<br />- -1i
<br />is 1�i
<br />liii�
<br />i ison.- -
<br />4)
<br />I
<br />_ 13'
<br />;i; I
<br />113�
<br />13'
<br />S .
<br />, t/2'
<br />13-
<br />7-
<br />it.
<br />7.
<br />7 ,/2
<br />a i/2
<br />4 1/2'
<br />IS,
<br />1.
<br />13,
<br />13'
<br />13,
<br />a 1/21
<br />13*
<br />a 1/2"
<br />0 1/7-
<br />6 I
<br />i3*
<br />5 1/2
<br />t )
<br />- -
<br />'.
<br />!i-
<br />r
<br />- -1n:_
<br />13r*
<br />1 -
<br />V.
<br />I—
<br />13'
<br />__
<br />to �
<br />is,
<br />---.--
<br />13- '
<br />- ;
<br />.
<br />L.
<br />,_F
<br />,�S_;
<br />.
<br />'.,
<br />9 1/2
<br />�_
<br />
<br />.,
<br />1,
<br />'r
<br />_
<br />-
<br />IT
<br />0 1/2
<br />II-11
<br />IS-
<br />1 1.
<br />�
<br />I 1 1/2
<br />�:�j
<br />9 1/2
<br />--
<br />10 1/2
<br />1:1�21'i
<br />10 1/2
<br />--
<br />7 112
<br />-
<br />1 �?
<br />7 7/2
<br />-'r
<br />r
<br />-
<br />__ r
<br />*3'
<br />-
<br />r
<br />11'T
<br />A 1/2-
<br />-
<br />I (BOTTOM)
<br />-
<br />7 rim
<br />ili&timoi
<br />- -
<br />T3':"
<br />-
<br />13-
<br />F
<br />7 1
<br />-i 3;L ---
<br />--
<br />IF
<br />13-
<br />1 Ow-
<br />Ir
<br />10,
<br />it,
<br />; or
<br />
<br />13*
<br />6 1/2,
<br />I (BOTTOM)
<br />ll
<br />Ir _
<br />-
<br /> 13'
<br />. . . .
<br />13'
<br />-
<br />. I
<br />.
<br />Ir
<br />6 1/2"
<br />-
<br />13*
<br />--r/
<br />a 7
<br />9 1/2-Is
<br />1/2.,
<br />13.
<br />5 I/2*
<br />2 ctop)
<br />- .
<br />13'
<br />-
<br />I '�
<br />.I--
<br />---
<br />13,
<br />L-
<br />- -
<br />to,
<br />-
<br />---
<br />ir -
<br />
<br />- --- --
<br />- 1-0---
<br />1W
<br />-'-- "
<br />-;��-
<br />-�T�-
<br />, -
<br />- - --
<br />, !7.-.
<br />- ---
<br />-�A! .
<br />...
<br />'ifK
<br />!-
<br />-
<br />Mi7w
<br />! -)
<br />-'L4-'F---
<br />ij
<br />.-.--
<br />-
<br />- �;-
<br />-- W-
<br />.--
<br />13'..-
<br />--y-
<br />------
<br />-
<br />--WP
<br />-.- .
<br />I -
<br />7'
<br />-r-
<br />--
<br />13,
<br />ti-lpi
<br />---
<br />-0 -
<br />--
<br /> '.
<br />----
<br />ly
<br />-i2rw
<br />
<br />-
<br />13*
<br />;-7-vi.
<br />g ,
<br />T�SiF
<br />-
<br />--
<br />13'
<br />1 3:
<br />,J�
<br />Ill ii..�
<br />.
<br />- iTw
<br />---
<br />W
<br />- --
<br />".
<br />,
<br />-----
<br />9 1/2
<br />--- ,,;,
<br />"i t�'i;
<br />
<br />, ,/
<br />I 2.
<br />,
<br />-
<br />- ;
<br />- --i7i
<br />i
<br />9
<br />9 1/2'
<br />-- -
<br />ir
<br />ii-Ij-2--.4-1/4-
<br />-a-
<br />ill-
<br />- -
<br />1 2�2
<br />A-
<br />-
<br />, -
<br />,
<br />� --
<br />_111 1/2�
<br />-
<br />A 1 2-
<br />5 1/2.
<br />. ----
<br />-
<br />1_7�2_
<br />1 -
<br />3-
<br />-
<br />-
<br />------
<br />_' r
<br />6 1/4-
<br />6 1/2"
<br />--
<br />1 ,/2-
<br />1
<br />13-
<br />-- -
<br />Ir
<br />-- Ti�F
<br />3,
<br />----
<br />--
<br />-,
<br />61
<br />-
<br />.--T
<br />'.
<br />t '�
<br />3 (BOTTOM)
<br />4 (TOP)
<br />
<br />. (BOTTOM)
<br />.---.-.
<br />1. (TOP)
<br />- '
<br />-- -- - I)
<br />' BOTY-1
<br />�-(
<br />p
<br />,-
<br />, "
<br />�s TO S"
<br />, 4'-4.
<br />-
<br />13*
<br />I
<br />- O'
<br />- 15 -1
<br />,;�--
<br />ir
<br />.
<br />17 1/2'
<br />-
<br />�-, -, r
<br />IT -� -
<br />0 11r
<br />"
<br />-
<br />13'
<br />21�12
<br />a,
<br />-
<br />__r -
<br />".
<br />---
<br />Ir
<br />J�
<br />13,
<br />�/Z'�
<br />_ _
<br />'.
<br />- .
<br />. -
<br />13,
<br />Ir
<br />1/4'
<br />__
<br />1.
<br />W
<br />- -
<br />,3*
<br />- -
<br />IF
<br />6 I/r
<br />4.
<br />-
<br />-
<br />--
<br />to'
<br />---
<br />r
<br />-1-/2-
<br />!2 r
<br />___
<br />w
<br />--
<br />!1,11-
<br />ir
<br />10'
<br />ii� ,ii;'
<br />iiwl,
<br />_
<br />'.
<br /> -..---.-I----
<br />-
<br />I - --
<br />�
<br />10, �
<br />it,
<br />
<br />- *
<br />___ - .
<br />4 1/2
<br />5 1/2*,
<br />- -
<br />'I.-T--4,-
<br />1.
<br />-- --
<br />-
<br />_
<br />3 1/2'
<br />-
<br />
<br />ir
<br /> .
<br />5 1/4-
<br />6 112'
<br />---
<br />I 1/2.
<br />5 11r
<br />-
<br />6 1,14-
<br />-
<br />3'
<br />--
<br />-
<br />-
<br />3 (TOP)
<br />3 (00110M) ,
<br />(TOP)
<br />-
<br />(GDMM)
<br />>S,-fr
<br />To
<br />9'-G.
<br />I
<br />-
<br />13*
<br />-
<br />�'*--
<br />-
<br />,
<br />ir
<br />�
<br />6 MV)
<br />-
<br />Si
<br />- �L
<br />�� I
<br />-1w -rl
<br />--
<br />r
<br />I ,9--�
<br />, -
<br />..91-
<br />Ir
<br />--F-
<br />--
<br />'i
<br />-n
<br />4 :1�;
<br />- _j
<br />i (f.-
<br />oo;�
<br />I)
<br />- . -
<br />ir-
<br />t,-
<br />@--
<br />IT
<br />IS-
<br />ir
<br />3-
<br />is 1/2-1
<br />2�F'i-
<br />.
<br />2.,`-I-:�L
<br />.
<br />,
<br />.
<br />v",
<br />.
<br />r. L _T",
<br />1, ,
<br />-
<br />A (iTfowp)
<br />2 -
<br />`
<br />*
<br />�,
<br />10 q 72
<br />I L -----"
<br />-
<br />-
<br />-
<br />I -
<br />.
<br />. ".
<br />a !L4
<br />L_
<br />5 1/4*
<br />1 IS 14?4"I
<br />-
<br />�
<br />,
<br />-
<br />�
<br />i3
<br />,
<br />W ;
<br />- -
<br />a (90T, -
<br />-L-
<br />[ -- ---,�
<br />-
<br />F. � /V
<br />.
<br />I7 1,/,
<br />4
<br />6 1/4-
<br />6 1/4-
<br /> ;
<br />1 1/4-
<br />�T
<br />_ .
<br />, ,/�
<br />6 1/4-
<br />. it
<br />& (TIOTT -)
<br />su ow I I #001 -MMM IYK A SFACW. MR "I'ALLATIONS Will "W rkvx &L%N"
<br />O WMAN 40" SPACM AW ~V I= DISTANCE ARE WIDIUM 004 I" 11CMIDOLE FDA It 0
<br />LM Tivol `WC`U`CD ON soqmu REDUCE ANCHOR SPACPAO of "VLVM SPACING SwOwN ON
<br />SCHEDULE w THIF maomo FACTORS, MR r4a opmrom TO K POSMI, NEVIX" SPACKC
<br />Oro^" uwa rwrok Sw� kv Is an "" Mft" W%Cw 9dwATO FOR OWN MONOR rvft
<br />TAM SCMEDIAL
<br />�
<br />1�0-
<br />10`110-
<br />It"I".
<br />1/4-.
<br />1p..
<br />W.
<br />ARCHON THRE
<br />-
<br />"'N'
<br />,
<br />...'-w
<br />i =
<br />kwap*
<br />All
<br />-
<br />&me -am
<br />- -
<br />CAUA-10,
<br />- -
<br />MOVAJM ANCHOR IPICOIG 01)
<br />-
<br />3
<br />3
<br />3
<br />2 'Ir
<br />I Va -
<br />- -
<br />I
<br />-
<br />3 �W
<br />r
<br />3
<br />� 'P-
<br />3
<br />P-04 =jlk-7
<br />=-
<br />1
<br />j ,/r
<br />j , Am- ,
<br />3 1
<br />�
<br />--i-�I--r
<br />-
<br />ACTUAL M OMM (F4,)
<br />FACTON
<br />-
<br />, 1/1.
<br />.
<br />:�
<br />-- -
<br />.
<br />- -
<br />'L
<br />-
<br />- .
<br /> . - a , Ir I
<br />.
<br />At
<br />aw
<br />I-
<br />.
<br />--
<br />�
<br />-
<br />I
<br />6.
<br />- - -
<br /> S.
<br />T- iiii-
<br />010
<br />I.Ri
<br />- -----
<br />-- : --
<br />�
<br />1 L , -
<br />I ,� L
<br />- �
<br />-
<br />vis - -1
<br />,.--
<br />IN
<br />IN
<br />- -
<br />- -
<br />- IS
<br />SPACINGS ONLY VALID USED. SEE 1E;OR MAX. A.&D. I
<br />SPACER WX
<br />Mwim SgS
<br />I DESIGN LOADS & VAX. EN
<br />IlAuCE AT a
<br />".D. On" I"
<br />MAXWM PROM
<br />LENGTH
<br />40 PSF OR LESS
<br />.
<br />W-6,
<br />> 40 PSIF TO 50 PSF
<br />61 -2.
<br />I > 50 PSF To so PSF
<br />5. -I'.
<br />.
<br />A MAX. PANEL LENGTHS ARE OTV VAUD FOR INSTALLATIONS
<br />W1 SOLID SET ANCHORS & W/ "SPACER AT 12 1/2' D.C.
<br />- - - 1. . . ........ . , L LoACHORS (SEE SECTIONS A ALTUNWr4M ON MoCETS 13. 14. 15 410)
<br />i 3' WAX. R- A/13, R-2A/13, A-3A/14. ft-13/13. 11-29/13. R-31/14,
<br />D.M(i), r." oto�- . +01-ItAill 0-2AW/115, R-3AW/116.
<br />111-11111101115. 111-2011l R-39W/16.
<br />- I , -1 - . . - - - - I L I . - 1. : - � �.
<br />(�) .1 (�)
<br />0 , 0 0 0 0 0
<br />I
<br />----1-- ----,---, I ---- --- - ---
<br />, ---I ------ I---- - ----I--- -1 ---- [-----[----,I
<br />1 I I
<br />I
<br />I i
<br />I I � l I
<br />i � : �!
<br />� i
<br />, I I ,
<br />I li I I I
<br />� � ! 1� ; i ` ; � �
<br />I ! I � 1 I I
<br />,
<br />I , i I 1 I � I
<br />I : I 1: I :
<br />I
<br />1! i ; L it I .
<br />... . . .......
<br />-
<br />i
<br />:,I
<br />-
<br />3, mx
<br />'. "
<br />- -:
<br /> -". . . .-T. I - - - -- -1
<br />� t
<br />i
<br />�
<br />I I
<br />: I
<br />I
<br />L/2
<br />I : I
<br />I
<br />I i 2/4"01-20XV SS BOLTS Wo : : i � I .L.
<br />--l"! � I MAX
<br />L
<br />I I i / (USE FOR PANEL LENGTH ! ��,�
<br />OVER V-41l') 1 PANEL LENGTH
<br />. !
<br />T ./ � T i
<br />;. REGULAR STORM PANEL , ; : , REGLL4R STORM PANEL : W-W 0 +AGA -40.0 wat
<br />,
<br />� I ,
<br />:I : - (W/ MMAP MID PANEL LENGTH Ill
<br />. L � . - ., I ---- ------- ... i '.
<br />, . I
<br />-- - Lin SWETT 1!ORM PANEI I --W 0 +50.0. -54.0 p..1
<br />--o
<br />�� -
<br />� t , , L � I
<br />I � ,- ..
<br />.
<br />� I I I . . � CW/O OVERLAP NO PANEL LENGTH 9OLT)
<br />. I � . I . . , . , , . .
<br />I
<br />� � I .
<br />-8 M. MOM umm
<br />. -- �A USE 2'
<br />� I
<br />I
<br />� I � -
<br />, 0 2O.S, . a,
<br />-,;z� A , 1 1/4 - . : I - , . , , I . �
<br />I � -'e-; , S.$ I ..O� . - , - + : I ; ALL M ! OUNTIMICS
<br />-:� - , : I : .. -L-i� I
<br />I AT tr=v : ,
<br />. I I
<br />. I . .
<br />. . - 1. . I I . . I - 1.1 L. L, . --I e.
<br />- -- -1 - . 1. 1� I '. -
<br />- �
<br />I - . � l� r - L . - . I I L112
<br />�
<br />1 . , i I .
<br />1 4 . .,
<br />1� , 1.
<br />,,6 � I .
<br />I 1 -4- i � i
<br />I I
<br />I L" ' - L ' ' ' L' �: . -L . - . . . ; L 'I - " I - - - ----�- . , I �
<br />: I ,
<br />_ .
<br />1 1 � L . . . I - - , . I � .
<br />�
<br />� L - - � - -
<br />' �
<br />�, , � - �
<br />I I
<br />� 1.
<br />.- '--- ' : --- . . . - -- - - L, - .. - +- � ---! � I ------------------- L, -, 4
<br />----�---
<br />w'dirs * it -che - - � I I
<br />I
<br />, - I �. Ll, YNVN 9 LIFE SAFETY ; �
<br />L
<br />I . I
<br />t PANEL BOTTOM CORNM I
<br />-1 '� L � IL I � � t
<br />D.W..(�.)... -1 t,� lw� � - 0 --.----.- W, �
<br />1 --4 -OVERLAP- I �-OVEALAP-
<br />or (�D - - -,I � 9 . m
<br />L10, WING NUT AT I offEpjog WIND NUT AT
<br />-
<br />- RIGHT PANEL
<br />73: WAX LEFT PAN 3: 40, t INSTALLATIONS ONLY VALID FOR VAND
<br />I MIN Rwlll�-R-204/13. R-3A/14, R_11VI3. 111-2111/113. R-31/14. I wlw� SPEED UP TO 170 ..p.h.
<br />R-IAW/115. R-2AW/115. ft-3AW/16. 1-01 R-18W/15. R-211IT/15. ft-38WI16. I 1
<br />- -ANCHORS (SEE SECTIONS & ALT~TKS ON SHEETS 13. id, 15 hili . - -
<br />1/4- MAX. GAP
<br />-:-
<br />LIFE SAFETY STORM PANEL J-) ELEVATION (t) �
<br />SCALE 1/4--i- �
<br />(1) REGULAR 2.5117' -(,�RECULAR
<br />S70RM PANEL ("', OAR"Uh, - ! -otcul, WILLEI) STORM PANEL �
<br />1. -w - ------- -- -- - ------ P ----- ------ ����== 11. - � ��k I—- -.
<br />-"- , ,
<br />. �� " . I , " ..
<br />1/4. , �"L'l \ . ......., .. . -��. :� � ,
<br />MAX CAP: , * - " o . ... /
<br />� � - -- - - I
<br />, , . I - - , / �
<br />._ . Itrz� -
<br />i, .,4/ . � ------ ------- - � -- T=Zr �g � . :� �,-` �,4 .
<br />- . I I
<br />*. . ,
<br />: :
<br />-01. :
<br />LIFE �� PANEL I S -- �- * i FLORIDA BUILDING CODE (Man Nligh Velocity NUT van4
<br />,C. &
<br />* ... cow umm PAC
<br />... 10R, .
<br />,
<br />EXTERIO -� 24 GAGE GALVANIZED STEEL STORM PANEL am
<br />.... nt-- * --
<br />.".
<br />- , - -... !:., Z �T�ITE C �O,,, � GLOBAL PROUCTION PRMCM U.C. "' ,
<br />- - Tiulti, �7 . � ,XRA,AX, - Kill 51 Intel
<br />. WAR. rL 33314
<br />No 1-1 - "I - "oc (M)�-n-C ,Ao, (w),16-ml,
<br />SCALF 1/4'-I' -/4- � 1.1i =1w -^X 20-
<br />t i ��
<br />.., - � � I
<br />1. �-
<br />L
<br />,- .7
<br />, I I
<br />- ��
<br />INSTALLATION
<br /> -��, -
<br />, L . ill
<br />-
<br />DETAILS
<br />INTO
<br />FOR UFE SAFETY PANEL
<br />WOOD STRUCTURES
<br />],� . I- O'�- � w
<br />, -1 -
<br />': -
<br />CID
<br />- .
<br />--.----,.-
<br />.
<br />- I - ,- ;r, -
<br />! .
<br />- ,
<br />I .
<br />.
<br /> . <
<br />"I ,
<br />I
<br />.
<br />I L ,�
<br />1
<br />. I �
<br /> "
<br />.. ;I �
<br />� " L . � I . '-I '"
<br />LOU -
<br />mm � - . ii
<br />I
<br />L W HEADER
<br />Ul
<br />UIRED
<br />L - 'i I
<br />,- , , .f, HENCERT
<br />/. _ _ _ _
<br />, ,__ H .1
<br />-ftwm .
<br />, � �- �
<br />I- .11 L! -, ;.vX,gwR
<br />.
<br />. II
<br />.
<br />. . I r. . .
<br />,r, I.,
<br />, � .1-1.
<br />, J
<br />I L - ,
<br />I . �;
<br />:I�
<br />.", _
<br />I ,.- I,
<br />11 - --.-- f -
<br />,. �% ,,
<br />... g. '-" I
<br />''I I
<br />I I ti I
<br />- .. - 11 I;i� -
<br />I
<br />,
<br />;a 0 C.
<br />.1 I I ��i
<br />. , -0
<br />. y
<br />I . ,�
<br />I ,,,
<br />-L' I ; -t
<br />.
<br />TATDT!
<br />. - .,\
<br />I
<br />--
<br />---- - 1
<br />1 ,4; - == ..C,
<br />'L I .
<br />I i i 1
<br />, l,� L
<br />, , )
<br />"I L I .
<br />.,
<br />.
<br />. . .1.
<br />�
<br />�
<br />1,
<br />. I I
<br />. I ..,
<br />I
<br />, .
<br />I � ,,
<br />� � . .,. "
<br />, C21 !t
<br />I
<br />I 1)
<br />. �
<br />. I � i� ,
<br />-
<br />,�
<br />- '20 .
<br />I
<br />. ;1
<br />. , ,,,
<br />. I ? I (D
<br />i i.
<br />I
<br />1, . ,6 maw=
<br />--L.j
<br />� I . f
<br />� 1 , . ��
<br />�-j
<br />I %.j
<br />".808060-
<br />": i
<br />1, -Oigm"w" -
<br />r .
<br />I ; I
<br />I,
<br />I
<br />- fI I I . "Ill
<br />/4. �
<br />. I j
<br />- MAX
<br />1/2 .
<br />,$/4*
<br />1 ". I
<br />1 , ,
<br />1 1 � ill ,1/4*
<br />!� 1/2' A - ,1/4*
<br />I
<br />.
<br />I . .
<br />. i-
<br />2- , tt'
<br />I
<br />I - I � . I 1 2- it
<br />I X
<br />I *
<br />1
<br />L '. il .
<br />-I .r I !
<br />, .
<br />�
<br />711 "Al .
<br />I �
<br />, .
<br />11 11
<br />2' I MAX i
<br />, I
<br />I
<br />I
<br />1 , L .
<br />. I
<br />-
<br />Y
<br />I , 1.
<br />: I W., , 4,�
<br />I , , I I ��
<br />I I
<br />0
<br />I
<br />. I . I I ,
<br />I "ll" )
<br />i "I
<br />.
<br />. ACW, ,)
<br />,�� 1
<br />U.,
<br />, I ------- A.
<br />.1 -
<br />I --
<br />..A
<br />.1 11
<br />: , 'La--!11uj1-L-
<br />.k. -
<br />I
<br />I �
<br />. �
<br />� Fr;-:�"l -
<br />*
<br />; , ..�
<br />1 I
<br />- :
<br />1
<br />�_j ;
<br />(T) L
<br />I
<br />: I
<br />01J
<br />... I .
<br />i 110 ,
<br />I
<br />11 I
<br />I IQ.
<br />�:
<br />N,, - a
<br />I
<br />.1 1/.4,�
<br />=14
<br />! "I'm .a ; t
<br />I I
<br />z
<br />, . ..
<br />- I AT 0
<br />I ; i K: Oup EX
<br />=G11
<br />i ...-Joil.
<br />I oul
<br />k. I
<br />,
<br />_ IT AT ,Z,
<br />10 l" � I
<br />� I .
<br />.
<br />-
<br />At "I
<br />i" � I w FOR nwo. =--.,
<br />I
<br />1 I
<br />I
<br />L I
<br />. It �,
<br />I &a KA ,.a ! , ,
<br />� a" r-4) Z21i , ,
<br />J
<br />"
<br />"
<br />I 'a"' PAX 1`41 I
<br />I
<br />I
<br />'L, Wx 11, l
<br />: I
<br />R . I I 'L* -
<br />"
<br />4
<br />I
<br />) t-.1 -1 -
<br />I I ILI M., I -1-711, �.
<br />�
<br />' A
<br />,
<br />,- PAIIII. UUNCTH It
<br />ELEVATION
<br />(Ohm "n
<br />; I - i v W.
<br />.... .. t- 7 ". � - - LL
<br /> - PANEL LENGTH
<br />t, � i- � , ,
<br />(SEE tutwum
<br />11
<br />-
<br />I 0 c
<br />PANEL LENOTH I
<br />" -- �(SEE ELEVATION
<br />i
<br />I
<br />1 SHCET 12) .
<br />-
<br />. PANEL LENGT44
<br />- I I (SEE ELEVATION
<br />I - ; � ON SHEET 12)
<br />,IT -
<br />"
<br />a
<br />IT
<br />c--SEPAXll
<br />------
<br />1, vI
<br />'IlL , . I
<br />1 ON SHEET 12) a
<br />I .1 ill -
<br />I , ,
<br />- � I* iffi,,i
<br />: - T
<br />r
<br />I
<br />. .
<br />- �-
<br />-
<br />: 01)
<br />. I
<br />: r MR,
<br />v- -- ISEPARATION -
<br />0 TO GLASS.
<br />-
<br />: c!) ON SHEET 12)
<br />t i
<br />'
<br />, 03
<br />a, � I
<br />,
<br />,�� I I 4--
<br />. I V& .. .
<br />11- -
<br />1. '. wn cl )
<br />!
<br />IT
<br />TO GLASS
<br />L/2 i - SEPARATION -
<br />To CLASS;
<br />A
<br />9
<br />I
<br />�CPQATKIP
<br />I
<br />"Jr I
<br />r N
<br />i I .
<br />r MIA, 11
<br />I I
<br />I - ,
<br />@ L.----J
<br />I L'
<br />:
<br />� 0
<br />61 , I
<br />I I .
<br />" I I
<br />I
<br />� L/2
<br />:
<br />IT TO GLASS ! Ill.
<br />I *;)
<br />I , - .
<br />to -
<br />,:.: vo,p;=
<br />I L 31
<br />,
<br />-
<br />�t
<br />. I 6 It Iff I 1-'.
<br />- I I ED I
<br />� LI I -," L ",
<br />". � 2 'Ir
<br />I 64
<br />11
<br />�
<br />ED. k
<br />,
<br />.� 5 I
<br />, I k.
<br />: I
<br />I
<br />I�
<br />, ,
<br />, "I - . I_._;_
<br />L
<br />�L '
<br />:
<br />I
<br />I .
<br />�
<br />. t :;
<br />I -
<br />4
<br />, �,
<br />L . 1
<br />-
<br />- . I E� , - �
<br />-
<br />=" I- :�
<br />�'. ;
<br />. �
<br />I :,
<br />C4'1 . I . I I
<br />. I . j
<br />.
<br />114'0 TAKON . I I . I 1
<br />I I � "
<br />I r - I
<br />-
<br />(4)
<br />1/4.9 TAPCON
<br />4 l!".. &. 1� 7.
<br />. I *A-
<br />I to - , I
<br />1�� -
<br />. " To
<br />. . .!Ar.", to - i
<br />, . woop� , f , I
<br />� I - 'L
<br />n k.-."s
<br />I I
<br />pa� 4 I IAPCON 0� WOOD 6 M
<br />I �
<br />W-Mmt) I : - _"
<br />� -
<br />L , �
<br />,
<br />: � �
<br />I
<br />��]*
<br />1 = 0- oc I L I , i7 11=0
<br />,
<br />$- oc.
<br />� �
<br />1, ,
<br />is I, ." i
<br />7 I
<br />�, V4'0 1APCON
<br />1
<br />,
<br />I
<br />W/ STUD I I 11,
<br />�
<br />" ill/ S!"JO
<br />I
<br />I
<br />Kollwo
<br />�
<br />...
<br />'L NC;:� 0 G* OC
<br />I , A
<br />.
<br />- , t
<br />I
<br />�- t
<br />- I
<br />: 4 � I �
<br />I u; - i , .
<br />I I
<br />IN '00cm)
<br />�
<br />�
<br />I I
<br />11
<br />�
<br />,
<br />� � I . , --
<br />- � - 1�- I .
<br />REQUIRED I , - -
<br />Atou'RED
<br />,� � � .
<br />I �
<br />I L ,
<br />FUREEM
<br />Afflu"9K
<br />HE Mw
<br />I
<br />� - .1
<br />L 11 -
<br />pi
<br />WALL MOUNT]
<br />SCALE 3/8-i-
<br />A. Tit/
<br />'Affl%*
<br />WALIM Nos
<br />. .1,91
<br />SAFErT FA
<br />it
<br />................
<br />.. .. . -
<br />FLORIDA BUMNO CODE (Non High velocity NwW loans Zone)
<br />I. INSTALLATION ARE ONLY VALID FOR A,S,D. DESIGN
<br />PRESSURE RATINGS (p.s.9 AND PANEL LENGTHS AS
<br />PER ELEVATION ON SHEET 12.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION; WC
<br />.: ,44`167 ". -
<br />. .
<br />*; * - :* � -
<br />I I
<br />- . STATE OW . --
<br />*1 .1 -.
<br />.
<br />MO.-
<br />aim wmm so.
<br />/ IL ECOtsac.
<br />YAUJ" �
<br />rp
<br />24 GAR GALVANDEED STEEL STORM PANEL
<br />-- - ---. IN
<br />PflOOLIM Lw. OPIVIna
<br />GLOBAL PROTECTION imm
<br />4wn!t ~ --
<br />MEMBERS TO BE SOUTHERN PINE No 2. Wj��wlc
<br />. -"10A%0�, 1~
<br />..
<br />0 ft
<br />- - "' O�t! Ir
<br />3"I
<br />1W)MI-679, 20-175
<br />DENSITY OF 0.55 OR EQUAL
<br />...
<br />- I %,7,i --
<br />- -
<br />IAMF -1-4
<br />"law (W)M-75W PAX
<br />! owe"o 4. .
<br />I
<br />t
<br />-1f4
<br />I /twit
<br />C4-0=711
<br />0= &A, 1411441i,
<br />Ale 1 - . I .0.0- i .111
<br />g1 M
<br />pi`,�s - ,
<br />A I IrIl .
<br />I
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.M.) AND CQftRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR IMIGULAR STORM PANEL (1) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTUItES
<br />(VAUD ONLY FOR PANEL (2) INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5)
<br />MAIL. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(0.3)
<br />MAXIMUM ANCHORS SPACING FOR MR ED PER SCHEDULE BELOW 0
<br />g=
<br />a
<br />IV
<br />Ar
<br />UDICTII
<br />%.
<br />vi,
<br />MAX ALSO.
<br />I DESIGN
<br />I PRESSURE
<br />RATING
<br />Ill I
<br />*
<br />mkv" ANCHORS SPACING FOR M EX. PER SCHEDULE BODW - -----
<br />APPLICABLE
<br />TD
<br />&
<br />PAN&
<br />LEMON
<br />.L.
<br />(ft) I
<br />TAPOON
<br />I SOUD-SET
<br />FDA" 10
<br />PLUS
<br />ZAMAC-NAIIUN
<br />.
<br />Ckx-IN
<br />-- -
<br />1000N
<br />SCILID-SO
<br />FEMALE
<br />0
<br />PLUS;
<br />LAMAC-011,11.1"
<br />-RT
<br />IQ
<br />N
<br />'a
<br />!
<br />"
<br />M
<br />4;
<br />To
<br />W`
<br />TO
<br />To
<br />�.*
<br />" THEM
<br />-
<br />mmm
<br />PC
<br />=411M
<br />w
<br />To
<br />ZZME:
<br />To
<br />agor
<br />COMBKVM
<br />- --
<br />-
<br />!:
<br />F.-
<br />-
<br />ir
<br />Ir
<br />12'
<br />to*
<br />I (top)
<br />1-3:--
<br />51
<br />- /2,
<br />.
<br />13,
<br />IT ,,,
<br />
<br />-
<br />. .1.
<br /> 1/2'
<br />Ir
<br />4 1/2'
<br />1 (Im
<br />--,-,;--
<br />- - 'I-
<br />5
<br />-
<br />13'
<br />13*
<br />Ir
<br />.-Ir -
<br />I
<br />I (DOTM)
<br />IS -
<br />-
<br />i7)F'
<br />-l�
<br />3
<br />�3' '-"-I
<br />i
<br />.---
<br />r
<br />� ---
<br />13-
<br />11-
<br />_!L_.L
<br />I Ir
<br />3
<br />r
<br />I (BOTTOM)
<br />-T-!
<br />'
<br />�'
<br />it,
<br />-
<br />".I
<br />-
<br />,
<br />.
<br />-
<br />-
<br />.
<br />fla'
<br />2 (7111)
<br />-i]r-
<br />iiTFr
<br />-l� -
<br />_
<br />a iji�
<br />F
<br />----
<br />-5�--
<br />-,--.
<br />---T--
<br />Ill ,71Fr
<br />---
<br />i/2 ,
<br />-
<br />.5 1/2*
<br />---.,.
<br />__1-f-
<br />13.
<br /> -
<br />4 1/r
<br />..,
<br />2 MR)
<br />---
<br />13'
<br />_ _
<br />__ _
<br />-
<br /> - -
<br />. . .o
<br />---dtr
<br />-
<br />-13;'
<br />-
<br />F
<br />3l.
<br />'i- --
<br />3�
<br />5� -
<br />--I-
<br />r
<br />j�r_
<br />
<br />ir -
<br />-!;�
<br />2 1/2 -
<br />. -
<br />I iti��
<br />_
<br />ir
<br />
<br />Ir
<br />-
<br />-
<br /> ; -
<br />� _g __
<br />12,
<br />2:
<br />,--L --
<br />-
<br />
<br />S-L
<br />�24
<br />ir
<br />-
<br />1 -,
<br />2:
<br />1 t/4*
<br />lo-
<br />--
<br />10�-
<br />114'
<br />-
<br />7/2-
<br />"'
<br />a (BOTTOM)
<br />a I'm
<br />-
<br />3 DPOTTOIQ
<br />---
<br />TFiW)
<br />51-W
<br />on
<br />"
<br />-�-,3,-.�.5'....--.-.,�-..---.--I
<br />13,
<br />-13,
<br />.-
<br />I �---
<br />- . '.
<br />1.
<br />7-
<br />--
<br />-
<br />��
<br />13*
<br />13*
<br />-
<br />:-�M.
<br />ir
<br />13,
<br />-1.
<br />ir
<br />'J.
<br />-.--..-.
<br />9_1/2*
<br />0 1/2*
<br />
<br />1/4-12
<br />13'
<br />13'
<br />--
<br />1/2'
<br />0 I�T
<br />9 1/2'
<br />-
<br />& I
<br />, "
<br />- .
<br />0
<br />7 ,/2'
<br />- �-
<br />i r
<br />/2;
<br />#3-
<br />61/2
<br />-1.1
<br />11.
<br />a (BOTTOM)
<br />--
<br />3 (top)
<br />-
<br />(1110"OM)
<br />-
<br />W-6
<br />OR
<br />LESS
<br />13-
<br />��:n- -
<br />-
<br />'.
<br />Ir
<br />.lm� .
<br />--!�7
<br />-
<br />I.
<br /> �
<br />,-i��-
<br />-!;!�
<br />i -
<br />12 1/2-12
<br />er
<br />_
<br />is" -
<br />ll�
<br />--i -
<br />112
<br />V -
<br />__I_ _
<br />IS.
<br />----.
<br />13'-
<br />a L/,"-
<br />r
<br />_
<br />13,
<br />--
<br />Ir .
<br />-!!!�
<br />i-
<br />__.._
<br />Ir
<br />E
<br />1/2.
<br />..
<br />r.
<br />�, A:_..
<br />5 ".
<br />-
<br />-.!-/-4*
<br />7.
<br />- .
<br />-6
<br />3 1/2'
<br />
<br />o" -
<br />
<br />. A-
<br />1
<br />1 )12 -
<br />
<br />3 -
<br /> -
<br />-
<br />,
<br />o '�'�
<br />-
<br />, ��!-
<br />! -
<br />- --
<br />4 (TOO)
<br />- . - -
<br />. � IF..,
<br />� -.: w
<br />111
<br />
<br />- . .
<br />t�-
<br />--j, -
<br />", jt�'
<br />L '
<br />_
<br />W
<br />--
<br />-
<br />4 �iciiliil�
<br />-
<br />q*
<br />
<br />j -
<br />---
<br />a I/2*
<br />16� --
<br />-!�
<br />-
<br /> --
<br />-
<br />... ..
<br />t ya .
<br />-
<br />- -
<br />'
<br />- - -
<br />.
<br />- - ,
<br />4 (BOTTOM)
<br />- --
<br />�S;
<br />- .
<br />--.-
<br />. -1
<br />-!7--
<br />13-
<br />- -
<br />li
<br />-3-
<br />
<br />i3-
<br /> ' �
<br />13-
<br />- IL i� *
<br />-
<br />�k
<br />tiw
<br />sclii�
<br />I
<br />ir-
<br />1! �,/!
<br />
<br />
<br />-2A:-!-
<br />;�'
<br />-$--.
<br />.1_3; .
<br />- FLL ..
<br />5'��)---
<br />. - L'
<br />i3'
<br />11�111-!Si-
<br />".
<br />13-
<br />13
<br /> .
<br />j Y3'
<br />--
<br />13'
<br />.'jj�L
<br />3.'-
<br />j��:.-
<br />j�'
<br />
<br /> -
<br />13'
<br />- '
<br />a'--
<br />j-
<br />------ "
<br />5-tw-ro-m)
<br />-
<br />- rl
<br />1
<br />IT,
<br />I
<br />_13 _
<br />_�
<br />_1�1.
<br />----!�--
<br />__g*
<br />0
<br />-�l:
<br />1�!
<br />1
<br />-e*...
<br />O�1/2'
<br />- -
<br />11`�7�
<br />0 1/2'
<br />1-
<br />_112'
<br />7 1/2'
<br />----
<br />.1,
<br />13' -
<br />
<br />r
<br />.
<br />i--..
<br />51 mormu)
<br />. 1
<br />- -
<br />. .
<br />l!",
<br />.
<br />3
<br />'w-
<br /> , ,
<br />IS.
<br />I
<br />�
<br />_
<br />-
<br />t
<br />-
<br />I 3*.
<br />_ln
<br />12'.
<br />to,
<br />5 (TOP)
<br />73* 1.
<br />5*.--
<br />�4:
<br />2111L
<br />/71
<br />-
<br />IS-
<br />_I�r
<br />!l!"Mr
<br />_
<br />'�:-
<br />,
<br />�
<br />!
<br />I 3:
<br />1 1/2'
<br />--
<br />6 r7op)
<br />>.Ga. -40
<br />to
<br />.75. -75
<br />11F .
<br />I - ,$
<br />-I.*-
<br />I/.-
<br />I 'IS
<br />a I/0
<br />6 1/4-
<br />a ,
<br />L'S' "
<br />-
<br />-
<br />-
<br />-,l�-
<br />-
<br />g ,/4-,
<br />-
<br />_ i/4-.6
<br />.--- -
<br />(toon.)
<br />>.?& -75
<br />10
<br />.tia-ITS6
<br />L
<br />-
<br />-
<br />-
<br />0 ,/4*
<br />6 1/4*
<br />.
<br />6 1/4'
<br />0 1/4"
<br />I
<br />4 1/4"
<br />.IL2
<br />0 1/4'
<br />-1�
<br />-
<br />�
<br />-!Z?'
<br />-
<br />-
<br />a 1/4-
<br />I
<br />0 1/4.
<br />---
<br />6 sart -)
<br />.
<br />-1.
<br />-13,
<br />'3*
<br />-
<br />13-4i
<br />,
<br />-- �..t
<br />,I 1/2'.
<br />'/
<br />-
<br />1;6�
<br />L3L-
<br />- t3,
<br />-
<br />-j�� -
<br />'J"
<br />'L�
<br />13'
<br />-=--
<br />13
<br />---
<br />Ir
<br />Ij
<br />13 -
<br />- -
<br />'23"
<br />2V----1�-.----`
<br />10 1/2'
<br />- .
<br />'0*
<br />to 1/2'
<br />13 -
<br />- .
<br />n:
<br />13-
<br />� __,I
<br />10 1/2 'IT
<br />-
<br />,O'
<br />10 112'
<br />-
<br />----
<br />1/2 -
<br />- -
<br />,j:
<br />
<br />11 Ill"
<br />a -
<br />8 -
<br /> ---
<br />__.!:__
<br />'.
<br />- ill -
<br />-
<br />13'
<br />-
<br />- ,r _
<br />-
<br />13-
<br />9 W -
<br />r
<br />--
<br />6 1/2'
<br />-- --
<br />i;
<br />I CnOP)
<br />I (BOTTOM)
<br />-
<br />2 (TOP)
<br />i-
<br />(BliffiW)
<br />Or
<br />31
<br />I W
<br />'a 1/2'
<br />13,
<br />.
<br />13-
<br />4 1/2
<br />r t/2
<br />5 I
<br />ir
<br />4 I/
<br />I - I
<br />- .
<br />I
<br />. r.
<br />13-
<br />T
<br />I it�
<br />I-
<br />13,
<br />�.F.
<br />-,--.--
<br />iT3;r
<br />--
<br />ni-
<br />? 1/2"
<br />"
<br />13"
<br />"
<br />r
<br />f (BOTTOM)
<br />----
<br />13*
<br />----
<br />10 1/2'
<br />---.--K-.
<br />13*
<br />I, -/2"
<br />.
<br />13-
<br />--K-,
<br />6 1/2'
<br />_0:
<br />.1 _
<br />F i/2*
<br />5 lir
<br />13,
<br />'
<br />4
<br />Lqr
<br />w
<br />r
<br />'r
<br />ly
<br />- i-
<br />IF
<br />1/2
<br />--I- -
<br />3';
<br />19-TiF
<br />- -
<br />6 1�2
<br />7-11-
<br />/1�
<br />- ---
<br />--Y2:
<br />90"ot
<br />2-t- �
<br />-
<br />L4ii _
<br />. -
<br />I "IV
<br />..-----
<br />7 2'1�7-
<br />_j/
<br />_ -
<br />-
<br />--
<br />1/2-
<br />�S. _6.
<br />to
<br />. II
<br />-
<br />'S'
<br />- .-
<br />-
<br />-
<br />r
<br />- ---------
<br />1.
<br />Va -
<br />I r
<br />tr
<br />Ir
<br />iT,E
<br />g-
<br />- 13'
<br />,/?.
<br />ik� �
<br />b 1/2-
<br />Ir
<br /> ---.--.I--
<br />It 1/4*
<br />r --7-:' -
<br />6 1/2'
<br />5 1/4,
<br />i -r
<br />/2�
<br />ir
<br />--
<br />t 2 1/2,
<br />j -
<br />9 I/2"
<br />- -
<br />0 1/4
<br />7--
<br />
<br />4-
<br />D 1/2'
<br />-
<br />--
<br />-----
<br />1 1/2'
<br />-
<br />7 1/2 -
<br />-
<br />-
<br />'
<br />3'
<br />9�..!T-Y�*
<br />ir
<br />6 1��4:
<br />6" JIM
<br />A Ile
<br />- -
<br />3 (BOTTOM)
<br />". -1.
<br />r.-
<br />- e
<br />12 1/2,
<br />--
<br />IF-,
<br />-
<br />�3*_
<br />I i/21
<br />-,IF-
<br />-- -
<br />�217_
<br />9 ,/4-
<br />-I-ITF
<br />--.--
<br />_
<br />!! 1�!7
<br />a 1/4-12
<br />7-
<br /> ---
<br />3-
<br />_ _t_
<br />IP2,
<br />1�-
<br />
<br />10 1/2 'I'
<br />-1717
<br />i ll�
<br />-;,-"--
<br />-----
<br />1/2-
<br />-
<br />"' -
<br /> -
<br />r2
<br />41-
<br />-,
<br />L.---
<br />13' _
<br />-
<br />--
<br />1
<br />(11�)
<br />�_ _ __
<br />-
<br /> * �
<br />1/2
<br />! 1!�o '
<br />�
<br />r
<br />6 1/4*
<br />-- - --
<br />I"
<br />3 (WITOM)
<br />. ------
<br />I CROP)
<br />8 1/1'
<br />2 1/2'
<br /> --- - -
<br />4 (TOM
<br />-4 i901-TO M-)-
<br />.!---
<br />--l-
<br />p".
<br />
<br />- -
<br />"
<br />- -
<br />-
<br />--- -
<br />St.
<br />'
<br />V�
<br />-
<br />-.
<br />-
<br />";
<br />-
<br />1 �!Tw�)
<br />-- "
<br />0
<br />6 I /r
<br />.
<br />-V.-
<br />- --
<br />--v-
<br />- --
<br />� �/v
<br />-- - --
<br />-
<br />-r -
<br />. 3 .
<br />
<br />10,
<br />-
<br />7 112,
<br />----
<br />13"
<br /> ,
<br />v
<br />-
<br />5 (TOP)
<br />--!!:-..-.--
<br />13*
<br />-1
<br />-13,
<br />1
<br />ITH11..
<br />,7 I Ir
<br />.
<br />73"
<br />-
<br />--ill - j--
<br />I r
<br />-1�--
<br />IS'
<br />-
<br />�W ��Il 21
<br />'a "
<br />, I_
<br />Is 1/2
<br />,/t
<br />-"I,
<br />- -
<br />-
<br />-�"* ..
<br />J/.,�l -
<br />13'
<br />- . -
<br />- -
<br />11
<br />'a ""
<br />..
<br />10 1/2"
<br />1 U'2�
<br />-it:--
<br />I' '/I
<br />-
<br />"' I
<br />1 1
<br />--- -
<br />IT -
<br />.-
<br />--K.1.-l`
<br />1j,
<br />-1
<br />r
<br />,
<br />,�161(
<br />-
<br />o ,
<br />P
<br />I Lj
<br />----
<br />�3
<br />--.--
<br />0 1/2
<br />.-
<br />11'
<br />-----
<br />I 11*
<br />I .
<br />13"
<br />-
<br />,.i-
<br />3.
<br />-i -
<br />---.-
<br />.
<br />1*
<br />-.----
<br />13-
<br />-
<br />-�
<br />ly 1
<br />;T.
<br />i .
<br />I -D
<br />_ -i
<br />-- -
<br />1 9 1/2.
<br />1.
<br />t!-1- L
<br />9 "!4
<br />."
<br />7 1/2'
<br />'S"
<br />1.
<br />-
<br />(SOFT
<br />5 a
<br />LWON)
<br />5 I - I
<br />r.
<br />E -1.
<br />-
<br />a /M
<br />i
<br />-
<br />-
<br />-
<br />I�F�
<br />-114-
<br />-
<br />r
<br />12
<br />! /
<br />��
<br />(T
<br />-
<br />("ii :
<br />Z(n
<br />�
<br />21L-�-
<br />, .1
<br />�L
<br />i3'
<br />13'
<br />I S,
<br />_
<br />Ito 1121
<br />"
<br />_ _
<br />IS
<br />Ir
<br />_?_/
<br />-.----
<br />101/2-'s
<br />to "i
<br />--!�T!7
<br />i
<br />, /,
<br />..
<br />-Y
<br />.-t-,
<br />I
<br />-iw)
<br />- CT )
<br />;V
<br />1. -i..
<br />1. ,
<br />------
<br />.
<br />1
<br />.
<br />i-i-q;-
<br />/
<br />-
<br />I
<br />I
<br />1
<br />..�
<br />-
<br />,,,1.F
<br />-il
<br />"" 4
<br />i11�-11':1i-`Jl1--10--
<br />.,.�
<br />_
<br />__
<br />. _
<br />_I_
<br />---
<br />.
<br />.
<br />1
<br />I 1 �4'
<br />-
<br />.
<br />I -
<br />.
<br />6 -
<br />-
<br />I -
<br />r - -
<br />-..;--
<br />!
<br />9 1/4'
<br />S
<br />$EE OW It I" WAM rM & SPACTIC Foo AMALLACCAS ono $We "Ifte TIULCANIT
<br />- volhow .401M wpow" " vessel IDGE nwa AN -0"= 0. THIS 1110,41111" FOR E.D.
<br />LM TWO PAWATO ON SOWDLU PEND: AMCADR MiAC1101 MLLVIPLYIND VACK4 SOMW ON
<br />10
<br />=am" or THE MWNM FACTORS FOR " OPERATOR 0 K polor.L RMAM SPACM
<br />CVMMW UWC 1ACW SHMA tV K LEO TWA Wool WiNtse NWAM Too CACH ANCHOR r--F
<br />OR 7-0 $0411PULA.
<br />1/4'.
<br />flp�. 1
<br />]!/4'!
<br />!14*.-
<br />q/A*.
<br />ANCHOR TYPE
<br />I -lob
<br />-
<br />V
<br />.=
<br />I . .
<br />I FA�
<br />��VAM�
<br /> . -
<br />a" -
<br />ANCHOR gnow 00
<br />)
<br />,
<br />A
<br />J,
<br />I 1jr
<br />2 'A
<br />---S-,-
<br />. . = .�
<br />- -
<br />- ----
<br />'.
<br />-----
<br />-21�---
<br />-
<br />.., 3--
<br />-
<br />L�T- -
<br />I
<br />- - --
<br />OWAM 111.0.) ..,
<br />I
<br />3 1/2*
<br />3113-
<br />i-,�;
<br />I vy
<br />�-
<br />MAIL SK MMU (EDL)
<br />AM
<br />-
<br />, ,/r
<br />am
<br />-
<br />-
<br />-
<br />,
<br />.- -
<br />� !1.
<br />O',
<br />AN
<br />-
<br />I
<br />, -
<br />-- -
<br />I
<br />-
<br />I..
<br />-
<br />I
<br />ON
<br />I
<br />r, - - .1
<br />3 !Lt 'L
<br />O.
<br />--
<br />-
<br />O."ll I
<br />1.0
<br />-
<br />- - .N
<br />.0
<br />.
<br />, -
<br />-
<br />... -
<br />, To
<br />W -
<br />--�A�
<br />is USED, BE f MR MAX. A.&D.
<br />&ED
<br />r��VALID
<br />, MAX. MWINTIEN SPACER JrIS
<br />L.gY I
<br />1/4*0 TAPCON
<br />ANCHOR 0 9' O.Q- , ="."
<br />CONCRETE BLOCK
<br />r *Eotmw
<br />L
<br />i
<br />-( .1
<br />,
<br />I A 1/2.
<br />, 11
<br />I �,J.
<br />A.
<br />* : o. 44157 �
<br />.1
<br />:
<br />: * . *
<br />. .
<br />A%. STATE
<br />-
<br />V k -`
<br />,�. A -.0
<br />. 0
<br />;,�� ... �O� .
<br />TAM
<br />it A
<br />AA.D. OEM LOAD
<br />-
<br />WAV" PANEL
<br />1.111407111
<br />40 PSIF OR LESS
<br />6.-�.
<br />> 40 PSF TO 50 PSF
<br />I
<br />6'-2'
<br />I > 50 PSF TO 80 PSF
<br />-
<br />51-10"
<br />-
<br />*
<br />A MAX. PANEL LENGTHS ARE VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS At SPACER AT 12 1/2' D.C.
<br />- 019
<br />./
<br />-An ILIM -
<br />24 CAGE GALVANIZED STEEL STORM PANEL
<br />F.0i.
<br />OVA w
<br />�
<br />-,
<br />..
<br />��
<br />GLOBAL PROTECrION PRODUCM. LLC.
<br />"T"O'.7'e"Re
<br />.
<br />)
<br />-fii4i . 6 rom
<br />L
<br />low rw
<br />� jW)AM FL 33311.)..
<br />RI oo� a. - As. - - � .1.
<br />- Pool -1.1 - -
<br />Arw
<br />20-175
<br />-
<br />- ..l
<br />�-oom's
<br />,
<br />,=-1.!M t.-FIL
<br />OR"" WL
<br />a'.
<br />.it** i - i - . - -
<br />..
<br />i
<br />I Fxq .! I
<br />-
<br />� IN AT 14
<br />INSTALLATION
<br />1/4-* TARCON'. , .,
<br />ANCHOR 0 9- D.C. , [
<br />DETAILS
<br />.,:IED
<br />=fEl"OU
<br />FOR LIFE SAFETY PANEL In
<br />t/4-11 TAn tED
<br /> -, �
<br />ANCHOR 4l 0 C, OR
<br />,L ,
<br />' '
<br />�,��,
<br />9-0CA
<br />ro. VD,
<br />Comic" eLock
<br />IIEOUOl
<br />, I
<br />�� �"`.
<br />`
<br />��,
<br />-
<br />(;)
<br />,
<br />,
<br />i (2
<br />A D
<br />.,
<br />I , " ,
<br />t
<br />'
<br />j �
<br />I � -
<br />, � 1.'��::
<br />,
<br />-
<br />-- , L ,
<br />4
<br />1. I
<br />I
<br />ED, 1. . 11 11
<br />,
<br />i
<br />I i I , I 11
<br />, �,
<br />r/ri .
<br />i
<br />11i
<br />I
<br />. ,
<br />!
<br />�
<br />01
<br />0
<br />:
<br />!
<br />A
<br />U11K 0
<br />I
<br />1
<br />j/,4�-va�. 0 , txwl
<br />sk CLASS
<br />MASS -�
<br />I
<br />,,-
<br />11 -
<br />I
<br />Z=11-1)
<br />0 \
<br />i
<br />i
<br />0
<br />IT
<br />� v Mo.
<br />." I
<br />:
<br />I PANEL LZNWH
<br />I L
<br />i -
<br />(SI, ELEVATION
<br />E
<br />�-=Clii
<br />I I
<br />ON SHUT 12)
<br />0 TO GLASS.
<br />I
<br />I
<br />I
<br />i
<br />I
<br />.
<br />, .I, 1 11. . ,
<br />t
<br />I
<br />' , 1' ;, ;� ",
<br />, �
<br />I I .I , , �, .,",' I I LIZ
<br />"t '�r;'
<br />I ,
<br />1. L ,
<br />, "'�
<br />��':,t�� 4.'�
<br />i
<br />i (10
<br />"
<br />ED 0 ���:,�,..:
<br />I
<br />1
<br />�
<br />. , ,
<br />1'1�
<br />,,',
<br />�,,�';'
<br />I
<br />: �
<br />0
<br />,,.::,;
<br />I
<br />, ,
<br />" ,r,t',
<br />0
<br />i .1110
<br />0
<br />I10 I
<br />Ll j
<br />3/4 .
<br />; �mt'k
<br />I 'I L $
<br />-
<br />, ,'/,�
<br />:�l
<br />T
<br />I
<br />-0
<br />1/4 IAPCON
<br />ANCHOR 0 lo' CC
<br />� EXISTONG POURED CONCRETE DR
<br />WNCWE BLOCK REQUORIED
<br />SECTION R--AA
<br />* REMEAFFMLs
<br />WALL MNTINGS
<br />SCALE 3/6-1-
<br />,2,�,
<br />112 -
<br />I -
<br />,,�,��; �
<br />I
<br />. 9
<br />- --
<br />1 I
<br />- ,�,,, ":
<br />0
<br />,-a .11, 1-11
<br />I . . . . . I "
<br />: �
<br />I
<br />-0
<br />I ,-w
<br />:: .1
<br />--SEPAP -
<br />It ATM
<br />to GLASS.
<br />t,
<br />I
<br />, 1 --- - i�4-.S�.v
<br />, i
<br />-
<br />, , I^
<br />I I
<br />0
<br />1
<br />!
<br />0
<br />, I
<br />1
<br />1. t
<br />, I
<br />1 1" VAX.
<br />.
<br />*
<br />� O' PANEL LLNI
<br />0 �
<br />I (SEE CLCYATION
<br />11 I ON SHEET 12)
<br />A � -
<br />A � I
<br />I
<br />. . .1.
<br />. - . -
<br />-
<br />IT -
<br />I �
<br />. I I
<br />I 7 -1
<br />... " 1�,.. ,. , ,:�, It
<br />. �:! �, . : ..
<br />""'. 1:, ..,
<br />'111i�,�;,-,'-;
<br />, ,;, . � ,
<br />. ',
<br />I
<br />I
<br />; I
<br />:
<br />�,,,�%I�
<br />� �,
<br />."""',�',
<br />1 - j -j) r
<br />ED-* ,,',,,,"�t,,,�
<br />I - .
<br />I'll I'll
<br />,
<br />'�
<br />: . --@
<br />I
<br />. 1, : ;;;�%,�
<br />��
<br />, I 0 a Iff 04
<br />11 ...
<br />1 . �
<br />[�, 0 :
<br />,' I
<br />. �
<br />L - . I I J. I
<br />1, 1.� ,
<br />. t . �
<br />I
<br />I,-
<br />. I 1
<br />04
<br />�
<br />1/4-0 IATACON
<br />ANCHOR 0 9* O.C.
<br />CONCRrTE OR
<br />I I UN
<br />RZIt"TtIO'Bi.
<br />a LIMMUEANEL
<br />REQUIRED,
<br />SEE MOM 13 a 16 MR AM>4m
<br />ANCHOR lift
<br />-
<br />I -Y,�
<br />TYPE A SPACINO FOR PATALLA110I Oft
<br />VOWN
<br />wooD
<br />, rmw IULDOM
<br />noOl ANCHOR SPWNM AND MNM)M
<br />ma bd?AN" An ^T"IW ON I"
<br />MOM snocam (w
<br />I
<br />-;,-
<br />O'ol
<br />--
<br />3
<br />SCAMPULLFORE01=r1=0
<br />ON SCHOOtAl RwM
<br />��t�,
<br />WoRCIN&I C00000lle"04
<br />----i
<br />In" m �a so
<br />raw
<br />In MULTIPLYING, SPAZM $W.M ON
<br />SCHEDULE In THE rougam rx�m
<br />I 1 1/2'
<br />a 1/2*
<br />4M ,
<br />Go,
<br />n* na OPMT" To K POSSDLL
<br />*Lou= SPACING 007mwo LS"
<br />PAC= 2"Au NOT Ills un TWO
<br />MINAll SPACNIQ INDICATED FDA LAC"
<br />ANCHOR TYK OR IM SOCUL4Z
<br />r
<br />ON
<br />I
<br />1 3"'T.
<br />I -
<br />I
<br />'00
<br />I
<br />ft
<br />,a ",
<br />Il
<br />111�
<br />=-� "
<br />IT (/
<br />./
<br />i .
<br />1* APA
<br />"`P= ,
<br />to
<br />.I
<br />F, -
<br />I
<br />I
<br />�
<br />(f)
<br />0471b
<br />GLASS
<br />";;
<br />I
<br />I I :�-
<br />�.3 9
<br />tooll 040 r-41
<br />v ".
<br />m Rp FAI&
<br />PANEL LENGTH
<br />I
<br />(SEE ELEVATION
<br />ON SHEET 12)
<br />C, ) I -
<br />L/2 t
<br />03 :
<br />I il
<br />,
<br />' "
<br />"'L -
<br />ED.* , `
<br />:�
<br />,.,�,
<br />" . ;
<br />I 11
<br />i -1
<br />ED I � A-
<br />� 'I
<br />I. - ,� .
<br />to I _kS = U&
<br />sells -
<br />�11.
<br />I.,
<br />0 Q Ifflot
<br />,
<br />I
<br />1, " � , 1/4-4 TNICON
<br />0 9, 0.
<br />ANCHOR C
<br />. CONCRETE OR
<br />LOC.,
<br />%== REOUIRED
<br />SECTIM A--U
<br />9 1MG-90TWARLIS
<br />WALL MOUNTINGS
<br />It.101"',- SCALE 3/a-,'
<br />.1 I I �
<br />f
<br />1/4-0 TAMON
<br />RmcHon 0 91 D.C. , . =W."D
<br />�3; L
<br />,� CONCRETE V.00R
<br />'
<br />.", . REOURED,
<br />,
<br />%1
<br />�, ��
<br />,�
<br />1� C2)
<br />I 1
<br />
<br />11
<br />� -
<br />''I
<br />,'.� 't, 1/2 -
<br />"
<br />I ,-,.�,�i' "r
<br />�",L;:� --r-
<br />,� , ;
<br />/1.
<br />* I.-VII,
<br />1.01
<br />I ".r., 4" i
<br />j''1fL
<br />' ,'
<br />,
<br />, . :
<br />I'm.. :
<br />, Sw#MMATIOW
<br />I
<br />TO GLASS
<br />I
<br />,A "- � 1
<br />!
<br />� I
<br />�
<br />I
<br />1
<br />;I
<br />�.-
<br />I �
<br />I ,��
<br />I'S -�v
<br />A,
<br />I *L' MAX�
<br />S' PANEL tLNGTH
<br />(SEE ELEVATION
<br />I ON SHEET 12)
<br />k�)
<br />W
<br />CZA :.� I
<br />��,
<br />I .
<br />-
<br />i ,� ,,,
<br />.11 I
<br />I I 0
<br />ED I
<br />1 - ?
<br />.
<br />ED, ,I - lq�= .I
<br />.� ok",Vo.,
<br />..
<br />a It
<br />"Ill,
<br />" .
<br />-- 1414*6 TAPCON
<br />ANCHOR 0 V OC
<br />EXISTING POURED CONCRETE OR
<br />CONCRETE BLOCK REOUIRIED
<br />0 3v9%wMEL
<br />INSTALLATION DETAIL5
<br />INTO WOOD
<br />. , ", -,
<br />, �r r,, , , ",
<br />1 I
<br />ETY PANEL
<br />STRUCTURES
<br />(17
<br />1� - - I I .
<br />".
<br />- L P�
<br />"'-- . �
<br />I I � ,., I;
<br />� ." - . Ere
<br />�: . It, =6H
<br />1 �-7
<br />.
<br />''
<br />.
<br />:
<br />.
<br />I
<br />- '. -
<br />, WOOD HEADER
<br />: I ..
<br />, I REQUIRED,
<br />�
<br />I
<br />1 1 1 !i
<br />-- � I
<br />, � 4� ON
<br />. , , ;1 �
<br />I L -1, ' -;=W
<br />: � , ill 0 91 D.C,
<br />r . -
<br />I
<br />.
<br />.�.: i
<br />I ,
<br />- I
<br />---, , =APCON
<br />. r,� - 0 a' ox
<br />I
<br />11 i 1�
<br />I I
<br />I I
<br />I
<br />. , j
<br />L
<br />�
<br />." I C21
<br />..
<br />I ,
<br />' ��l
<br />I !
<br />. 1 02�
<br />I . i
<br />, I
<br />1 ,, -e Mo�. �, I
<br />I . /2" I 1/4"
<br />,
<br />,:� 4
<br />.
<br />L'
<br />� t'/,. .
<br />. ,
<br />__
<br />, . ! ! - -- go,
<br />�
<br />I I 1 71 00 - I
<br />� I , I
<br />.
<br />. .L
<br />I
<br />,, I wX1 -
<br />2' � I
<br />� !
<br />I , / hr.. ,
<br />I 1 I'A :
<br />, r
<br />oll� . I
<br />-,
<br />. I
<br />L4 .- i- 1 , (1�
<br />� i ).
<br />1�
<br />L. A -
<br />- �
<br />;
<br />I :
<br />I I
<br />: . T
<br />I 1
<br />i �
<br />1 g. Tow
<br />- ;av
<br />=94
<br />I
<br />I
<br />1 1/4-ol Ill i
<br />- -
<br />vi, ,,,, ;I to Azp
<br />M
<br />A .
<br />.1 ,/ ,- I ,
<br />M.""II
<br />"19:K1
<br />-
<br />I
<br />I I
<br />.
<br />I
<br />It I I
<br />.
<br />It 1, .
<br />I
<br />1�
<br />f
<br />� I , : -L' %W
<br />a 1 I L MAX
<br />it PARK LENI
<br />:
<br />--
<br />- - -..-. � 6. PANEL LENGTH
<br />(ME1 11EVA 01(2*)
<br />0 ( . (SEE ELrVA1XSN
<br />I � -- - . ON SlIEF-t 12)
<br />.
<br />0
<br />;
<br />1 1 :
<br />, ON MOM
<br />
<br />]
<br />,?
<br />I
<br />In I I
<br />0
<br />r I
<br />1
<br />I, mo, I
<br />�-SEPAXATIGNL- - - c
<br />It To GVSSL : I ,
<br />.
<br />-
<br />11
<br />I l-51EPARATION
<br />, , I
<br />,
<br />I 1
<br />1* Mw .0
<br />- - I
<br />" I
<br />-
<br />t, 7�n� _: J* o
<br />IT
<br />-jr �L-f �
<br />"I ; _J
<br />GLAM
<br />; III
<br />11 .0
<br />I - . I It Is vr ot
<br />to. i.�
<br />U
<br />ED
<br />I -
<br />- r.11 0 a yr oc
<br />I 0
<br />" � , L � 4AIMP To' I I
<br />Pt
<br />I
<br />I
<br />-
<br />�r
<br />ED , .L -1 , � 1. I
<br />� 1 .14*0111
<br />. 1: - ! .
<br />, ,
<br />I , ; I
<br />L -, . I i:
<br />I
<br />I , 7 I -",rT-
<br />I
<br />�
<br />I I 1 �
<br />a A I. 1
<br />I . I I �� 1,
<br />-.1 .99 � -- , I
<br />p
<br />2'.4'
<br />MATE
<br />I
<br />". . , i ,
<br />---1,
<br />I I
<br />L : .
<br />� I
<br />PIDIUIRED I ; I
<br />� , I � i/4*0 PANELMI PLUS
<br />REQUIRED
<br />I �
<br />; 1/4'0 PANELMAW PLUS
<br />4;
<br />, j��j ,
<br />� . � ANCHOR 0 12 T/2- 0 C
<br />,
<br />I
<br />� �
<br />1.
<br />. ,
<br />' L L
<br />I : I
<br /> ,_
<br />, 1; ANCHOR 0 la 1/2- O,C
<br />� I
<br />j �
<br />� � L
<br />1.*1 .1 -, - . . � � I
<br />- e�
<br />I I
<br />I
<br />I
<br />- , I � ,
<br />. L -
<br />I
<br />: - ��
<br />� I
<br />�� I .. 1, I
<br />-39
<br />WIME"
<br />WAU MOU
<br />".111.1-T ..........
<br />,
<br />a I I SAFM
<br />PANC,
<br />St&E 3
<br />..��--!��/)�\
<br />. .. E11114 ..
<br />% -
<br />, ...
<br />. 4 "167 ..
<br />FLORIDA BUILDING CODE (Mon High Velocity Hur loans Zono)l
<br />. .
<br />: -
<br />NM.
<br />III * ..
<br />. .
<br />1.
<br />.=,Ll . ft
<br />24 GAGE GALVAMD STEEL STORM PANEL
<br />1`�P.
<br />1. INSTALLATION ARE ONLY VAUD FDR MAX. A.S.0,
<br />DESIGN PRESSURE RATINGS (p.s.f) AND PANEL
<br />- !
<br />'.. - .
<br />. .
<br />. --
<br />----------"
<br />- -
<br />/7iLrEC0,.c \ GLOBAL MTECTHM PWWM. LLC.
<br />OWN 0:
<br />"M"A"
<br />LENGTHS AS PER ELEVATION ON SHEET IL
<br />2. FOR NEW WOOD FRAME CONSTRUCTION WOOD
<br />:.
<br />I ......
<br />I L 0 %A��,,w
<br />p$41
<br />X C.. V
<br />CAN &Q. al'STRW
<br />ft* &ME III 13.7,
<br />--!!�
<br />20 -175
<br />MEMBERS TO BE SOUTIHERN PINE No 2. W1 SPECIFIC
<br />DENSITY OF 0.55 OR EOLAL.
<br />RRA to 11
<br />�"_ ,XR, (".)sw7b4i PAX M.)M-sm
<br />R
<br />"'s'"" i
<br />a.-Ocaln't 1 'I" i - i-
<br />-
<br />-
<br />WANAO -
<br />-
<br />I -
<br />IS. WA/00.'W,F,Ult
<br />A
<br />A I -111. F ! I I
<br />1= zo, V. " �'i -�
<br />soon Is w to
<br />.
<br />-
<br />- -
<br />.01-
<br />,;A
<br />I
<br />p
<br />-!!�
<br />%.
<br />cp -.0
<br />S I-
<br />r11 4
<br />. I
<br />0
<br />. % a
<br />,;
<br />'S -.0 %A-
<br />A .0 Ic
<br />11 go 4
<br />-�,01
<br />7 .;*,
<br />1*
<br />-
<br />:e� 19
<br />s c
<br />I
<br />cr-
<br />.6--a
<br />0
<br />a)
<br />r-,
<br />-W
<br />-M
<br />2
<br />>-
<br />2
<br />C--
<br />4-4
<br />=
<br />-0
<br />(1)
<br />a-
<br />=
<br />C=
<br />CU
<br />-0
<br />CL
<br />.
<br />.
<br />0)0
<br />j
<br />CD
<br />.6-1
<br />U)
<br />CD
<br />:=
<br />(D
<br />7�
<br />0
<br />M
<br />-0
<br />c
<br />0
<br />CL
<br />-2
<br />C
<br />L-
<br />-
<br />CD
<br />"
<br />C
<br />0
<br />.-
<br />LL
<br />-
<br />tu
<br />o
<br />"01I
<br />%%0
<br />%#--
<br />(:)
<br />cu
<br />;�p
<br />:1)
<br />)-
<br />-0
<br />F=
<br />2
<br />U)
<br />. -
<br />W
<br />CO
<br />Ill
<br />0
<br />a)
<br />., ... ,
<br />ILU
<br />a _
<br />-C=
<br />'i w
<br />162
<br />D-
<br />� -.0
<br />=
<br />.
<br />0
<br /><
<br />6)
<br />r1a
<br />I
<br />.
<br />,
<br />- co
<br />* �
<br />P
<br />43) 0)
<br />0
<br />" - 3;;
<br />%ft
<br />C, 45
<br />to
<br />S
<br />-
<br />-5.
<br />ll%P cp
<br />co
<br />�- ,
<br />.; S
<br />C!
<br />w
<br />4
<br />z
<br />z
<br />0 j
<br />=
<br />U)
<br />a)
<br />C=
<br />w
<br />0
<br />a
<br />".
<br />"
<br />=$
<br />ui
<br />M
<br /><
<br />z
<br />z
<br /><
<br />__j
<br />Q-
<br />-4-0
<br />(D
<br />(1)
<br />..=
<br />U)
<br />cu
<br />>
<br />0
<br />L-
<br />O-
<br />0-
<br /><
<br />'4"'
<br />0
<br />=
<br />-0
<br />0
<br />"
<br />DAN,
<br />a)
<br />U)
<br />cu
<br />M
<br />SHEET NO.
<br />SH 1A
<br />
|