|
=!vIx., III-w-'PI-tit-Im m2zI*4-11j.IAJ�'fiI11mr"Rw-1m,
<br />= J :I *`I;;pj;I *I I am, 0 M*141 - -
<br />Pltl*Wi)l'�l3�.lRi#,o,,#yA,Ai.,.A6x4=Fa;r.l�[twitei.i,7n;71�14 4, I .
<br />- -- -- it'71110; 1 ; 11 A
<br />MAXIMUM &SIDI
<br />"WON'T"r
<br />MI..
<br />I I I
<br />11 I I
<br />APPUCAME TO
<br />-
<br />o
<br />iffift
<br />SEC_
<br />�615.0. -75Z
<br />7w OR LESS
<br />9/ir i
<br />I
<br />
<br />BOLTED .
<br />11, V. .r. .TW,
<br />--
<br />I
<br />�
<br />zw a :51W
<br />.66G. -75.3
<br />-
<br />7" . OR LESS
<br />1 2 7/0- I
<br />sa- -
<br />� - - J
<br />� �
<br />UPAIFW 4=� 5Z, M.5 it WINGNUTT AT OVERLAP & AQX OF PANEL LEW14
<br />M Of FARE.
<br />7T.v4l7llj7w-"om.j*,.itti,m,.�.i*4-1,11.i4g:l�Nil'� -�W-l',I-wo�7-1;i-,I*-I;It,1,111[Z[eW.� I"JITA403i'M
<br />WAIIINIAIIII-1m;IIIJI -jzli1=I;It#A`yfUipi:4A13w A-0,111i"NAIM.'Fle 61ill 11",
<br />'iw-WiL I
<br />k m 0Lqr4�A!W-w111"- 10C .3 N
<br />IPWRIE-411--.1"mm"i WIM �
<br />--
<br />11
<br />ISM.4
<br />PRESSURE
<br />RATING
<br />fp..T.)
<br />MONNUM ANCAORIS SPACWG MR E. 0. - 3 Ili" -
<br />� .
<br />I
<br />APPIJARLE TO
<br />SECTIONS if IS
<br />ANY tow"ATIDN
<br />- -
<br />MIXIMUM ��
<br />LENWH -L' ILI)
<br />. I CAUK-
<br />I
<br />AWWAAM FEMALE 0
<br />AMELMi PLUS
<br />TO Como",
<br />-
<br />TO
<br />. CONCRETE im CONCRETE
<br />-142�
<br />yu.�
<br />-
<br />TO coNic'ur
<br />TO CONCRETE
<br />BLOCK
<br />--
<br />TO CONCRETE
<br />lia QUNcN`i`E
<br />BLOCX
<br />12'
<br />MIA I 1 2.
<br />N/A
<br />12' -
<br />N/A
<br />11
<br />12*
<br />N/A
<br />V III 2' 00P)
<br />it'
<br />3- * 1 to-
<br />3'
<br />51
<br />4.
<br />'.
<br />4 .
<br />I� (BOTTOM)
<br />SERIES 2000 4
<br />12"
<br />--
<br />1. t 12,
<br />1
<br />-- �
<br />"
<br />1.
<br />1.
<br />11.
<br />S.
<br />,-1',,4BO`yUm)
<br />e� hie ippo +�
<br />*86.0, -75.3
<br />N/A
<br />N/A 1, NIA
<br />N/A
<br />___!�/A
<br />!_
<br />—
<br />/A
<br />—
<br />12 1/1"
<br />I
<br />7"
<br />-
<br />v
<br />N/A 1 6 I/2'
<br />N/A
<br />4 1/2-
<br />N/A
<br />, 4 1/2'
<br />N/A
<br />.3, (TOP)
<br />I .
<br /> - ---
<br />12'
<br />-
<br />N/A 1 12-
<br />-------+-
<br />-
<br />N/A
<br />a 112-
<br />NIA
<br />1, 9 I/21
<br />./A
<br />1 3' (BOTTOM)
<br />1
<br />12*
<br />N/A 1 12*
<br />R/A
<br />12,
<br />N/A
<br />i 12,
<br />-
<br />N/A
<br />1 4� (TOP)
<br />1 11
<br />12'
<br />'. I 12-
<br />9 1/2-
<br />---
<br />- I
<br />1
<br />4- (
<br />* LIMITED TO 56.0 p,5J. ASO. DESIGN PRESSURE RATING
<br />A SEE SHEET 26 FOR ANCHORS TYPE & SPACINC MR INVAUATIONS MID WOOD
<br />FRAME INALLIANID
<br />MINIMUM ANCHOR SPACINGS AND MINIMUN EDX WANCE ARE IND"TED M THIS
<br />F INNOING
<br />10
<br />SCHEDULE FOR L - IRAN LNOCATED ON Sa"ME REDUCE MOM S
<br />It, .,M,w
<br />, SPACM StOWN ON SNOARE, BY TIE FOLLOWRIC FACTORS FOR
<br />THIS OPERATIONI 10 BE POSWEILE. RED= SPACING MIMED USti FACTOR S441
<br />NOT BE LESS THAN MINIMUM SPACIND LINDICATED " EACH ANCHOR TYPE AT
<br />ANCHORS LEGEND
<br />ANCHOR TYPE
<br />.-ile.
<br />f --- mx,
<br />---..--
<br />jZj:!_
<br />1/41.
<br />-
<br />1 M."El
<br />"A"Fou"Is"
<br />- I
<br />. -= `""W 00
<br />2L
<br />3
<br />in', 4 �--Z-.,
<br />---L3
<br />---L---
<br />3,0
<br />-
<br />3 ",f
<br />-
<br />4
<br />ACIA EA pw 115pun
<br />I'Am
<br />.
<br />-
<br />...... 2 1/2L_
<br />�
<br />I -
<br />2 Ilr
<br />�-
<br />��-
<br />-., HE
<br />]
<br />5E,
<br />T
<br />3 ix - --
<br />L -
<br />,.I
<br />-
<br />I ,
<br />-
<br />I I
<br />"'�yk N - T It t
<br />, ... ;
<br />4 . �i� 4L
<br />.; . No.
<br />,
<br />,
<br />*1 77
<br />F-4`�
<br />+ REDUORES M.., DISTANCE BETWEEN WTMV OF PANEL ! - -
<br />AND 0 To BE, 1/2, 11/2
<br />1
<br />V, 1 M.
<br />F,hl�
<br />I
<br />++ Rraum ft� DISTANCE KTwEEN eortom of PA,mL I
<br />AND (2) TO w- 3/46, I 311 v
<br />V md,,
<br />CION, TILTECID. INT,
<br />1 20 GAGE GALVANIZED STEEL STORM PANEL
<br />11
<br />OROW m�
<br />—0.
<br />'�,,
<br />LTI E C \
<br />GLOBAL PROTECTION PRODUCTS. LLC.
<br />41100 1W. 5, SOW
<br />-
<br />NO m E"numa comm.,
<br />allo- rL 3"I,
<br />20 -i76
<br />,
<br />it ir,&1T="M.!L.7I"
<br />� T-
<br />INC ('i ofte-m4t, FAX, Iv.). -I
<br />-.7 — — -
<br />WAIMilit ft�
<br />-
<br />-1
<br />ULAR, LIF
<br />ORM
<br />PANEL 5—YSTEMS
<br />I
<br />(SCALE 1/2=1-)
<br />- -, . -.-----
<br />, 1 -5.125- tTOTAL WIDTH) - - - - - - -- -- -- ---
<br />-- ---- -
<br />----LIB7 -
<br />i -- - '- � '
<br />I
<br />� : �
<br />. I , - 1,3iso' -
<br />,SDO �, �-� ,
<br />>
<br />' � - - -------- - 12,500' (EFFECTIVE WIDTH)- - - -- ------'- - L ' ' - ---
<br />�'- ' - - - 6 1/4� (TYPj -- ---
<br />--i,Ao- - , 1350,
<br />I
<br />I
<br />t- 100- 1
<br />: I--- 1.2w 1
<br />r :
<br />, -1� : .374��
<br />,L- ^
<br />_ � , 1 1.2500^ - 00' yset�
<br />.
<br />0mg. � I
<br />750,- "I'vw 1
<br />. .1 . " ,
<br />.121-1-� - I - TO AtIGUE a 6 ,/4
<br />� - . I. ,,,
<br />- ,ON* . 1 i �, (wAy RE: Rivms��
<br />` "' "' !
<br />- ,F::-`-1.
<br />1
<br />T t -
<br />'i?t�, l(T -- - \
<br />'no, - ; e"
<br />r f
<br />4' ". TRICK 6 �--i �,
<br />;11,
<br />------ 'L
<br />� � 1-
<br />�. 3
<br />"
<br />� -�S-
<br />� �
<br />- - oss, ��
<br />6'
<br />" 71'
<br />4- - I 1
<br />,
<br />,7
<br />- I
<br />,.,�
<br />I � Woo"
<br />— -
<br />�,
<br />I - 1
<br />-
<br />- - tC84
<br />" ,
<br />1 � EWE
<br />-- DETAIL A
<br />ATM A6M
<br />DRAM 30 MIMMUm
<br />0-60 SALV -
<br />w
<br />,"�, .21 � .08e
<br />11
<br />REM .260 2.125'
<br />EDGE - I
<br />I—
<br />I ,
<br />-.m'
<br />, I
<br />. ,.,,,, L --- I
<br />-L----� -
<br />1 084' , -
<br />�
<br />I
<br />� - ----- L-------
<br />---
<br />�
<br />"-t,yYP,)
<br />I
<br />.... (3) STORM PANE I -1,150- -
<br />L --- L-
<br />DCTAUI A
<br />- .
<br />- - zooc*- I
<br />,
<br />PANELS SHALL BE PjSTAMED ALWAYS
<br />fROM LEFT TO RICHT W/ 1/2' LEC
<br />AT END AT LEFT SIM OF PANEL
<br />- - -2,367' --- --
<br />(�) 'H" HEM98 (�)
<br />=-UWK (�) AWU-WML=
<br />I
<br />�, 1�-� , "
<br />,,, "". -
<br />` 'L
<br />Tr.TW EWE
<br />" OF PANEL
<br />0.024' (014
<br />PRal is INO LLP ` , _,_�"
<br />W/ NVAIM FOOKE ,-' -- '-,I 1
<br />>1 I ,�, 1:0.051
<br />r- .
<br />/,<, �-- - - -w -11
<br />,.. - ,
<br />��,�, -,
<br />L I 33*, P.M�
<br />f - ,
<br />375' t -12710"
<br />4 1 _,r7,rL , PAREL
<br />-� . -1,
<br />- L -
<br />- . L
<br />CALVANIZED MR
<br />It
<br />1 7 ./,.",)
<br />" ,
<br />I , I/
<br />- I
<br />I
<br />I
<br />I , -
<br />I .1
<br />�-,. �..
<br />� �- - � , i ----- Im.
<br />- ,
<br />r
<br />4S25 , I
<br />- -
<br />I �
<br />"
<br />;,,, 02W
<br />0. I et 'O
<br />I
<br />h)
<br />I
<br />- -- --2-591 ------- L-
<br />1 � - I.. . -I
<br />HEMMED�, � , I
<br />/
<br />I .... ....
<br />I I
<br />- -
<br />El
<br />I-— 1".
<br />I - � � - - _--I off,env
<br />,
<br />I - I
<br />�: , "
<br />I
<br />I- 2,250, -
<br />I -
<br />� '. Ave
<br />11
<br />�` �
<br />"-PANEL
<br />� 5) OR q��
<br />,
<br />�
<br />I,- L- - : ,-L� "I
<br />L -�
<br />-7
<br />.6p 9S�
<br />�
<br />r� ill.,
<br />�
<br />��---
<br />.,
<br />,
<br />I'll I
<br />I
<br />� � I
<br />I
<br />ROUNDED CORRIER 0 ENDS OF PANIO,`%
<br />ENO UP W/ HEMMED CODE,
<br />2376' -- --- 'NiTS)
<br />k
<br />I - M" ."5*
<br />- ,
<br />�-- 62V
<br />, - -
<br />375' �
<br />- -1
<br />Aw
<br />I
<br />7
<br />2-Sw
<br />3�760' :
<br />D72' I
<br />�
<br />1
<br />�091 iosl� -
<br />TYP.) . 17
<br />-0- i �
<br />(�).,KEY HOLE WASHER
<br />105-H154 ALUM All-OY
<br />--l-I...., ...... .. �.. lif BOTTOM
<br />I- . -
<br />(�) KEY HOLE AT PANE
<br />AUA&I
<br />- 7,W' . -
<br />- 1-1
<br />I
<br />i
<br />,i
<br />___
<br />I I i
<br />-
<br />I 1,2iO'
<br />-
<br />2024 - --
<br />.750
<br />! - -:091, -
<br />� II. (�) SLEEVE 2 1 ZB I
<br />-- -.125*
<br />I ctvp�)
<br />I *$Et SHEET 8 FOR ADDOMNAL
<br />I '. -
<br />.84
<br />LIMITATIONS IF SUEEW LENM IS I J,
<br />t - ONLY VALID POR INSTALLATIONS WTO
<br />. Aw- � WOOD STRUCTURES,
<br />�
<br />1-416 , -�
<br />",
<br />I _�L 193 .. . .. .... � L "
<br />"
<br />: .- 2.548- - I I—
<br />I _
<br />11 "",OR i
<br />I
<br />, mol
<br />71-Diw-, - --
<br />-
<br />L
<br />125�
<br />2�
<br />3 r � 50,
<br />(�) REV, "H* HEADER
<br />I. I is' , (Tyip.),
<br />-1 I O5, 0 . .
<br />.
<br />@) 'U' HEADER .
<br />I
<br />'750,
<br />! I
<br />. I
<br />P%l -
<br />- I ---
<br />- - - --I" MIN, TO 5� M ----
<br />(R =vn I" ox,
<br />- -L2.OW*--
<br />LA- 'I
<br />LEN00-*
<br />@ ANGLE
<br />0oft'",
<br />(B *Z-MMK @
<br />EAWI-MM
<br />I
<br />- 17�'
<br />- - 3ow, -- �fi�f; - Wi AL40Y
<br />1 7200,
<br />,"u.
<br />X% . ,
<br />0 114* WIDE)
<br />1
<br />I
<br />f- f I--
<br />r F--L"S;-1-- - 456-
<br />.
<br />Ivi 'Lj ' :
<br />2�7-
<br />1
<br />L- - -,
<br />- -- - ff ZLL--:_2 IDS2 ,
<br />so AID' _ 75, MIN -1 -
<br />r' � � -- 1&;
<br />I -- ---,- - -1,
<br />-- ��:,�� 1.125, .BSO' ��
<br />o 25
<br />I , - a MIN- 0
<br />i � 1�0,
<br />FtI., -�
<br />..�;.Tl.
<br />I -
<br />I .. - I 1; '
<br />� EN ...
<br />�* .
<br />z
<br />= Z ` No. 4416
<br />---
<br />-- �
<br />--
<br />w
<br />(USE: ONLY
<br />,.. SYSTEM)
<br />. -z FLOW
<br />'. I
<br />; -
<br />FOR E-Z HANG SYORM PANEL
<br />6063-TS ALUM, ALLOY
<br />BUILDING CODE (Non High Velocity Nor c one Zone)
<br />I
<br />T
<br />I . -1 08�;
<br />,7fmi I-L
<br />123, ,45�f
<br />L----Lj" I ,
<br />.., V i 050-�-,,
<br />trt
<br />�
<br />� .
<br />!:, -C'. STATE OF
<br />".
<br />. = Ostia minam, W. F.P.
<br />- 24 GAGE GALVANIZED STEEL STORM PANEL
<br />- Ove"N' 81
<br />." �: - -
<br />.., ;--
<br />- 2.WO--.- - i ,,,, L
<br />@ JUftA=QVI= U4
<br />- - L- j S. :- SEE SECTIONS - - � - -1-5 W
<br />MIN
<br />- L
<br />-20e
<br />BUILD-OUI I! IM g & 41� WAVERED WINGNUT
<br />, -p
<br />" U, -. "...*
<br />�� �Iq
<br />1,
<br />.�10
<br />� �171-1`13111 �', �.'.11'11
<br />.
<br />,f 11LIE C 0 ,.�, GLOBAL
<br />--
<br />-z--"1g � .-I.,
<br />TA-DODIC'o
<br />"
<br />PROTECTION PRODUCTS, LLC. 047L
<br />VID) �11. 51 STREET
<br />_ RieI DAVIE M 3MI4 ,
<br />)IIIIIII-715,46, fA&� TISI.XiMe-1119 20-175
<br />[-.t - I - bpouvioo -
<br />IRACK-AHM
<br />-
<br />(ZAMAG 3 ALLOY)
<br />----
<br />P-t, IIDN/S`NA`U""`A"`
<br />- , - .
<br />..'" A, , p,,
<br />,.�
<br />- - , I O=J��
<br />I . I -- - 1 - 'TIRVET 2 IN, is
<br />L--V--.I-- -
<br />I
<br />I
<br />INSTALLADON
<br />DEIAIU
<br />FOR REGQLAR PANEL
<br />--7
<br />INTO EQUREP
<br />CONCRETE QR CONCRETE B=K STRUCIL!RES
<br />ALTERNATE CONCRETE
<br />CONCRETE ANCIRORS - ,
<br />(SEE SCHEDULE ON I
<br />--�SEE
<br />EXISTING POURED CONCRETE-
<br />ANICHORS LOCATION
<br />SCHEDULE ON
<br />SHOOS 9 THROUGH 10)
<br />EXISTING POURED CONCRETE
<br />OR CONCRETE CLOCK - - -i
<br />SNEETS 9 THROUGH 10)
<br />I
<br />OR CONCRETE
<br />CEWIRED�
<br />BLOCK �
<br />REQUIRED.
<br />wgqj.�,;
<br />EXISTING POVRED I . --CD,
<br />Iii
<br />,
<br />, �, _�
<br />I
<br />It ,
<br />_jT1 LEO
<br />m
<br />, " , ION
<br />CONCR=ANTHORRSS 11
<br />I
<br />CONCRETE I I
<br />REOURE6
<br />e. � �
<br />11-
<br />31111
<br />r
<br />Do , , --
<br />(SEE SCHEDULE 1 -
<br />SHEETS V THROU (2)
<br />�� �� . ,�
<br />,. "
<br />�� I "
<br />- "
<br />-,
<br />� I � _,
<br />, �1 00 �� -1-
<br />- �I� ,4A NVID
<br />f---- . -, - i 1.
<br /> . � 4
<br />1
<br />I -11 "I
<br />-
<br />1/4
<br />-
<br />. NALM fe, 90,10,
<br />i , - .1: II.S. -
<br />- vit
<br />"
<br />OR I ,/e
<br />1. J
<br />./ Nify 1. I&CLI.
<br />I
<br />- - -�� ,-- I CDNC ITTE AWHORS_ _
<br />: * , /7 ac
<br />;2�
<br />� 1 ---- ... -- -..- - I
<br />� ..
<br />, i
<br />#
<br />i
<br />(SEE. SCHEDULE ON
<br />SHEETS 9 THROUGH, 10) I � "I", ,
<br />W
<br />, 'Ir ---- - --
<br />-
<br />Ir.-
<br />I rj I
<br />1, .
<br />- I E-D�� �,,
<br />:
<br />A 1�- 1
<br />` -
<br />ED i ,'.'� ��';�,' ','�
<br />%rzl�
<br />-VAJ 0 0 i/4' O.0
<br />�
<br />L
<br />I i v 4,PI.
<br />I
<br />--rj
<br />;
<br />.
<br />� � ,�
<br />E., `
<br />, I t
<br />I
<br />�,/
<br />; ,� ,,, , -', ,I- � I PANEL LENGTH
<br />,��
<br />21", (SEE SCHEDULE
<br />,
<br />I
<br />(
<br />'i)
<br />I : . `�,
<br />"I
<br />- -
<br />9 1
<br />MIA. i ON SHEET 3
<br />T
<br />1
<br />0 1
<br />vF-i-
<br />I
<br />I I ,
<br />. ,
<br />. jcD
<br />; ;
<br />I , SEPARATION &
<br />I - T FOASSOP9V
<br />k � " - -- � - L-
<br />- -
<br />R ,
<br />11 1
<br />� I - -1
<br />- -
<br />z 0: 3� I
<br />4
<br />4 um ,
<br />�F MITI L, M."
<br />.. I
<br />MIN To GLAS
<br />(SEE SCHEDULE ON "�,
<br />T' " - ! ; .-I.
<br />,
<br />i -1 To GLASS, . ON SHEETS
<br />ISM SCHEDULE 9 & to
<br />I ON SIM 3) SPACEA
<br />I � -4.11.1xii'-wo ir
<br />R � I
<br />a - I- I
<br />, - �
<br />; lik, �- I
<br />n.
<br />SEPARATION I
<br />I PANCL LENGTH
<br />I (SEI SCHEDULE
<br />I
<br />ON SSW 3)
<br />I
<br />1
<br />. SHEET
<br />- =--
<br />I
<br />I
<br />EXIST14f -1
<br />---I
<br />31
<br />� -I� -- - - - -� -
<br />W=-r
<br />I
<br />I I
<br />11.
<br />. v- 's
<br />L- a- - I 11A., I I . . , fur.mPitem.
<br />I . I LECoN Y-n
<br />PANEL UENCT14 I ,� i
<br />(SEE - I
<br />ON SCHEDULE
<br />SHEET 3) J1 I— - I
<br />m-�
<br />0 TO GLASS, -
<br />IS I
<br />I EE SCHEDULE
<br />I
<br />v IN SHEET 3) ;
<br />a I
<br />I
<br />0
<br />=
<br />OF v
<br />GLASS
<br />1
<br />1-----0L
<br />- ,
<br />, , ! I
<br />------ I
<br />,� -- - - ,
<br />I -- (i) G Fm
<br />I
<br />I I
<br />-- --
<br />1� ..�:
<br />I ---- vi� - - ---- - -T1 I
<br />I
<br />- -
<br />�
<br />I
<br />I
<br />a I
<br />,04 - I I
<br />-1,
<br />14"
<br />�
<br />@
<br />"I
<br />" ','; ,,, � 11;.11 I
<br />, , 11
<br />�11 "'�
<br />��� r
<br />1 VAX,
<br />i
<br />I -01 �
<br />�,7�pm
<br />- ,
<br />�4*i,tx?,*,�1�8 �-, I I 50f; �
<br />- , sp I I
<br />I
<br />A t
<br />11 I a
<br />��
<br />1.3 1/27 fta I
<br />- �,�'Itl
<br />- 1-
<br />��;V�
<br />,� - OF It*
<br />- -, A LIM f��,, I LzrH
<br />";, �
<br />I
<br />I & I
<br />i
<br />I .. � 11
<br />1-11,
<br />"
<br />� � -,�
<br />-
<br />I I MAX
<br />"�"2
<br />m
<br />0 1 VA i
<br />in�
<br />;
<br />�
<br />I -
<br />�
<br />-I, �
<br />� -
<br />. ..... :
<br />,
<br />I
<br />11 -
<br />- - -- - . A - I I
<br />, -- �
<br />" "
<br />,, --
<br />-
<br />� Q&-
<br />- �,--?v
<br />I :
<br />) �
<br />�Z�
<br />.,
<br />CoNCi;gECmf40IzS "',
<br />-1-1 - ��
<br />- I
<br />���,,�,,. �- - - � .
<br />&- � -, :1 -� N 4!,
<br />. , : - -
<br />, `�1.11, �
<br />- `.. �.--, �a--
<br />EXISTING POURED 1�.' � I �".� (SEE 0 -
<br />,� `
<br />11 13
<br />, ,
<br />CON �11A;-;
<br />5-
<br />GROVE ARCH ",
<br />"
<br />" ,
<br />� ,-1
<br />I - -
<br />V.
<br />(SEE SCHEDULE On --i-1 --- -I -
<br />-1 -
<br />I
<br />. ..... I
<br />. .� " 9
<br />, --- t ". YHRaJGH 10)
<br />� ,
<br />CONCRETE �'.-"�. SHEET- "
<br />� . ' I �kW Of WALL OR SLAS 1'11�0;11
<br />:.� -
<br />- ,
<br />SHEETS 0 THROU0G`N 161 2 I/11- LONG MAX. ALUMINUM
<br />I 09
<br />Rmum
<br />,,,�,� .' (AM CONDITION)
<br />11�1 11 11
<br />i,- SPACERS 6 6 114" 0 C VALID FOR
<br />... V4�
<br />CONC CM ANCHORS
<br />R
<br />I I I
<br />,,
<br />11 :
<br />,
<br />4
<br />,Q4
<br />. --
<br />"
<br />,
<br />WPING POURED CONCRETE
<br />C BLOCK
<br />- "
<br />� ALL DE5YSN LOADS AND PAMEL.
<br />EXISTING POURED CONCRETE � � LENGTHS PER SHEET 1
<br />OR CONCRETE BLOCK -
<br />-1
<br />(Sm SCKLMWN __ ,, E, D,
<br />,
<br />- - -,
<br />I
<br />I.
<br />,
<br />REGUIREIL,
<br />PEOUIRED, M 1;ACERS *
<br />IN ,
<br />I .- LORD �rl ON
<br />-0� '12' r/� CT
<br />I
<br />EM 0 TH ON 10
<br />SHE C �
<br />AL
<br />smem 2 & m)
<br />MUNG AND FLOOR MQUNTING
<br />BUILD
<br />a"
<br />TING
<br />WALL MOUNTINQ /WRERM wapArmn 0) OR a I
<br />SCALE 3/0-i'
<br />SCALE 3/8-1*
<br />SCALE .3/8-1-
<br />Immoun,",
<br />,:N�, � I\- ItQN.
<br />- ..'.
<br />1&,"..a� ii/��,
<br />zi �4N..-'\�CENs,,%. -
<br />I 1
<br />41 * . s
<br />FLORIDA BUILDING CODE (Non High Velocity Hur loan@ Zone)
<br />- .-
<br />J� .: a. 44167 �. 1
<br />TA, '
<br />ataxi tLyfixio, - 24 GAGE GAIVANIZED STEEL STORM PANEL
<br />E.D. - EDGE DISTANCE
<br />(SEE SCHEDULE ON
<br />- - ;
<br />TOP & BOTTOM MOUIRIINGS CAN BE
<br />ii� ` mile, 0`1
<br />= * '. * I * I - I
<br />% -o'- STATE OF i-- : � cE - 111LIE C 0..-�� GLOBAL PROTECTION PRODUCTS. LLC. ""'Z"T"
<br />-" ' - , .--
<br />%16 " "ZORID� . F� ITESTWO a 0 OW &.� 5 SITEC,
<br />SHEETS 9 & 10)
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />,,, " `
<br />�rll L
<br />--� MW. TL =4 20-175
<br />-,.=.m-vr-
<br />INSTALLATION.
<br />"&'AI-A-Iil�
<br />I I
<br />-��L-z RaC- ")W7!M6. FAIL, jRSI,N6*fn;7
<br />- -
<br />.
<br />I#nHrRMwtRRX,�iv;DRAYURCYTu1v
<br />ck-PwIty's - - r � I -oftoymo ft
<br />WALIM X 7111.11' I IF I 1 wn , I
<br />mm I& 9 ,07 V= 6 j:sh]
<br />I
<br />---
<br />I
<br />- -.-, -
<br />.-LLAT1Qtj, DETAIL$ FOR MIES 2909 & 10Q0 I
<br />INSTA -Z Mt4g STORM EANEL
<br />INTO EXISTIMa )MO!2D SIRUCTURES
<br />�
<br />- - - , t
<br />I -7- . !/4*# LAD SCREWS 0 e D.C. IS/ - - -1
<br />- P I,
<br />- I I - . 1/2' iil� THREADED PENETRATION � 1-4-- ,
<br />. "
<br />�-, � 1/4'. LA& SCRONS ? 6' ac ./I 11 -�, � -10 LXISIT%G WOOD REAM I F � � t - - =�. 2%41 WOOD
<br />I- " " . I REOUIRM vit-. LAD w,w#s 0 6- ac W/
<br />1. -, I
<br />, Ea
<br />I - I ,,� - - PONLIRATON I I I ,z FLAT OR 011 EDGE I ,Ir w,, YRREAom PrNvymiyo.
<br />I -10 DYSTIND wow 10m. " I - I
<br />1) - To Emw Wow W-Am
<br />I
<br />" It � j ,r I t
<br />I - @C�q. ji.w 3,m,5, � , )jj
<br />I '� � , 1 77- i **-2z �
<br />rl�
<br />, � / 0) � I , 1� �>,-�,.
<br />"I r" i ---Ocw, pw* SALS - -7- 1-? 'I', 1n6 -.4-,
<br />i I, �e�.
<br />41 i 0 1 I - �-,Y,�-
<br />-1 11 - � X , 1
<br />I L" n 11 .1.
<br />�` I V "T "
<br />x
<br />/i
<br />I - T% P" t .:�L
<br />, i
<br />- I., / I j I � JT4", Em,
<br />I I , 1,
<br />: -� 9 soon e CC, .1 L "
<br />i, -� " �
<br />It" / \ ; % Z�Ac a I
<br />,,+�,�
<br />-1 `K , , w,', r"VICADOD polm"ON � z I I 1
<br />0 CA, END OF ID
<br />�11 I 1�1;11 T I
<br />5 I I "
<br />, , . - 41m .11*,/M,,�.. = ,
<br />, ,- I �11 !�; ,r ISEE OCTAL & To biw%N� wow -E-MR. � * -
<br />"'! ,
<br />T_ A 8 ".G NOT&MC H
<br />I ---
<br />I 1, ,, , j - OF rvFw 11 t I
<br />__�OlEr � I cc ,q
<br />- I I I P
<br />4 1�.
<br />, � DUAL. '12. A
<br />, I-
<br />, ; 3/is, At- POP witty 4 c� 0!4,1* SUS I 4 I N I I- I hil - tA
<br />I
<br />I -
<br />-1 -- 1 -, 0 MK-mm" 0, EVERY 0 0 FA ENO w 0 , .-A-1 1 -o"CI"
<br />y1a, I .1 /' � I I,
<br />11
<br />i t,
<br />, -
<br />] � 1 wil"wo," 1 (70) . I
<br />W 1C - ; § -- �n C
<br />I - - , :: ..... .... 0 7 7_< :: & , 1, f i
<br />UM $ADER i � �
<br />, -- I (m oEtAk I/2. I
<br />J'�
<br />77 0 I
<br />- - - - - : L. �� Non 1A SELOW) 0
<br />, - -,T a.
<br />I . .1-- I
<br />w0c;; HEADED KOLAROD I ---- 0-1
<br />r I Z1
<br />I �
<br />1. �
<br />i - I 5 -
<br />-31=1 T.T
<br />� V1,1112.1-y", , . - ,� - i
<br />- i I
<br />L'ir�.-;
<br />2 9/,61 MI
<br />- SEPARATION - I "', � 70 GiAm "
<br />�,r,� L. i
<br />I
<br />TO GLASS. ill %12�i-= /37* il ,�,- EYERY . 9 - I . -01 a, 2 7/W vIi,
<br />I` EWRY MRLAP � I . !RFAR`(T" - I �
<br />11-� . i I 1 . -1 -- � 1 ,/4-2o'-3/.- - To Cwm I e- Y4*,1i20.3f 4' 9
<br />,
<br />M -
<br />Id 2 evir N�- Nkc W L ,
<br />.. - SEPARAIM - WIN, = " , I U;z�� ,
<br />- --- �; -I 1 9 ,
<br />i I --r- - �9 -JL- - --j- �
<br />�l - ---y- , " ,
<br />/1' �-
<br />- to GLAS5� rARY WERLIP, 1 EVERY ovIBLA, ;
<br />III
<br />I p I . 4 I -11 i
<br />i i I L --,--- -1 .
<br />� i ,
<br />--
<br />j- 'I it .1- - 1-1--l- - 8
<br />1 a I : p
<br />- � i I
<br />. I P9 � , - I i
<br />- I r F . 11 4 11 I i I i
<br />, , 11 �§
<br />-
<br />, t, I 3 , I - - �
<br />i I � p
<br />g 11
<br />.-" 10 11
<br />I , � " I
<br />- 4 ,
<br />� - - § I 9 "
<br />� � iI?, !
<br />�4
<br />fi-
<br />. I 'I
<br />I
<br />I " 1. j -, , ,- ,- o � -- - -�� 10 e (3) L-f
<br />� , i
<br />I I I 7
<br />!!
<br /># - i
<br />I
<br />---,
<br />I � I .Lits, I
<br />i - -, . I B - - J. .�11`ct/.A;Z�11 � 0 3, �,-
<br />I ,, I - - -1 I fl
<br />,� - �� , �� . I � L _31�- I- -4 I4 " �Wfl - - 0 I" TIC J, 14 I " ,
<br />-I � , , I
<br />1,
<br />-1 ,- , �! -,
<br />�
<br />I I - " , .,�� " z --- - -A \
<br />, --i 1 � - � f ,
<br />-----, ! I I �-,t� I
<br />i
<br />- ., �t
<br />-- ..,
<br />, , J,,-
<br />0 1 �., ,2.,r ft.-)
<br />I ,- -, ". I I.,. �
<br />I
<br />-, I
<br />I ] � -, I -
<br />�m -,
<br />IA� � � 1/4-. -Alk--tai FEIMILL IC : .
<br />� I � 1:9) I, ., jv , - 11 - - - , - - -]
<br />8 - - --- (0-1 �
<br />I- ,
<br />-a -yT PLUS - - - --7-
<br />-
<br />1 1� . C-i t� - 3! L -j 3 , - I! -1 Y.-'-"*'3/'- NI
<br />- I gm� E-!� q I K,72 .
<br />� ,
<br />--�� - ,
<br />1 � i
<br />.'IT, ,A .,
<br />E - 2 1� � - -1 , .F, , ,
<br />1 , I � I , , � ... iI J :
<br />1 t/,-v LAC SCREWS, a s- Oz. W/ PENETRATION* Q '/`t* Oc I I , If '. I by -64 , j4*i--2&�74-
<br />1. ;
<br />1� M4, (21 2;.;oQU;AE � � I .- - ' L I -11, MEE
<br />�
<br />ML 1 L - 4 - R
<br />-1 �, � ;/ --g�
<br />i
<br />I � wow I , , � WE 1A BELOW)
<br />N A L M '4,_, , ,__Ito� ,
<br />I � If 1 � � ;,w , _tV �
<br />1, � 6 ",,iii
<br />, � ;fI�'T,r; Turw ;x,napzo OR FLAT OR ON MOE I , ,x ', I
<br />1 . M 14-ffRDIC 'A SEICW) 1, � -
<br />"I.
<br />" , F-��
<br />ii, g-vow.- TA& W/ ve
<br />-7k�ll =ys -
<br />-ft A; If " .� 14� 11 ..J/N-
<br />- , ,
<br />" . - ,
<br />a � OPI .,I 'Wt. , - 14UT I r 0 C,
<br />,
<br />, I I 11 �',
<br />1 1 i t
<br />SEP trial - - I
<br />�� ,
<br />` ,
<br />i I � 1-r I- I Iit,%, , (2m. .v I ., ,&L"�y V. .N
<br />m4j&w 1 � . L L I i, -,/.*. L14 SCREWS 0 a - - ' - ;,
<br />I ,22 , Mi ywqCAyEo ,�w
<br />WIL21,1111;Ew. 2'
<br />7
<br />"'
<br />.
<br />- 11 � Wo, TE RMIRT)
<br />ALTERNOVE
<br />ftAT CA 04 LOU - �m I k - "'," il.. WOOD
<br />-
<br />ON EDGE
<br />SCALE i/4'' I I , � PLATE REQUIRED .-U`T
<br />i I
<br />- , ]" I
<br />11w �
<br />��
<br />�� t .. 1 , - BUI TING
<br />- SCALE I/.*.,, .i , c — -1-1- 1-1-11-
<br />� .'7-- I - -
<br />1=1 ,�, INSTA ALTERWK 4!'W
<br />'��
<br />I. ;NC1AUATX*.S AM ONLY VALID FOR BMW" WITH ALSO. OISiGV ,CAPS 1, SCALE JIA-.1-
<br />I - To 4-nal -75.3 P.1 AND �ANEL'S LEMPIR UP TO 5'- 10 IT , 0""OHIMILA, 1.
<br />� I
<br />- �
<br />ff , -I*r " , "ii �?, A '� TIL
<br />I
<br />�� MR MI* WOOD rt COON WOOD MEMBERS To as SOUTIoRN , .Z1 'S� 1 / SCALE 1/4'.1-
<br />1 1
<br />rc �, -
<br />Dm " ,� �.�
<br />IC �
<br />-- PO4E N.. z W/ 0m. om 141,04- " '�L1 I ," ',;�CEN -. ,
<br />. ,
<br />- - 1, ,
<br />1101L.A& 4, 44 � ��', NO, 4 7 --- �z atm 1,1-m ,Nc. FLORIDA BUILDING CODE (High Velocity No Ircrt! Zone)l
<br />. = IP
<br />` - - 20 GAGE GALVANIZED STEEL STORM PANEL
<br />* B
<br />' Ir INOCI - DA"Y", W.
<br />-`T=3�..,. ; A� T&A'8.-Sm
<br />' I . ". T.01 .. .
<br />L
<br />I 11,
<br />d 72z—
<br />- -----
<br />-
<br />L. . ;V
<br />t - S -,'- STAT OF (-,j. t, -/u/tto"
<br />�tVkii�!��
<br />-IL
<br />-� "-.�. Ir4 1) - _____ GLOBAL PROTECTION PRODUCTS, LI.C. ,
<br />to ��-,-.V z
<br />Xm... ZL
<br />Nor, w COMMNIM : 1, - � S.W. 51 SIREET .
<br />nmww � .... iO - /"," ,. OWE, Yi. -
<br />20-176
<br />lop a IN)TID" MOVIVON05 C41 BE Com0wFC` w ANY .9m 11 . C�tl'111;1 / .Im�- PHONE, (W"-'�, 1. ("WNS"W1
<br />I - 'N - � mim --.-'
<br />I
<br />WAY TO SUIT ANY TRITALIARGY SCA,O i/4 - 1� - - w.�-
<br />""'""If"'W ",I SEII,MGNUV"TIT r4-IFIVIV14; .m. I I � I �.. - - .t
<br />NOW - Ii.imp TRAC`S; 'NOT &How pop dLARi wro, A, I I - 11- WtAulij �
<br />- ---
<br />- . -� MOT m of ft
<br />11 amokat.LMAIZ-11wow�i � I I - I -1
<br />I
<br />KN11111111110111(lkl III , zf�;�11:71i�i-,]
<br />.1. ,I'm
<br />MAXIMUM PANEL LENGTH
<br />L,,t' OR - L- " (ft.) 0
<br />MAXIMUM AS.D�
<br />DESIGN
<br />PRESSURE PATiNG
<br />(P_..F,) I. � _)
<br />'
<br />CONCRETE & WOW
<br />INSTALLATIONS t
<br />L+
<br />I Li- -
<br />200
<br />12,01
<br />121-01
<br />210
<br />12*-O-
<br />It' -a' I
<br />ME=-
<br />FF-0-
<br />10-79-
<br />J"
<br />tv.-w
<br />to'-0.
<br />:±—d,
<br />10�1*
<br />9�41
<br />-------
<br />____n1_1�.-
<br />--��-O
<br />1
<br />ISO
<br />-
<br />--tio-ii—
<br />-2-'-!L*-
<br />-1 9,- "
<br />iT--;;:--
<br />--T--3- -
<br />-
<br />1-1,`
<br />---
<br />81-41
<br />-6;:�;�
<br />--r
<br />-
<br />e:; 0 ----
<br />--
<br />'- I;7--, J
<br />_0
<br />;,�7jf�L
<br />70.0
<br />7,-8,
<br />_::
<br />1 r--*-
<br />no
<br />,�-,.
<br />61-10"
<br />870
<br />71-21
<br />-
<br />,.-,.
<br />-
<br />7'-.
<br />,
<br />s*-3*
<br />�!,11�
<br />____,_
<br />�-v
<br />" -z'
<br />nx ---
<br />-f—
<br />-
<br />---!ie__
<br />100.0
<br />!�L-.e'
<br />- "'.
<br />-!--1R:-
<br />S�il,
<br />S.-J.
<br />-
<br />S*'r
<br />-20f—
<br />0
<br />-
<br />5'-7'
<br />Itso
<br />-7-
<br />—, I
<br />I195
<br />.T:—
<br />I -
<br />1 5'-5-
<br />D.M0�(�),
<br />ACH-Efte -
<br />MAXIMUM FANEL LENGTH 0� @ .1 C,
<br />'L+' OR %-" (ft.) 0
<br />MWMUM A-S-0.
<br />DESIGN
<br />PRESSURE RATING
<br />(p.. I.) (4 ., -)
<br />—
<br />CONCRETE & WOW
<br />WAULAT"S t
<br />L4
<br />I I-
<br />2"
<br />W-4.
<br />-
<br />2�0
<br />-
<br />150
<br />1
<br />.
<br />12-10'
<br />1 L-
<br />I'-
<br />iao
<br />I f'-s'
<br />W- 7'
<br />-
<br />.55.0
<br />-
<br />W-10"
<br />9'-O*
<br />-
<br />,,I
<br />IN
<br />9 .-O.
<br />-
<br />v-F,
<br />-
<br />-- 46io
<br />sao--
<br />91- f.
<br />,--W--;;--
<br />is�-7-
<br />--i--i,;--
<br />51,10
<br />IF-31
<br />I,-4I,
<br />- --
<br />ifra
<br />---iT-O--
<br />--r-i=
<br />, -
<br />65.0
<br />'I-4.
<br />7'-2'
<br />�'��-w
<br />-
<br />---W0----
<br />-?--5-
<br />7_ C
<br />--;7--
<br />2-
<br />-j�-
<br />_ �
<br />.0
<br />--
<br />aae
<br />-
<br />7--o-
<br />Cf--i-
<br />-
<br />W-6 -
<br />--;_—D;—
<br />—7:T-
<br />-
<br />�—O--
<br />-
<br />--L--lr
<br />--
<br />---- 0
<br />-
<br />—��:-_,-
<br />s�-Tp-
<br />-
<br />.---!! �
<br />�o
<br />-±L-�L-
<br />51-3*
<br />5'-7'
<br />---!
<br />-
<br />-T-,.5�-��4-4
<br />-LP-50-
<br />PICO
<br />-
<br />, -,.
<br />-
<br />-
<br />,�,.
<br />-L!50
<br />. I 19.6
<br />- - I
<br />,.-,.
<br />MINIMUM SEPARATION TO CLASS SCHEDH_
<br />AM
<br />PANEL =tH
<br />WIND SPEED 4 17C P,h I WIND SPEED � 170 0,
<br />("')
<br />-
<br />k$MtMMNNEJ) I NED LL04RESTRAIINED
<br />Rff�rgrU
<br />30 OR LESS
<br />I- I I' 6,
<br />6 Ile
<br />�33 70 90
<br />1. 7 1/2-
<br />7 I/2'
<br />90 TO 145
<br />_ 1. 7 I/2'
<br />7 1/2-
<br />-
<br />7 1/2- 1
<br />ILHINIfli PAN11171 117MCIT14 A.1 rnR A r1lili Unt-HITTINn rnlill!11710114
<br />TOP
<br />BOTMMI
<br />DIRECT
<br />MOUNT
<br />IT
<br />HEADER
<br />-
<br />-
<br />. , s1v 51
<br />HEADER ANGLE
<br />I 1110
<br />T1-
<br />RILCK
<br />I
<br />T"
<br />I .!Z.—.
<br />-
<br />OLSO-Off
<br />IT, TRACK
<br />GN-M
<br />-
<br />DIRECT m0uMT
<br />4jr
<br />1.
<br />-
<br />32- 1 -- W
<br />I
<br />—
<br />W
<br />I W
<br />-
<br />50-
<br />(D
<br />is-xiv STUD vilou
<br />w
<br />32,
<br />' -
<br />42'
<br />1.
<br />38.
<br />3
<br /> .
<br />Ir IRA"
<br />w
<br />-
<br />32'
<br />__L2: __�
<br />32- 1 42'
<br />87�
<br />0*
<br />� .
<br />F -OLf.r -F- Ifli ANGLE
<br />BuLD
<br />Sr
<br />'.
<br />ED .
<br />�
<br />.-
<br />+w
<br />I,
<br />-
<br />�� L����
<br />Co -
<br />W�
<br />D.m..O.
<br />@-1
<br />------ - " -
<br />/4 +1/4,, 3/4, 4/5� 5/5 k 6/5
<br />2 1 W/6. 2W/S. SW/7 & 4W/7
<br />: 3' MAX ANCHORS (SEE SCHEDULE ON - . _ I ____ __" 3* MAX
<br />.. SHEETS a. 10 &if) � ------ - __________ _ ._____
<br />I' MIN,-i ---- -- ----- - - -- � �J' MQi
<br />a : I ' I 0 11
<br />- T -I - -I - I- - F -1 - 7 -r- -r-7, - � � -ir -i - -I -,- -I- -I - 7-�771- 1 11
<br />I I 1 .� I / - - I � -
<br />I I -1--! - - - -1, - "" ' � I I
<br />L L �
<br />! I .
<br />1 1 1 , I r,_ r -1 I I
<br />UNBOLTED PAWII -* J 1 i
<br />(SEE AS , ` I � i
<br />IAPFUSE�r , I 1 i
<br />i CA ) I I I �
<br />I i 1, � " 1 , ? I , � t
<br />I L I - !- � "�l , " I - . �
<br />, I _ i, � , . I 11 � I I � � I -
<br />- —
<br />"C
<br />. -�
<br />MIN 4
<br />I 1I I I I I
<br />"I'll, ��, I - 1-1111--i-I 3
<br />, , �, I
<br />-1-111-1 - - I I I "
<br />I I
<br />I 111, t! t11:4A r- I 9
<br />,
<br />I I
<br />I
<br />� - i - I - I I- - , - I ;,
<br />;tCLTi; PANELS W/ 1/40-209t" LAP �
<br />- -F,S, M.S, 13OLT W1 II9 0 Ek OVER
<br />(SEE SECTIONS AS A-PPUCAR13 i I
<br />Ai , � [ 1 I 1 'i ! I
<br />11� I 1, -1, - I I
<br />I I
<br />11 i I I 8 i -
<br />.
<br />1 ; ! I �
<br />i I I
<br />. 1 I
<br />I � i I
<br />i 1 1
<br />1
<br />- j
<br />I
<br />, 1- 7j - '-! t
<br />f 2 1�� It ---- -- - i-j
<br />I 3" MAX
<br /> - .
<br />2/4 L*11/4,I 3/4, 4/5, 5/5 & 6, /5 I MIN
<br />WIS, 2W/6, 3W/7 & 4W/7
<br />-----AN(;HO" W SCHEDULE ON SHEETS 9. TO &If)-- ---- � - -'
<br />�
<br />M ELEYATION. ,/4'
<br />NIT.$, �miv� Gi
<br />2 6871 ,7
<br />(ROL OVERLAP -1 WDLE VI �i
<br />.
<br />- - I-C, " , SE9119N A -A
<br />NTS,
<br />Rolm,
<br />(1) L+� MWMUM ALLOWABLE PARM L.EMON FOR A GIVEN POSTINE ASM DESIGN LOAD,
<br />L MAX ALLOWABLE PANEL L04MM FOR A MIEN NEGATIVE ASJ$i DESIGN LOADi
<br />(2) PROCEDURE To DOIJUNIC MAX" PANEL LDWK
<br />GIVEN A POWK A.S,D. DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH ^Ll' FROM SCH
<br />GIVEN A NEGATIVE X&O. DESIGN LOW DETERMINE WXMUM FARM LEADER 'L-* FROM SCf
<br />V44AL MAXIMUM ALLOWABLE PAM LENGTH IS EOU01. To THE MCOW DETERMINED PANEL I
<br />BETWEEN 'L+' A40 'L-*.
<br />(3) SM SCHECULE IH10W FOR MIM PANEL W404 FOR POROSITY OUNJIFICItRON.
<br />� "STALLODIONS INTO WOOD ARE L"tW 10 i 95 v.#.( MAX A.SD, BE" PRESSURE RATING
<br />44167 '-, -i .me TUDS0. cc
<br />*
<br />TE OF 41 �;��-----j /
<br />24 GAGE GALVANIZED STEEL STORM PANEL I
<br />"
<br />DRAW"i By,
<br />.ORAL PROTECTION PRODUCTS, LLC.1
<br />oi"�'-m
<br />fam &W. 5� ,
<br />mm n-i!
<br />P"ONE, f"UH)UN-TRIA. i
<br />!
<br />�20- 1 1�5
<br />- — I - 11 �= -
<br />��j,
<br />DeII4INIG �,
<br />.
<br />11 I
<br />INSIALLATION DEJAILS FOR REQULAR PANE 1
<br />� INIO WOQD STRUCIURES .
<br />.:'1�--------1 - ,- -
<br />/� � - --L -,, -- 1- - - - t " � I -- -, - -1 11-1- ...... ----iv --- - - I
<br />� -7 11 1. .
<br />- . k : "i � i SEPARATION
<br />. � 11 I I -- I
<br />- �z , � . -01
<br />, -
<br />, � - - - -, t�i ------ TO GIASS� ---- - I
<br />� .
<br />�., ��t --�OOO ANCHORS I I I,- �,j (SEE SCHEDULE ",
<br />� I 11
<br />- . � � -- (SEE SCHEDULE ON , ,vit- F
<br />,,,
<br /> � �
<br />I
<br />� 1. - ON
<br />.
<br />I � !�� - - -- 30 v S WE ET 3)
<br />I � i I SHEET I 1) 1. . It - 65 HE'ei ROLM I "I - IN
<br />t , �
<br />Pt .1 I,e I
<br />1! 4 ,/4� m
<br />- ,-, . 1, - � . I I I 1, - - � 41,
<br />�� -Ji I - � i-= A11 -
<br />,� ` I- U 11 i ,L - - 1 "
<br />: � ,it I =- .rl.-,
<br />% ; , 1, � ,i � ,
<br />'!�
<br />I �!i I r 1' M...
<br />''. 'I 1 /, , I , -,
<br />'� 11 �It i -
<br />I . I v I � '-I PANEL LENGTH
<br />mvg� .- I - - 77-17- c WE SCHEDULE
<br />V _-El _ 41. . �; WOOD ANCHORS I
<br />MD'i rD I �,,�, ,
<br />.(2� �� il� � �
<br />I --�L, ,
<br />,,, , , -- I ; I I
<br />T
<br />1E %. , � cll � 4----
<br />11 � � 1 I/e MEE SCHEDULE ON � � , , I �;= =� - -- 1..11 I ON SHEET 11 FOR
<br />SHEET 11) I 01fujim i f 4 -1 -
<br />-, -1 1 MAX. � 1, lu IT - z r � 1 ,G, SPACER 0
<br />I I . 1;11 'i - M
<br />, , ILE 1w-" I
<br />, I I 1 6 1 I- � OF IL
<br />I., - ,
<br />i4m �I� , , � , 220:�!] SPACER; -01
<br />I
<br />. I
<br />� , I . - .-f . , -- I
<br />, I - - WOOD HEADER - - - �1 I . - - I , , - "
<br />"I . I .2* �,� '- -1 - ' ------ 1 REQUIRED - . . .i I I ED I -
<br />, -1
<br />I . I
<br />, -- [-- :
<br />. 11, 11 I I - -- --
<br />, : ml�- 1 ` I . : , � - -- - :",--, .. �rf -- : I ---- :
<br />" I
<br />� 1 f � A ,, I , :1
<br />1, , L : - C I
<br />I � I I ED
<br />1 I
<br />� . 1,
<br />1, � � - I I If
<br />11 I,- - , - - --
<br />� I � � - ------ - ---L--- � .1
<br />�
<br />� I - L � I I I I . x � I N* A, Iz 1/2-
<br />1 : t , t � - �@,.",�-(ktoz, -0"N0-N S-NEET
<br />1 . L-1 LJ i �
<br />a y 11.)c
<br />� �
<br />i � e i I �
<br />I � I t SEE NOTE -' BELOW FOR LIMITATIONS FOR
<br />I W, r. i - IT, , i t I i � i, I
<br />v
<br />I SU'ARATICIN I �
<br />*L1 I - 1 1/2, LONG SLEVVES,
<br />To CLAM MtEANXM'I It i 7NGEH i � � � �
<br />I PANEL PAHL � 11
<br />SEE SCHEDUIP. (SEE SPHED I ; I
<br />,
<br />of I
<br />!-(ON
<br />SHEET .1) � (SEE SCHEDULE I � iF I ; I I . � � -PAWIL "t PENALIE 0 OR PANEL WTE
<br />ON SHEET 3) 1 I. ON $KEO 3 , �
<br />."T,
<br />I I - t - �- - PLUS (SEE SCHEDULE ON SHEET it)
<br />I 111� � � I I i
<br />'. i � I
<br />I I "
<br />.
<br />I mi", ! 11
<br />� - -- - -I -- I � �
<br />I m -�- 1.1"I I A
<br />I ,--) t . I T
<br />SS
<br />I I --I OLAE
<br />EXISTING V-f =%rl-,) 005MG I 0 ARATION : 2".4" WOOD -- ---:
<br />I
<br />- - If -1 -- - - - ---- - i GLASS (SEE , 1 ---cl " PLATE WOUIRED
<br />r- I = 1) 6A-
<br />- DIRECT MOM PACER
<br />I ; i
<br />1- �- .,f - -.7- ,=.-- I t i n, 1
<br />- - - � v - I I * i
<br />r, I : I : � - 4 � SCALE 3/4-1'
<br />1 i ,
<br />I - OD
<br />I ,,I$ III
<br />8% t � , L �' I � -� I I - D.C.: SEE TAXS�Af ON SHEET it FOR MAX, PANEL LONGII
<br />�, 0 i2 112
<br />� NA FOR
<br />I EC., � I - , I THIS IRSTALLANON.
<br />I i or V � " 0
<br />I - MAX, ; , --- no- ; 1
<br />1119- A0
<br />1 I A—
<br />I Ect � -
<br />,, F I- -z/v, I a 12 ,/2, a.I:I t 1- - I . 4 It,- !� L",-a--j" - - - I
<br />, 1: f I L�� ,� - -----I
<br />CID - - . �'h .� . � I %�
<br />.,- � . �
<br />,
<br />I - - `Owww i I WOOD ANCHORS ** N=*
<br />I
<br />F� f- I , I - i�, � ,
<br />C , . I . I . ,- I—- -,-,I---,.,., � i � 1.1 STAGGERED W/ STILD
<br />- - , I -
<br />U, -- � , �,- A -1 ;f ,�, i I il i (SEE SCHEDULE ON 900131 W, VAY BE I 1jr LORD W, I
<br />I I I I . I f j, -- " : -�
<br />. � I i SHEET 11) (1) PISMIADON 15 UMTL0 To A ONE FICITY IRAUNIKIS *in nt-9-
<br />i
<br />I I
<br />,
<br />;
<br />2*w4* WOOD �.j I " I 1 ; �! '-�4) i *wm i ,� , � ; SAM W-44 ROOF HOW CTRIS 3 A RESTRICTION FROM ANY
<br />--- - L � I -�- I .
<br />I
<br />PLATE RCOUT#65 �1 , � i � , �: I �, SAAM "WO CURRENTLY INDICAVEN M 910177 11)�
<br />� 1! - voo ANCHORS 1 , � ; .
<br />, " i I � I it I I* WN SEPARAP" To Was Aimixott , � WOOD �
<br />I I STAGOEM W/ 51,10 1, 1�;;
<br />1 , ,,� �
<br />;;iji 1 ": IS
<br />"I *006 WIND '"Ro C`A"`iFiVn
<br />I , MY 3 UK RE m , -aq I
<br />- : ) - � � , Rgo*- .IYM! AS
<br />I � REDUfRED PANEL VAIR: " SHINUL BE
<br />,� I I i I (SEE SQ'IMOLE ON I FORM AS INS FOLLOW �
<br />ozg�r � � "
<br />M
<br />, �
<br />I 'Pow I t, OHIS a A AIDRINITIDW FROM
<br />, I ; 1 i SHEET , I � w(ft
<br />I .0, . I
<br />I I .
<br />, � i I � SHEET oil
<br />I � � i I
<br />I I � - � (1) MINIMUM AID On" PRMSURE i
<br />I t I
<br />� I ! Mi IS +114. -a P.- (3) WAX 24, GAIM PANEL LENGTH IS JWMD To W AT ANY OPENIND
<br />J
<br />, � � " (THIS 6 14 RMMMM FROM UUMER SN"M UENVITS ALLOWED ON
<br />. � I - � -- � I i I
<br />1
<br />�
<br />CID WYAW STORM -Amfa� UIENI a DIRECT I **EMdF- SHEET I 1)
<br />1 WALL MQUE1112 MQUHT
<br />TV . . I i1r im PAM commm =I= AS powArm ON
<br />I I ALTERIA11OLVE-M , (.)
<br />WALL MOUNICING 1 (3) slow PAND. Nw,iiam 15 ONLY i I
<br />ALTERNEIVE 1W I INTO AN 00STAG WOW MAME WALL I SCAJJE 3/8-1- mw z WMIX1150 OF I VIT 9A ITS ONLY
<br />f 1 i'" FOR *" zom 1. 2 AND I AS DOES$= BY AGRI, i
<br />SCALE 3/8-1, JA) INSIAUATION WLJ0 O&Y MR WIND I r-mmIS Swaim " 04: 202D (701 EDITION) OF TRIC FLORIDA
<br />[� WNE131.2*3REILASTME I 04.01,10 am
<br />14"i I 0,141ohloo" I I
<br />-----I IA T, k 7'j, 11M --,----.--.I
<br />IN �
<br />---- , Nx ............
<br />,
<br />a
<br />NOTES, gf �. '. %-\p-EN .,. FLORIDA BUILDING CODE LNan High VelooTly or cane Zone)
<br />- Nor
<br />_
<br />. �-
<br />4 QF SECTIQV$� 1. INSTALLATION ARE ONLY VALID FOR III kS.D. ?,:: No = 02M IXWM RK. 24 GAGE GALVANIZED STEEL STORM PANEL F.r.
<br />UtWUN PRESSURE RATING (Ps.f) AND PANEL LENGTHS = , = DRINK W.
<br />= ; * .
<br />TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = . . * S -
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') I 7:$-� STATE O��,.&�---� 11LIEC01111C. GLOBAL PROTECTION PRODUCTS. LLC. w/"/2=
<br />_ " _ DDE
<br />,_ _
<br />INSTALLATION,
<br />1-1�� ,,:rtOR,O"7. &4� yinsnNe 0 pumun,mi,it COMPANY i S.W. 51 STIREET
<br />2, FOR "- WOOD FRAME CONSTRUCTION: WOOD I eI012-v , - . - INS, � SN"AR". I'I .1. ,,,C,,� ( WME F, =. 20-175
<br />MEMBER-5 TO W SOUTHERN PINE No 2� W/ SPECIFIC ,�f�4 . M .I-- RV,F00-7644% FOL" i".049-em
<br />i, - - vfANm -
<br />. DENSITY OF Ok55 OR EQUAL SAW"'A-W.-TE CA-aliflig m- 1 - i - I - . I - f - .
<br />, - I'- It
<br />WALTIR k WILLIT �, PJL� -
<br />. rl�� _____ , I A I , of
<br />UM uti I :11E o --- A " �� =-=j
<br />I I
<br />Gmm& Ngns
<br />(C) ig-D �il---Dm-jo
<br />?1111�us�!I�Azrsljz�
<br />�
<br />Dpli�' (PLO.) K45 BEEN VERIFIED FOR COMPLANT'r IN ACCORDANCE - 114-0 TAKON ANCHOn, AS MAIN41FACTURED BY LTW BUILOEX. INC
<br />WITH IKE 2OZO (7th EDYTON) Of THE FLORIDA BUILDING CODE THIS STORM RANEL SHALL NOT BE INSTAII-ED AT HIGH - #14-10 PANELMATE FEMALE ID AND PANELMATE PWS ANCHM, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HINFOUCANE ZONES (MIANI-DADE / BROWARD COUNTIES). - 1/4'f LAG SCREWS PER N.D�S
<br />DESIGN WINV LOADS SHALL BE UVERMINE0 AS PER SEMN 1609 OF THE ABOVE MENTIONED CODE FON A BASIC WIND - 7/16'0 . 5/8* WOOD BUSIONG. AS DISMBUIED NY ALL POW, SCREW. BOLT & SPECIALTY M�
<br />SPEW AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WU BE INSTALLED. AND FOR A DiRECTIONAM FACTOR
<br />90-Oficit LISIND ASCE 7-fli AND SHALL NO EXCEED THE MAXIMUM CA-S4,) DESIGN PRESSURE RATINGS OUKATED ON SHEETS CI) MINIMUM THREADED PENETRATION INTO WOOD OF 1APCON ANCHORS SHALL BE 1 1/2- AND 2- FOR ELCO PAKELMATE FLUS
<br />3. # TARUT 12 & T7, 10. AND PANUMAU FEMALE III
<br />IN OR OVE TO VEFfqY THE ABOVE MMIXTON, ULTIMATIF DESIGN WIND LOAM MtMMINED PER ASCE 7-10 SHALL BE FIRSI
<br />,
<br />REDUCED TO ASO, OMN PRESSURE RATING BY MULTIPLYING THEM BY 06 N ORDER TO COMPARE THESE W/ IAW (A.Sit) C2) MINIMUM THREADED PENETRATION OF 440 SCREW. INTO THE WOOD FRAME lifin SHALL BE 1 1/2' NO THREADED
<br />DESICH PRESSURE PATINCS INDICAILD ON SHEETS 3, 9 THRU 12 & 17, It, PfAIIETRATION INTO STUCCO 'KAU BE CONSIDERED AS PART OF Tfit REOUIRED THREADED PENETRATION,
<br />IN ORGER TO VERIFY INA? ANCHORS ON 'ODS P.ED� AS TESTED WERE HOT OVER STRES=, A .il% INCREASE IN AUOWAILE
<br />STRESS FOR WIND LW05 WAS SO USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C,3) MKYwUM EWE DISTANCE OF LAG SCREWS. INTO WOOD STLALL BE AS INDICATED IN THIS DRAWU40
<br />ACCORDANCE WITH N.O.S. 2015
<br />STORM PAWL'S ADLCQArY rOR IMPACT ANO WIND RESISTANCE HAS BEEN VDIUCIED IN ACCORDANCE WITH SECTION 16D9.1.2 OF CA) MINIMUM PENETRATION OF WCOD, BUSHING SHALL BE 5/8-� Ile V-20 SCREWS USED SHALL M 1 1/2- LOW MINIMUM
<br />THE AWrt MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLDW,GA REPORTS 0814.01-01 AND #0219.02-09. AS SHOULD STLKZO EXIST� AND 1� MINIMUM FOR WALLS WITH NO STUCCO�
<br />PER SSID t 2-0 III ASTM t 330-02 STANDARDS, AND AMERICAN W51ING LAB SOUTH FLORIDA REPORT #142301-10 AS PER C51 To CASr THAT PWCAO STOK� OR PFIECAST CONCRETE PAWLS, MCCO OF, WOOD BOARDS HE FOUND ON THE EXISMO
<br />TAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALCULA71ONS PERFORMED IN ACCORDANCE W/ %VON 104 OF THE
<br />FLORIDA BUILDING Cox WALL- ANCHORS SHALL BE LOK ENOUGH TO REACH THE WAIN STRUCTURE BEHIND SUCH PAWLS.
<br />ANCHOPACE SHALL BE AS MENTIONED IN C Q, C 2) & C4)
<br />2. AU ALUMINUM "US014S 70 BE, 5063-ib ALLOY AND TEMPER (UNaSS OTHERVIISE NOTED) SEE S14M 2 JM A' NCHOR$ SHALL BE INSTALLED PCU CNIING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOFF5 MANUFACTURER
<br />3. ALI. kutiONUM SHEET METAL USED AT M.GISVRES SHALL HAVE S105-W4 AUOf, 6 P94EU MAY ALSO BE INS71AUSO MMONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I 714FOIUK�4 6 (SHEETS 4
<br />C AU VEEL Stf.EU METAL PANELS SHAII HAW 5TRUCTORK QUALITY STEEL, ASDV A-653 GRAM 80 MINIMUM, G-60 GALVANIZED THROUGH 5) EXCEPT THAT 11CAOCIIS(D &Q %441 HOT BE USED.
<br />SIEEL DESIGNATION W/FY- 92 2 I. (AFTER ROLLED). 9, IT SHALJ BE TLIE RESP04SIBUV OF THE CONTRACTOR TO VITRIFY THE SOUNDNESS OF T34E STRUCTURE WHERE SHORTER $5 TO BE
<br />5, ALL SCREWS TO HE STAINLESS SIM 301 01' 3tS AJSI SEINES OR CORROSION RMSTANT rOATLD CARBON STEft AS PER OIN HED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHAU ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME
<br />t7l"IMC1.
<br />50016 W1 50 k,1 YIELD STRENGTH ARE 90 LIM TENSLE STRENGTH AND SHALL, COMPLY W1 FLORIDA BUILDING Cox SICItON
<br />241, 3 .3.4. 10 CAC�H REGULAR STORM PANEL WITH, LENGTHS OVER 90-� AS PER SECTIONS 1, 2. 1. 5, 6 AND ALTURNAIII4S IW. 3* & 4W ON
<br />SHEETS 4, 5, 6 & 7 RESPECTIVELY, SRAILL HAVE A LECIELE AND READILY VWOLE WAIRKING INSTRUCTING OWNER OR TENVIRT TO
<br />6 SOL-- TO K ASrM A-407 GALVANIZED SrEO OR AfT M4 SERIES STAINLESS STEO� WITH 36 "i MINIMUM YIELD STRENGTH SECURE PANELS WITH APPJCWa REINFORCEMENT DURING PERIODS OF HURRICANE WARNING
<br />7 ANCHORS TO WAXI SHALL BE AS FOLJDWS� 1 I. THE INSTALLATION CONTRACTOR IS TO $EALICAULK ALL SHUTTER COMIKWENI EDGES WHICH RE"k IN CONTINUOUS CONTACT W14
<br />THE BUILETINIT TO PREVENT WANU/RAN INTRUSION
<br />(A) M,U0MNA"U=-tOE100
<br />- I/eff TAPCM ANCHORS AS MANUFACTIRLD BY 1T,W. 6VLOEX, INC,, ,(Min V,fI92 p-) 12 �TOAV PANEL INSIAUATION SHALL COMPLY WITH SPECS NONATCD IN T141S DRAWING PLUS ANY BUILDING AND ZONING, REGULATIONS
<br />- Ile 0 .� 7/6* CALK -IN ANCHORS AS, MANUPACTI)RED BY OEWIAJ IN,- PRONIDED BY THE JURISDICTION WHERE PERMIT IS APPUED TO,
<br />- Ile# � �II/e SO1.20-SET ANCHORS, AS 015MIDUTED By AU POINT, ECIIIETY. BOLT k SPECIALTY CO I OVID NVORMATICIN
<br />("IA. r-low P' ) I 3 (,i� THIS PRODHJCT EVALUATION DOCUMENT (P11).) FIREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PH E I
<br />- J't4l-lo PANELMATF FEMALE 10 & PARELMATE PLUS ANCHORS, AS WANUFACTI)RED By ELCO CONORO-TION PRODUCTS. FOR A SITE SPECIFIC PROJECT,, I- WHERE THE SITE CONDITIONS DEVIATE FROM THE P-CO
<br />- I/ef ZANLAC NAIUN ANCHORS, AS MANWFACT1JREO BY DEWALT. ,NC, ID) CONTRACTOR To RE RESPONSIBLE FOR THE SEUCIon, PURCHASE AND INSTALLATION INCLUDWG LIFE SAFETY OF THIS FRODU-,
<br />-
<br />A ,� MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONOTNOT SKIRL RE 1 3/4'. 2" FOR OCO PANELMATE AND BASED ON THIS P.C.0 PROVIDED HE/SHE DOES M07 DEVIAlt FROM THE CONDITIONS DETAILED ON iyl� DOCUMENT
<br />CONSTRUCTION SAFETY AT SITE IS T,F- CONTRACTOR'S RESPONSOUTY
<br />1 3/4- FOR ZAMNC NNUN ANCHOi
<br />(�) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD IF MODIFIED
<br />A.2) CALIC-1h & SCUD -SET ANCHORS SNAIL RE EMBEDDED 7/8- INTO TIE PWREb CONCRETE 40 EMBEDMENT INTO
<br />STUCCO SHALL BE PERMITTEV� fle 0-20 ' SCREWS USED $HALL BE 1 1/2" LONG MfMWUM SHOULD STUCCO EXIST, (d) SIM SPECIFIC PROJECIM SKAJL.L HE PREPARED BY A FLORIDA AEaSTEAM ENGINEER OR ARCHITECT WHICH WLI BECOME THE
<br />AND I' MINIMUM FOR WAUS WITH NO STUCCO. AND W BE HEADED SCRIMS OR ALL THIREADOD SCREWS W10 HEAD� ONGRIFEER OF RECORD (E�61t.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />KA Vim, WDE, NVTS PROPER USE OF n4F P�t,O, ENGINEER OF RECORD, AMID AS A DELEGATED ENGINEER TO THE
<br />P�E,D ENC;NUIR, SHALL SUBMIT 'R, THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW,
<br />A-1i) IN CASE THAT PRIC STONC PRECAST CONCRETE PAWLS. PAYERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FL , ANCHORS %-%LL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCJH PANELS (y) THIS PFO. SHALL. " IHX DATE AND ORIGINAL SM AND SIGNATURE Of THE PROFESSIONAL
<br />ANCHORAGE SHAI, BE AS LENTONO? IN A,I) AND IN A,2). ENGUIDER OF RECORD THAT PRC�PARED IT
<br />I
<br />(a) T�-%IN=m-%xAftk-A-UC1--v 14. SWITER MMILFACTURER'S LABIEL SHALL BE LOCATED ON A REAM? V[51BUE LOCATION AT SI-DR.M
<br />PANEL SHUTFER N ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE ONE LIM
<br />- �/e 0 7APCON ANCHORS AS MANUFACTURED BY I I w BUIUM-A. fmc� SHALL BE PLACED FOR EVERY O-VNINI LABELING To COMPLY WIT9 SECTION 1709 t.3 Oi` THE
<br />- /e 0 � 711T CAX-fN ANCHOR% AS MANUFACTURED BY 1"AL% INC FLORIDA EUVi CODE,
<br />- I/it"If X ale SOUO-SET ANCHORS ' AS DISTRIBUTED BY ALL POINT SCREW� SOLT & SPECIALTY DO
<br />_ I I - 10 PANELM411 FEMALE 0 AND PANELMATE RUS ANCITOFIS, AS MAN10"ACTURED BY ELCO CA14TAICTION 'R. so'llitiff"
<br />4
<br />ft
<br />,e
<br />�
<br />- I/e 0 ZAMAC NA1UN ANCHORS, AS MANUFACTURED BY DEWALT, INC lik A. A
<br />.
<br />OK-kt Nq;k
<br />I
<br />, ., , �
<br />� �
<br />tf�!) MDOWUM EIKEUMENT OF TAPOI)II ANCHORS, CLOO PANOMATES AND ZMLAC NALIN ANC�*P, INTO THE - Ni f Is, , �. FLORIDA BUILDING CODE (Non
<br />"' �� High V.1.0y Hurricane Zone)
<br />FLCCO �
<br />LIAO SHALL BE I y4-. ., . � -
<br />g : 1. I -iWKI "'Itco, m
<br />9.1) 04LY-IN & SCUD -SET ANQWRS SHALL BE EMBEDDED 7/Er INTO THE CONCRETE BLOCK UNIT, NO %,44 67 ,I 24 GAGE GALVANIZED STEEL STORM PANEL I �--
<br />---,\
<br />STUCCO SHALL BE PERMITTED. Ile 0-20 SCREWS USED, $WILL BE L 1/2- LONG MINIMUM SHOULD , 0 EXIST, * � - - - -- -
<br />' 0=-
<br />AND I* MINIMUM FOR WALLS WITH NO STUCCO, 1 -:�% S-lAn F .. � -- MOM PROTECTION PRODUCTS, LLC.j
<br />, - T Me co \
<br />7
<br />Z��
<br />— X I RIIXI.. 11
<br />B.it) IN CASE THAT PRECAST SIONE, OR PRECAST CONCRETE PANELS. STL.tOCC OR WOOD BOARDS BE FOUR A !� TILUT 'Ef"INQ & r"I'VIANIC coNFANT
<br />A-ft L 0 R I ., �7� D"Ift F,
<br />.1 - - - .. w w - - .
<br />INI) SuctI - ..�ORI �&- e-1, .." --I- - � -.- -t7s
<br />kXISrTNC WALL ANCHORS SHALL BE LONG ENOUGH TO REACH 114C WON STRUCIURE DEH P�W , �eo � � t-ra-Z 1--1pwm-m., 20
<br />�
<br />'r
<br />S/A;;v; k i
<br />_ �
<br />,S, - - 'u,
<br />ANCHORAGE SHALL BE AS MENTRXIED IN 8-1) AND IN B,2) 7�
<br />`1,,i,,,;,,H'L+vi . E %qlfNN,R�vwt - W - - , - i - - , - I - I - --
<br />�=,.,,
<br />"N", , IE IT I IF [a
<br />A -
<br />---
<br />INSIALL919N DETAH—S FOR REGULAR PAML CI) .
<br />I—RTQ EQURED QONCRETE 08 QQNCRETE 8LQQK ,5T—RUCIURES
<br />--Qr.T-A4 POURED CONCRETE -WOTM Eff. CONCRETE
<br />, Buick � - Oi� OCK
<br />, �=RETF
<br />r
<br />,;�,V, R- L,REP i��5 --au.".-
<br />% RED
<br />e
<br />3 CONCRETE ANCHORS _ _ �',
<br />CONCIMM victim - - - 51 ,
<br />(m SCHati ON I - (SEE SCRCEERLE ON
<br />) .�X, tx$TM POURED
<br />- SSW - ri,� DONICRIETIC OR
<br />, 0� t Ntv
<br />I
<br />Cx
<br />- - J I - ---- 1-� - I - C09CWIF BLO ,�. -
<br />.. WOUIROL (�)
<br />,.g �-"r.-,
<br />I �� I- ! ! -
<br />�',. Ile j file 1 1
<br />�
<br />I
<br />, ii� -,,� - --- -------- -- �-, � A" -w , , -, - � CONCRETE ANCHORTS � I - I—- -
<br />! I
<br />- I :.1 (SEE SCHEDULE
<br />", � " I
<br />11 �� I I I
<br />It, I b shms 9 TNK0U0G`N -I 7 I 1
<br />15� .
<br />1� 1-1 - , � . . I p
<br />N
<br />-� ! I
<br />I
<br />�-- -.11-11 I ".. I "I., I
<br />I . i I
<br />I
<br />1 ,
<br />. I t� v
<br />-01 - -... I-- t i 4
<br />-01 i I 01
<br />I
<br />I i 16, I 41 . I
<br />I 21��%, --- I
<br />� ,�,�,�,� i
<br />L. �/4*0-2w, - - - I i
<br />�-- - f ,, -- viD!3m0,i;,v k --- I :.-- fl-R,�a �- rlv�� I .11. : I �
<br />I- S - 11 - I I I I
<br />I ep;�bN - F IF-- ON I I I
<br />TO --- -� I 11111 PA111-
<br />, I �' I I'll M TO GLIISS, Hoz r R,
<br />� --- . I - -in I i I !
<br />=41
<br />, --
<br />( I . . LE -
<br />11 4 I � I 1, , , SEE , "I
<br />,
<br />*L' M , ( - -ou" 1� 11 11 :
<br />i I
<br />mlil-1 i I
<br />PANEL LENGTH IT ,I-
<br />t ON 3) 1
<br />! jfitlr� SEPARIVION I v At...
<br />I (SEE SCHEDULE 11 I I I 't, M- I To otm.
<br />i
<br />ON SHEET 3) 0 1 i PANEL LENGTH IPAWI LENGTH
<br />4 1 -- � a. - - 11, -, -1 (SEE SCHEDULE ! Sm SCHEDULE
<br />,A. � . 1 ------ ! i
<br />"' I-,--- , , qi, T, - (SEE SCHEDULE 1
<br />� I- - I 9 i ON SHEET 3)
<br />(SEE SCIalE OR ON sHrEr 3) -
<br />� R I -L-I
<br />! ,`�I�-,I- - - T1
<br />SHEETS a THROUGH 14 I i 01 11 : I I I I
<br />I - I W%. .
<br />� 'g- - "', � - Sit MG
<br />" �- , - � -- OF 'L "..V41 11 (j) I
<br />7 ,"', '1,*� I -s i
<br />-i .
<br />,,�
<br />1, � , -. I �
<br />'. � ...... � 111W Mal sOx
<br />,e -
<br />I Tr- Igi-, ! -- OF It! � �
<br />, I i [- Cl)
<br />" ��"`
<br />� "' %i�lwv :
<br />� r P, �g
<br />- . "X1 I 7-f- I
<br />� I -� 4' 111111�11141J . � 7�-,
<br />'-Al 116. 1
<br />, , I
<br />" .- � - � 11114..."t
<br />- -"/, `�;%,,],,t�,�`-t
<br />31101-11
<br />,."., ,,
<br />� I i i
<br />� j I � �' I
<br />E'D I A i I , ��
<br />I � � I ,%�P
<br />i V.D.
<br />, - :� i ,
<br />N : E.D. .,,,,,,
<br />i
<br />�,,
<br />tlzz
<br />I . ,
<br />, I I � ,
<br />, - �, � �'.
<br />I z ,.- .
<br />.1, ....... I', � 1 14� i ' "
<br />@
<br />____j -A- - I I!---
<br />� I ,c�'�",`�,I"" I , -4:5*
<br />W511NO I -
<br />..., . I I G 12 Ilr CC 4 --A;
<br />I'll . ;Z-- t I
<br />I : -, �
<br />- C
<br />,�
<br />,-
<br />I �11'�� I ! :: � W-0. NO, YARIER ,VAS I , J11,11 I � , " I !
<br />11 I -I- 51,1111DI m SCRUN, of I ,�'; , v
<br />��,� .... I ,I'M -T,',v�,;,
<br />I - --�K` � 00--- . 1/4'-�H* $�, VA W/ NUTT WOUIRED.
<br />1-- I (SEE. .=.' - �, - - -- ___j
<br />- --EQCq- I w�' -1---i - - --
<br />- - * , I "
<br />" it ,I;r oc. � sHEM 9 THROWN 101
<br />1-1 1::,� -
<br />� �, 1, jt� - I
<br />." I I
<br />I- , W/ *ONLY WHER SCUD ,
<br />1,
<br />E M �. ,�
<br />LERN
<br />� L , I I-, SET CALK IN ANCHORS
<br />� � - - `AEL L%kTtON I - EXISTING POURED CONCRETE
<br />I . , �11 � ARE I I
<br />-- OR CQWGRETE BLOCK
<br />I'll - I -1, (A)
<br />PAAE&�LL;U
<br />ALTERNATE CONMI REQUIRED,
<br />CONCRETE— I EPSTING POURED CONCRETE CONCRETE ANCHORS . ARE USED,
<br />ANCHORS OR CONCRETE RUDC9 RICIGURIELO, of,
<br />STACamm W/ STU
<br />(SEE SCHEDULE ON (SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10) vs-m 9 THROUGH so)
<br />MLD ING WA"MOU"N9 WALL MOUNjg�OECT MOUNT
<br />30E�Nml � 5EQM 2
<br />SCALE 31B.- SCALCE 3A-7, SCALE zf/8.1'
<br />I
<br />I .1 .�,,: --,, .. . FLORIDA BUILDING CODE (Non High Velocity No 1001111 ZOTTS)
<br />Z : � 1. -� ciawi MTECO, Wic. I.I
<br />= : . 1 *. a 24 CAGE GALVANIZED STEEL STORM PANEL
<br />= .* . = I --- OUMVI J!".
<br />- . / - \ Oi
<br />I E.D. - EDGE DISTANCE NQU-6121L.CMINATION OF -SECTIONS: 1 " - � * i
<br />GLOBAL
<br />[ILIECO._! PROTECTION PRODUM LLC. SUIL
<br />-
<br />(SCESCHEDULE ON , ,,r
<br />I TOP & BOTTOM MOUNTNIGS CAN BE - - EN" __ _� .�.� .
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY ip, - 4 1 ". -- '"Tivilyma a DOW ILI
<br />1-1, .1 - -.11/w ZP - -�.-Im � -� -%��Il � (9�)w-'(4, -,rp")mN.HiTt;T 20-175
<br />I INSTALLATION. 11i .. , - �
<br />PA , - !�- i - ! - MARIANO 9D:
<br />- 10 r/mic WALTER A. MR'!. L-WE-Eld
<br />I . JI, I !=?'--�� I I
<br />.. - -* I
<br />I
<br />� -
<br />INSIALWION DETAILS FOR REGULAR PANEL 161) INTO WOOD
<br />�
<br />-
<br />,� —
<br />-- - � --- —
<br />1 , -1 i
<br />, Z. I
<br />� -
<br />. - � . ALTERNATE LED
<br />4*xa*6 . I I , ff - - - DDCATION
<br />=Iitol- --1-- I "I I . ; --- - " I - .
<br />Ew" Ot 11 ; � , � T x c I !"
<br />,,-�/ ,-, , 11 - 1pi
<br />AODOUACY OF EXISTING WOOD , I , I , I �
<br />I � -,,-"
<br />i I
<br />BEAM TO BE CERTIFIED By -:Yi0--' --tf$ - , - -" lt� . �
<br />REGISTERED ENCINUR ON >� I
<br />I " ,,- I �, ,�, �p -
<br />� , , I -1 � il .
<br />ARCHITECT PRIM TO SHUTTER "i,"
<br />I
<br />ii _,,,, 1-0
<br />iNISTALLAiTION. � f I" 30 ANCHORS ALTERNATE wow ANcHom " . I I � f I' mi.. - Ig".0. NEX WASHER HIAD
<br />, (SEE SCHEDULE ON I �
<br />'Ji.-
<br />. iSEE SCHEDULE ON i
<br />, � ,,� - ` , - : -jo,�-Eo- - - - SS `� N/ ""
<br />; -, SHOT if) SHEET If) �� ,, )i � I � r 'I"Ro"
<br />�
<br />I , --`-�
<br />, � , I V-1 - L �
<br />I -- -I MAX. . L I ; I
<br />WOOD NEACER _ , - I .1 - -----I . - I
<br />37m !2 V
<br />--.----- -I REQUIRRED - . � � I"
<br />f 0 H T- I
<br />: , -
<br />80
<br />vi�ii�,,.-
<br />,
<br />GT,Z!q4 ,
<br />! ,.� 'f! � I 0� �
<br />wow ANCHORS I I � � �! I I
<br />L �
<br />I I --- -- i ' , , t If .
<br />I (SEE SCHEDULE ON �L I
<br />it"
<br />I I . , " I
<br />W,
<br />i '. I I � � I I
<br />I SHEET 11) "
<br />t ,� i ,
<br />I ,
<br />IA., t i 1'� - I I
<br />IS 0 I ,(j) � " - 1, L(j)
<br />-1 � �
<br />I I
<br />SCHEDULE
<br />I ON SHEET 3) ,A � V.tl � I M41 SEPARATION TO GLASS. i �
<br />I IL,
<br />I
<br />I - r mf SCHMAE ON SHEET 3), Ma.
<br />! -111�
<br />I - 'it-, � ,,-- W MR PANIO, LENGTH
<br />T ;-N - ut,ey,I OAA r-n I
<br />I - 1 4v MAX k -- -1 --- ,D (SEE SCHEDULE
<br />, -Ai,..- ". - Cw,a,RRe,
<br />- L--- -- - --- - - - --I PANEL LENGTH I I
<br />LEMPH 0'afti-n ON SHEET 3)
<br />I I (SEE SCHEDULE EX -Ill '. I
<br />I
<br />1 P-'- I
<br /> k ON SHEET 3) I;_ . f - - - -- ------I
<br />I----- . 11--111-1 . I
<br />I � I - ----,.--- - - , ----- - 11,� .-]
<br />
<br />I ------- ----- - - -,
<br />i I
<br />I 1-11 V-------
<br />4 01 I I - -v �
<br />4 I, I � I or
<br />I I : t , �
<br />: I
<br />r--v /,� 1, ,� J, MAX
<br />! i � --f§ MiAx �� I
<br />1 ,04-- � 77 - I 11 I - i
<br />- ! -- [... - I I - A
<br />I I I Et , - -
<br />, : I 1 112.-
<br />i.
<br />� 1 7--- 1 1
<br />NO FiNpl, i I -, I I11.-,,,I.
<br />AL-LowED I I.' - ww HUNT amn
<br />J , a l" D.C.
<br />I
<br />it - , - , .. 1 , , - I- Nt ,..��� ,I ��
<br />A i � .
<br />I � � % :, I"
<br />r.------ -- I �
<br />, ; I i
<br />I -- -- I � zw- WOOD t I "
<br />--- DECK RE UIRM 2*W WOW PLATE L I I " I I
<br /> __
<br />,- ----�--- -----, -- - R=AED I I ,..-, � i , I -WDOD ANCHORS
<br />WOOD AN04M � � , - � (w SCHEDULE ON
<br />�, - - - I �
<br />1. I � �,
<br />(SEE SCHEDULE OR- -=.-�-=�,= , t SHEET 11)
<br />,fin
<br />'NECT i 1) , � I
<br />r , I � � t � � \
<br />I 1 1 ,
<br />"
<br />� , �
<br />----2' MITT-1-11.- - 3 f, t ,` L-, - j
<br />I -' ARD MOP, JIMNTING BUILD —OUT MOUNTING
<br />ALTERNOYE 3W ALTERNAMT—"
<br />SCALE 3/B-1- 00 '"Ifulo'll SCALE 3/8-i-
<br />e , .. /� I
<br />, 4�.,�:,�14D",%
<br />.4-.. .. "
<br />,)CEAts %!'A
<br /> / �� -
<br />.."I"
<br />m=1 I v
<br />NOTE Mcllm� z : 1. S FLOR11 BUILDING CODE (Non High Velocity Nor cone Zone).
<br />*: - -
<br />I . INSTALLATION ARE ONLY VALID FOR MAX, AS�U, = I
<br />. -. W �,- ----- - .2m,mmlo, - ----- -1
<br />' '
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RAT11413 (P.2.1) AND PANEL LENOTHS 1 .' � �F 24 CAGE GALVA14171ED STEEL STORM PANEL
<br />- STATE OF : UUt0i w
<br />j
<br />_.
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDUtrS ON SHEET 3 -. 'p, ..�� ,F I-
<br />INSTALLATION. 2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD w/"�/TWm
<br />--:��--�- a
<br />I MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC ` -- - 111LIEC 0 Inc. GLOBAL PROTECTION PRODUCTS. LLC.
<br />DENSITY OF 0.55 OR EQUAL "I - it, .wo I -1 5"Im -----
<br />- fliti 1010"N"
<br />,,, '00,604 _W71 -1 9-� av`e- ` 2ma .
<br />20-175
<br />"Olt N&U�e,4, r-,(9�)SM-mv
<br />I . tm:v
<br />�
<br />,t,jm=--!,;""
<br />-
<br /> CA-0mays f - I-f '"'""' N`
<br />PE, "u"I"'N'"1111111", *I'. A. I"', ",� 'I, , - -11 m - Z.m 7 III is -
<br />. --- - -,-.,. - "Op I � �
<br />I I
<br />�
<br />a)
<br />(3)
<br />r-
<br />a)
<br />-0
<br />—m
<br />>
<br />(3)
<br />C-
<br />"
<br />-0
<br />S-
<br />(D
<br />(1)
<br />L-
<br />0-
<br />0-
<br />C
<br />0
<br />0
<br />L-
<br />=
<br />.-
<br />Cm
<br />co
<br />-6-j
<br />C.)
<br />-a
<br />(1)
<br />-It.-
<br />cl-
<br />U)
<br />.
<br />(2)
<br />-4--0
<br />=
<br />(1)
<br />=3
<br />-0
<br />m
<br />0
<br />0
<br />-Co
<br />-2
<br />.
<br />, U-)
<br />-0
<br />0
<br />c
<br />c-
<br />=
<br />U
<br />WL-
<br />3:
<br />Cz
<br />=
<br />0
<br />0
<br />:=
<br />ku
<br />LL
<br />l,-
<br />0
<br />CU
<br />>
<br />.0
<br />. Cf)
<br />-0
<br />Q)
<br />Cn
<br />F--
<br />ZO
<br />(1)
<br />-P-j
<br />0
<br />L-
<br />0L
<br />C-
<br />�-
<br />ca
<br />-0
<br />. =
<br />-4-8
<br />M
<br />U)
<br />C)-
<br /><
<br />a
<br />4
<br />z
<br />z
<br />w
<br />mi
<br />r_-a
<br />I
<br />=3
<br />C/)
<br />(1)
<br />m
<br />0
<br />L.
<br />"
<br />=3
<br />CO -0
<br />v :� LU
<br />2 -=
<br />C, - -
<br />L; .. rii�
<br />= -3 C�!
<br />- m C ��
<br />= Fm >e
<br />. .
<br />-Z;; = - Q
<br />. Cv 4= -
<br />V, -0 c'�j =
<br />W
<br />.< 2 �� -T
<br />3r, 2 w �e`
<br />0, =L -= CD
<br />. � r .-
<br />= =
<br />CU, C3 i:- .5
<br />cl� U . - Ix
<br />w 3: �: m
<br />= Q) a) -0
<br />.- -5: W w
<br />.= Cut �6 ,
<br />�I. = . ;�
<br />2� -
<br />v, L
<br />= I=
<br />2 a)
<br />a- Cj
<br />-
<br />-.2
<br />LL]
<br />M
<br /><
<br />z
<br />z
<br /><
<br />-j
<br />0-
<br />-6-111,
<br />(1)
<br />a)
<br />=
<br />i
<br />ICU
<br />>
<br />0
<br />L-
<br />0-
<br />CL
<br /><
<br />-4-0
<br />0
<br />=3
<br />0
<br />0
<br />L-
<br />0-
<br />(1)
<br />CIO")
<br />co
<br />Cn
<br />----T- -W---r
<br />I I I i --!T-----Tff-l1 --F—
<br />SHEET NO.
<br />SH 1.3
<br />
|